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App14-58P Sullivan Avenue Industrial Par
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application Number: 4 I� Official Receipt Date:Munis Application#: 1:71 APPLICANT: Scannell Properties#205,LLC 800 East 96`'Street,Suite 175 Indianapolis, IN 46240 (xP v12-(A -- PROJECT NAME: Sullivan Avenue Industrial Park COMPLETE LOCATION OF PROPERTY; 59,89, 135,R004, 175, &211 Sullivan Avenue OWNER OF RECORD ON LAND RECORDS: See attached OWNER ADDRESS: See attached GIS PIN It See attached ZONE 1-Industrial NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMailie Design Professionals, Inc. al JEFVRR'f Dom. South Windsor,CT 06074 860-291-8755 pdemallie@dpinc.co Estimated presentation time: 30 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) Subdivision ❑✓ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft ❑ General PIan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and./or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or❑Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) 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 Commis n. 4e. 77 Applicant Sig tore M PY erty O ner P.O.BOX 1167 21 JEFFREY DRIVE n SOUTH WINDSOR,CT 06074 — PHONE:860.291.8755 ■u/� V■�� FAX:8onalsi ..corn ■V www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode/s/and • • • LETTER OF TRANSMITTAL To: Michele Lipe Date: 12/2/2014 DPI Project No. 3496 Director of Planning Re: Sullivan Avenue Industrial Park Town of South Windsor 59, 89, 135, R004, 175, &211 Sullivan Avenue 1540 Sullivan Avenue South Windsor, CT 06074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • • • COPIES DATE NO. DESCRIPTION 1 PZC Minor Subdivision Application 15 IWA/CC Applications 1 sample abutter notice 1 direct abutter list 1 owner list of subject properties 6 12/2/14 cover sheet and S-1 subdivision plan • These are transmitted as checked below: ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us • REMARKS: Also included: 16 copies of authorization letters to sign applications on behalf of property owners 15 copies of Federal Wetlands Investigation Report&Wetland Delineation Report by Pietras Environmental Grp. 15 copies of Inland Wetlands Survey DPI check#11564 for$510.00 IWA/CC application fee DPI check#11565 for$210.00 PZC application fee : RECEIVED : • p,EG 0 2 2014 KAMM MR. • SIGNED: CC: Pe er R. DeMallie, President P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/ SURVEYORS/ GIS ANALYSTS/ LANDSCAPE ARCHITECTS 5ei-ving Connecticut, Massachusetts, *Rhode Island • • • • December 2,2014 Re: Sullivan Avenue Industrial Park Inland Wetlands&Watercourses/Planning&Zoning Applications 59,89, 135,R004, 175,&211 Sullivan Avenue • Dear Abutting Property Owner: In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses,and Conservation Regulations",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 Inland Wetlands Agency/Conservation Commission.The application and plans are on file with the South Windsor Planning Department. As an abuttingproperty owner you are invited to the hearing to ask questions and/or give comments however,you p p Y Y g q g� . are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer,Planning Department,860-644-2511,ext.229. Furthermore,in accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the properties located at 59,89, 135,R004,175,&211 Sullivan Avenue,abutting your property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with the South Windsor Planning Department. 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 Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext.252. • If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. • Thank you. Sincerely, DESIGN PROFESSIONALS, INC. • t Peter R.DeMallie President Cc: Town of South Windsor Client • G:\jobs\3496\Dots\Applications\3496 2014-12-02 Abutter Notice.doc Sullivan Avenue Industrial Park Direct Abutting Parcel Owners Mailing Parcel ID Site Address Owner Name Mailing Address Mailing City State Mailing Zip 47701700 1700 JOHN FITCH BLVD COHEN MARK S&JANICE L PO BOX 67 EAST WINDSOR HILL CT 06028-0000 47701640 1640 JOHN FITCH BLVD COHEN PROPERTIES LLC P 0 BOX 67 E WINDSOR HILL CT 06028-0000 87300239 239 SULLIVAN AVENUE NEYRA EDWARD J 10700 EVENDALE DRIVE CINCINNATI OH 45241-0000 87300233 233 SULLIVAN AVENUE IJEAN GERALD F& MARY 125 B CLIFFSIDE DR IMANCHESTER ICT 06040-0000 e- Sullivan Avenue Industrial Park Parcel Owners Mailing GIS PIN# Site Address Owner Name Mailing Address Mailing City State Mailing Zip 87300059 59 SULLIVAN AVENUE SCHWEIR ELIZABETH LIVING TRUST 59 SULLIVAN AVE SOUTH WINDSOR CT 06074-0000 87300089 89 SULLIVAN AVENUE SCHWEIR LEON & EILEEN TRUSTEE 55 RIVER FRONT DR#216 MANCHESTER NH 03102-0000 87300135 135 SULLIVAN AVENUE CAST MANAGEMENT LLC 153 CLARK ST SOUTH WINDSOR CT 06074-0000 87300175 175 SULLIVAN AVENUE 211 REALTY ASSOCIATES LLC 565 NEVERS RD South Windsor CT 06074-0000 87300211 211 SULLIVAN AVENUE 211 REALTY ASSOCIATES LLC 565 NEVERS RD South Windsor CT 06074-0000 873013004 R004 SULLIVAN AVENUE 211 REALTY ASSOCIATES LLC 1565 NEVERS RD South Windsor CT 06074-0000 Letter of Owner Authorization for Sullivan Avenue Subdivision and Land Use Approval Applications South Windsor, Connecticut December 1,2014 Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 Subject: Letter of Owner Authorization from 211 Realty Associates, LLC,property owner for all required Land Use/Subdivision Applications for.the proposed development by Scannell Properties#205,LLC To Whom It May Concern, As the owner of certain property located at 175 Sullivan Avenue(Tax Parcel ID#121-49), 211 Sullivan Avenue(Tax Parcel ID#121-48)and R004 Sullivan Avenue(Tax Parcel ID# 121-50), South Windsor, Connecticut(collectively,the"Property"),the undersigned,211 Realty Associates, LLC hereby authorizes Peter R.DeMallie of Design Professionals, Inc. to act as my agent and-to sign and submit any and all applicable land use and subdivision applications and other documentation to the Town of South Windsor and/or Hartford County for and in connection with the procurement of permits, authorizations and approvals pertaining to the proposed development of the Property by Scannell Properties #205, LLC. Sincerely, 211 Realty Associates,LLC, A Connecticut limited liability company, By: avid A.Patria,Member Date Address: 211 Sullivan Avenue South Windsor, CT 06074 Cc:Peter DeMallie Letter of Owner Authorization for Sullivan Avenue Subdivision and Laud Use Approval Applications South Windsor,Connecticut December 1, 2014 Towm of South Windsor 1540 Sullivan Avenue South Windsor,Connecticut 06074 Subject: Letter of Owner Authorization from Cast Manal exn=4 LLC,property owner for all required Land Use/Subdivision Applications for the proposed development by Scannell Properties#205, LLC To Whom It May Conccrn, As the owner of certain property located at 135 Sullivan Avenue(Tax Parcel ID#121-51), South Windsor,Connecticut(the``Property"),the undersigned,Cast Management, LLC - hereby authorizes Peter R.DeMallie of Design Professionals,Inc,to act as zany agent and to sign and submit any and all applicable land use and subdivision applications and other documentation to the Town of South Windsor and/or Hartford County ror and in connection with the procurement of permits,authorizations and approvals pertaining to the proposed devclopment of the Property by Scannell Properties#205, LLC. Sincerely, Cast Manage-went,LLC, A Connecticut Iimited liability company, *10"T By: Stanleyiny,Managig er Date Address: c/o Carl T.Landolina Fahey&Landolina 487"Spring Street Windsor Locks,CT 06096 Cc:Peter DeMallie T000/T000 In 31111 OZlld aoIOHO tI110A VT196QZ099 XV3 XV CC:6 6TOZ/TO/ZT Dee 02 14 01: 45p MPI B608273450 P. 1 Letter of Owner Authorization for Sullivan venue Subdivision and Land Use Approval Applications South Windsor, Connecticut December 1,201 Town of South indsor 1540 Sullivan A enue South Windsor, onnecticut 06074 Subject: L tter of Owner Authorization from Karen Petraglia,Trustee of the Leon& E' een Sch-txeir Revocable Living Trust and Elizabeth Schweir,Trustee of th Elizabeth Schweir Living Trust,property owner for all required Land U /Subdivision Applications for the proposed development by Scannell Py Dperties#205,LLC To Whore It Ma Concern, As the oxvner of ertain property located at 59 Sullivan Avenue(Tax Parcel ID#121-53), and 89 Sullivan venue(Tax Parcel ID#121-52), South Windsor,Connecticut (collectively,the `Property"),the undersigned Trustees,Karen Petraglia and Eileen Schweir hereby a athorize Peter R. DeMallie of Design Professionals,Inc.to act as their agent and to sign and submit any and all applicable land use and subdivision applications and other docum ntation to the Town of South'Windsor and/or Hartford County for and in connection with I he procurement of permits,authorizations and approvals pertaining to the proposed development of the Property by Scannell Properties#205,LLC. Sincerely, Karen Petraglia, rustee of the Leon&Eileen Elizabeth Schweir, Trustee of the Schweir Revoca e Living Trust Elizabeth Schweir Living Trust Date: Date: / —_-T —/4(- Address: Address: 55 River Front D 've,#216 59 Sullivan Avenue Manchester,Nem Hampshire 03102 South Windsor, Connecticut 06074 Cc:Peter DeMall'e f Letter of Owner Authorization for Sullivan Avenue Subdivision and Land Use Approval Applications South Windsor,Connecticut December 1,2014 Town of South Windsor 1540 Sullivan Avenue South Windsor,Connecticut 06074 Subject: Letter of Owner Authorization from Karen Petraglia,Trustee of the Leon& Eileen Schweir Revocable Living Trust and Elizabeth Schweir,Trustee of the Elizabeth Schweir Living Trust,property owner for all required Land Use/Subdivision Applications for the proposed development by Scannell Properties#205,LLC To Whole It May Concern, As the owner of certain property located at 59 Sullivan Avenue(Tax Parcel ID#121- 53),and 89 Sullivan Avenue(Tax Parcel ID#121-52),South Windsor,Connecticut (collectively,the"Property"),the undersigned Trustees,Karen Petraglia and Eileen Schweir hereby authorize Peter R.DeMallie of Design Professionals,Inc. to act as their agent and to sign and submit any and all applicable land use and subdivision applications and other documentation to the Town of South Windsor and/or Hartford County for and in connection with the procurement of permits,authorizations and approvals pertaining to the proposed development of the Property by Scannell Properties#205;LLC. Sincerely, Karen Petraglia,Trustee of the Leon&Eileen Elizabeth Schweir,Trustee of the Schweir Revocable Living Trust Elizabeth Schweir Living Trust By: By: i Date: 111301/y Date: Address: Address: 55 River Front Drive,#216 59 Sullivan Avenue Manchester,New Hampshire 03102 South Windsor, Connecticut 06074 Cc:Peter DeMallie PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 12-8-14 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Andrea Confrancesco, Glen Buonanducci FROM: Michele Lipe,AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 14-58P, Sullivan Ave Industrial Park Location: Easterly side of John Fitch Boulevard, southerly side of Sullivan Ave ® Site Plan ❑ Subdivision No. Acres 37+ Zone I ❑ Industrial ® Commercial ❑ Residential No. Lots/Units 3 Water: Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 3 lots—all frontage lots on Sullivan Ave. Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 12/26/14 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Buonanducci, Glenn Sent: Monday, December 08, 2014 1:17 PM To: Zarambo, Lauren L. Cc: Custer, Scott Subject: Re: In House Referral for Sullivan Avenue Industrial Park No concerns assuming that they are using existing driveways. SGT. Glenn Buonanducci 156 Sent from my Whone On Dec 8, 2014, at 11:20,Zarambo, Lauren L. <Lauren.Zarambo(c�,southwindsor.org>wrote: Please find attached In House Referral Form for Appl. 14-58P, Sullivan Avenue Industrial Park. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.25n ext 253 <InHouseRef 14_58P.pdf> 12/8/2014 0 CD 0 Sullivan Avenue Industrial Park -p Direct Abutting Parcel Owners r Mailing Parcel ID Site Address Owner Name Mailing Address Mailing City State Mailing Zip a 47701700 1700 JOHN FITCH BLVD COHEN MARK S &JANICE L PO BOX 67 EAST WINDSOR HILL CT 06028-0000 47701640 1640 JOHN FITCH BLVD COHEN PROPERTIES LLC P 0 BOX 67 E WINDSOR HILL CT 06028-0000 0 cu 87300239 239 SULLIVAN AVENUE NEYRA EDWARD J 10700 EVENDALE DRIVE CINCINNATI OH 45241-0000 87300233 233 SULLIVAN AVENUE JEAN GERALD F & MARY 25 B CLIFFSIDE DR MANCHESTER CT 06040-0000 0 C m m 0 v 5 0 1 Co � o Cn C - � -D Dec 12 14 04:39p Design Professionals, Inc 860-291-8757 p.2 P.O.BOX 1167 21 JEFFREY CT DRIVE SIXTHSTH 1NINDSOR, 06074 PHONE:860-291.8755 FAX: 860-291-875 7 www.des ignprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS/ GIS ANALYSTS I LANDSCAPE ARCHITECTS • Serving Connecticut, M�ssochrrsetis, i Rhode Isl�gd • • December 2,2014 • Re: Sullivan Avenue Industrial Park Inland Wetlands&Watercourses/Planning&Zoning Applications 59,89,135,R004,175,&211 Sullivan Avenue Dear Abutting Property Owner: In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses,and Conservation Regulations",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 Inland Wetlands Agency/Conservation Commission.The application and plans are on file with the South Windsor Planning Department. As an abuttingproperty p p rty owner you are invited to the hearing to ask questions and/or give comments,however,you are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer,Planning Department,860-644-2511, ext. 229. Furthermore,in accordance with the Rules& Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the properties located at 59,89, 135,R004, 175,&211 Sullivan Avenue,abutting your property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with the South Windsor Planning Department. 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 Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511, ext. 252. If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS,INC. Peter R.DeMallie President Cc: Town of South Windsor Client • G:ijobsy3496'kDocslAppricarions\34962014-12-02 Abutter Notice.doc Dec 12 14 04:39p Design Professionals, Inc 860-291-8757 p.3 Postal CERTIFIED MAIL,. RECEIPT .. , • • MLrinly;)Voinsurae coverage Provided) CERTIFIED MAIL-,I nc RECEIPT . nt (oomestic man only; n- m Postage s '10.44 Ee � Tj� U � � 0874 a Certified Fee $3. 1 08 m Postage 5 $0.49 0874 r-qQ Relum Receipt Fee Postmark `� Certified Fee $3.30 08 a (Endorserneni Required) $2.70 Here Postmark Restriciad Delivery Fee O Return Receipt Fee Here C] (Endorsement Required) 80.00 0 (Endorsement Requked) $2.70 Lr1 O Resticted Delivery Fee c-4 Total Postage&Fees $ �(j�49 12/04/2014 (Endorsement Required) $0.00 O C3 "-I Total Postage&Fees $ 16.49 12/04/2014 e1�rh s a Jan tt° L. Cah n '" Sliest, No. 0 orPoeox ice. /fix ` :� r r t°4 t!G City State, �- _I._....__..___ -_• "S`treet,AW--No.;------- ------------ t cc,� -- �o— /"�------------ ---- r �L�1]�' � orPO Box No. PS Few 3800,Augus: r Clfy Sfete.ZfP+4See Reverse lo�Instructions PS Fonn 3800.August 2000 Postal D-. CERTIFIEDAt • ■ I U.S. Postal CERTIFIED(Domes tic MOil ONY;No insurance Co vera_qe pro ode d) . e • (Domestic Mail Only; Provided)rageu) Postage s ia t0.49 pg74 _. -. Ck_b t�T _f�� 3 `- 5 r� oCerWW Fee 3J.30 postage $ 50.49 0874 O Retum ReoeiptFee Postmark Certified Fee O (Endorsement Requ'ved) $2.70 Here r9 53.30 08 Restricted Delivery Fee � 0 Return Receipt Fee Pcstmark Q (Endorsers®nt Required) �00 t� (Ertdorsemern Required) $2.70 He re Restricted DeWery Fee p Total Postage&Fees $ $t5.49 12/04/201.4 C3 (Erdors�nentRequired) $0.00 O-' ra Sent fir l� f O Total Postage&Fees $ �1i.49 12/04l2014. 0 -- ...f... ....._ 'k'/_I__it C of Sirsei APt.No; / - --------------- m L�ft.i To p �r .- -- or PO ,A �.lf��Y- ------•-••--------------_------------- yStateGM1- Box Nc. ---------c�---�� �.............tate,ZlP+4 *---------------- 4.7 17 A h7, cI7L 5 7 / rr MEMORANDUM To: Michele'Lipe,Town Planner From: Jeffrey Doolittle,Town Engineer Date: 1/12/15 RE:. Application 14-58P—Sullivan Ave Industrial park Engineering has reviewed the subdivision plan for the above application and has the following comments: 1. The three lots shall be served by 4 driveways, including one right-in, right-out only from Route 5, one full service driveway off' Sullivan Avenue across from Rye Street (requiring modification of the existing traffic signal), one right-in, right-out only from Sullivan Ave between Rye St and Commerce Way and one right-in, right-out only from Sullivan Avenue to the..east of Rye street. This is in accordance with the Town's access management regulations and the traffic study provided. 2. There shall be shared access between each of the 3 lots so traffic can move freely between them and in and out of any of the driveways. 3. The existing access from the residential property at 59 Sullivan Avenue to the proposed lot 1 needs to be removed and cut off as there should not be any traffic between the residential use and industrial uses on these lots. 4. Provisions shall be made for future shared access between lot 3 and industrial property at 233 and 239 Sullivan Avenue. These properties should use one common driveway off Sullivan Avenue. 5. Include sidewalks or a 10 ft wide mulit-use path along the entire property frontage on Sullivan Avenue. 6. A crosswalk and pedestrian signal need to be included at the traffic signal at the intersection of Sullivan Avenue and Rye Street/main site driveway. 7. 1 suggest Sullivan Avenue east-bound be widened to 2 lanes to the railroad tracks to accommodate a future right-in, right-out driveway on lot 3. Please contact me if you have any questions. 1 �O*N sf4 � x F O M J � U� 01 C.} U w° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 sox•co TELEPHONE(860) 644-2511 Certified#70111570000063328216 December 19, 2014 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #14-58P—Scannell Properties, 59, 89, 175, 211, R004 Sullivan Avenue, South Windsor, CT Dear Mr. DeMallie: At the December 17, 2014 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #14-58P — Scannell Properties #205, LLC — 59, 89, 175, 211, R004 Sullivan Ave. — IWA/Conservation Commission application for a three lot subdivision. The site is located southerly of Sullivan Ave, and easterly of John Fitch Blvd (Rt 5), Industrial (I)Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 17, 2019. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCy/CONSERVATION COMMISSION Barbara Kelly, Vice Chairperson cc: Director of Planning Chief Building Official Page 1 of 1 Lipe, Michele From: Danna, Charles Sent: Wednesday, December 24, 2014 12:42 PM To: Lipe, Michele Subject: street number changes Merry Christmas Michele, The developer has approached the office with the request that for the reconfiguration of the Sullivan Ave Project could they call lot#1 75 rather than the existing 89 the property now enjoys. Well, I don't really care so we will go with 75, 135, and 175 for the three reconfigured lots (unless you have some concerns that I am not aware of??????). Note that 59 will remain unchanged. Charlie Danna Assessor 1/5/2015 t�WN Sfq O r (+ a m � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 r�OSOR•c° TELEPHONE (860) 644-2511 December 29, 2014 Peter R. DeMallie Design Professionals, Inc. P.O. Box 1167 South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 14-58P, Sullivan Avenue Industrial Park - request for a 3 lot subdivision of approximately 37+ acres of land at 59, 89,135, R004, 175, and 211 Sullivan Avenue, (located on the southerly side of Sullivan Avenue, easterly side of John Fitch Boulevard) I zone- Please be advised that the Regular Meeting of the Planning and Zoning Commission in the above referenced matter has been scheduled for Tuesday, January 13, 2015 in the Madden Room of the South Windsor Town.Hall, 1540 Sullivan Avenue. The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone must be present at the meeting to represent the application. Three signs advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. A sign must be posted on John Fitch Boulevard and two signs along Sullivan Avenue by Friday, January 2, 2015. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary Appl #14-58 P, Sullivan Avenue Industrial Park Subdivision 1/13/15 Planning Dept. Report 1. Application for a 3 lot subdivision of approximately 37.5+ acres at 59, 89, 135, R004, 175 and 211 Sullivan Avenue, located on the southerly side of Sullivan Avenue, easterly side of John Fitch Boulevard, I zone. 2. Minimum lot size in the Industrial zone is 30,000 sq. ft., with 150 feet of frontage required for lots that front on Sullivan Ave. The lot sizes in this subdivision are 6.6 ac, 13.6 ac and 16.4 acres. 3. The only public improvements we would expect to be shown at this time is the addition of a sidewalk along the Sullivan Ave frontage. Staff would also recommend that a crosswalk and associated improvements be added at the Rye Street signalized intersection. 4. All three lots will be frontage lots on Sullivan Avenue and Lot#1 will have access along John Fitch Boulevard as well. These properties are subject to Section 5.5 Access Management regulations. This is the time for the PZC to discuss access into these lots and to set up access management provisions for future development of the properties. 5. Staff has been in discussions with the Police Department and have reviewed potential access into the site and recommend the following: right turn/right out along John Fitch Boulevard with access easements to provide access to all three lots to alleviate northbound trucks from making left hand turns; one full access at Rye Street light (with lots east and west access easements); One right in/right out between Rye and Commerce Way and one right/right out only east of Rye Street. We request that the applicant submit, as a part of the subdivision final plan, an overall plan for the access points as cross travel easements between the three lots. 6. Sullivan Ave and John Fitch Boulevard are both state roads so review by the Office of the State Traffic Administration encroachment permits will be required for any new development entering/exiting on the state road as well as any proposed road improvements. 7. There are wetlands on the property. The application was heard by the Inland Wetlands Agency/Conservation Commission on December 17, 2014 with no unusual approval conditions. 8. Public water and public sewers are available in Sullivan Ave. 9. Site plan approval by the Planning and Zoning Commission is required on all lots prior to use or construction on any lot. S�y1N Sf4 70� ale sM ?d m � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 70111570 0000 63371174 January 20, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 14-58P, Sullivan Avenue Industrial Park Subdivision, 59, 89, 135, 175, 211, and R004 Sullivan Avenue We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 2015, to approve with modifications Application#14-58P, Subdivision on 37+acres to create a 3 lot subdivision to be known as Sullivan Avenue Industrial Park on property located on 59, 89, 135, 175, 211 and R004 Sullivan Avenue on the southerly side of Sullivan Avenue, easterly side of John Fitch Boulevard, I zone as shown on plans prepared by Design Professionals, Inc., Project# 3496 and dated 12-2-14, as revised. This approval is subject to the following modifications: 1. This approval is for 3 lots,numbered 1-3 2. Concrete sidewalks,built to Town specifications, shall be installed along the Sullivan Avenue frontage. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. A street tree easement is required to be shown per the subdivision regulations and specific trees to be planted should be coordinated with the Town's Tree Warden and are to be planted in accordance with the enclosed Tree Planting Specifications. 9. All easements for conservation purposes, drainage or utilities,that may be required in connection with the approval of this subdivision,must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space,public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 10. If,for any reason, finished grading and other individual lot site work is not completed,the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 11. Quantity estimates must be submitted to the.Town Engineer(on the enclosed form)for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date,the Commission may, at its option, call the Letter it is holding. 12. A drainage assessment fee in the amount of$150 shall be submitted to this Commission. 13. The Town Engineer's review comments dated 1/12/15 must be incorporated into the final plans. 14. A crosswalk and associated improvements shall be added to the intersection of the new main driveway and Rye Street intersection. 15. In accordance with Section 5.5.3 this application is subject to access management regulations including the following: • An easement allowing cross access to and from the adjacent property on Sullivan Avenue/John Fitch Boulevard(including the properties adjacent to the east and west of this subdivision)must be accommodated. Details of the access management plans for the lots are to be finalized with Town staff. 16. Site plan approval by the Planning and Zoning Commission is required prior to use or construction on any lot. Black and white transparent mylar of Sheet #S1 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylar. After the mylar have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by May 1, 2015. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz Enclosures: Deed/easement policy, Bonding policy, Tree Planting Specifications cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 � � FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island • • Michele Lipe March 10, 2015 Director of Planning : 1540 Sullivan Avenue South Windsor,CT 06074 Re: Multi-Modal Pathway Sullivan Avenue Industrial Park South Windsor, Connecticut DPI Project No. 3496 • Dear Michele: On behalf of our client, Scannell Properties#205, LLC, I hereby request that the Planning& Zoning Commission modify its original subdivision approval letter, dated January 20, 2015, item 2,to require, along the Sullivan Avenue frontage, a 10 feet wide bituminous concrete multi-modal pathway, i.e., bikeway, in lieu of concrete sidewalks. This modification would be consistent with the Commission's site plan approval for Lot No. 2 (regional distribution center). Thank you. • i : All the best, • DESIGN PROFESSIONALS,INC. By: l 'Peter R. DeMallie President : CC: Jill Marcotte, Scannell Properties Wayne C. Gerlt, Esq. Benjamin Wheeler, PLA Andrew Krar, P.E. • Documentl Page 1 of 1 Zarambo, Lauren L. From: Robert Dickinson [rldickinson@snet.net] Sent: Friday, March 06, 2015 8:23 PM To: Lipe, Michele Cc: Zarambo, Lauren L. Subject: Fw: Input for March 10 2015 P&Z commission Public Hearing and Regular meeting Please ignore the previous E-mail as it got sent incomplete & unedited. Full intended E-mail follows: ke o make the following comment for the Planning &Zoning March 10, 2015 Public Hearing Reference Public Hearing on Appl. 15-11P,West River Farms: I would encourage that a provision be provided for public access into the private open space recreation area to provide public access to the Scantic River. I Wed like t make the following comment at the Planning &Zoning March 10, 2015 R766lar Meeting rider Public Participation. r Re item: {� Appl.14-58P,Sullivan Avenue Industrial Park Request from Scannell properties to modify Subdivision approval �f condition#2 to reflect the construction of a 10 foot multi-use path I would state that I support the modification of the Subdivision approval to reflect the construction of a 10 foot multi-use path. Sincerely Robert Dickinson 19 Birch Road, South Windsor, CT 3/9/2015 �OwN Sf, co e a 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�Osox•co�� TELEPHONE(860) 644-2511 March 12, 2015 Peter DeMallie Design Professionals, Inc. P.O. Box 1167 South Windsor, CT 06074 Re: Sullivan Avenue Industrial Park Subdivision Multi-Modal Pathway Dear Mr. DeMallie: We are pleased to advise you that the Planning & Zoning Commission voted on March 10, 2015 to approve the modification to Item 2 of the original subdivision approval letter for Application 14-58P, Sullivan Avenue Industrial Park dated January 20, 2015, to read: 2. A 10 feet wide bituminous concrete multi-modal pathway, in lieu of concrete sidewalks, is required along the Sullivan Avenue frontage. Black and white transparent mylars of Sheet #Sl and #SP-1 with the above modification, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by May 1, 2015. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, —~ Bart Pacekonis, Chairman Planning &Zoning Commission BP/llz cc: Town Engineer 14 00- P.O.BOX 1167 21 JEFFREY DRIVE SOUTH H WINDSOR,Cr 06074 PHONE:860.291.8755 101 M -1 als FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • LETTER OF TRANSMITTAL To: Michele Li e p Date: 3/9/2015 DPI Project No. 3496 Town of South Windsor Re: Sullivan Avenue Industrial Park, Sullivan Ave&Route 5 (delivered) South Windsor, CT WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. 2 2/27/15 Final Subdivision Plans for Staff Review • These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ® For your use ❑ Make corrections I—] Submit copies for distribution El As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us • REMARKS: : RECEIVED • MAR Q 9 Z015 : $pUTH WINDS p�pNNING pEPT. SIGNED/Krar, CC: MEMORANDUM To: Michele Lipe, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer X-P Date: 3/19/15 RE: App 14-58P Sullivan Ave Industrial Park SD Bond The Engineering Division recommends a bond of$128,100 be set for the required public improvements associated with the Sullivan Ave Industrial Park Subdivision. This bond covers installation of a new bituminous multi-use path, street trees, pins and monuments. Please call me if you have any questions. 77 7 E PROJECT: Sullivan Avenue Industrial Park TOWN OF SOUTH WINDSOR STREET: 89,135, R004, 175,&211 Sullivan Avenue BOND ESTIMATE FORM P&Z ID: 14-58P 2007 CALENDAR YEAR 3WH MNOSOR,!,j,,NNINGDEPT. ENGINEER: Andrew Krar, PE DATE: 3/10/2015 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 1 CLEARING&GRUBBING LS STRIP &STOCKPILE 2 TOPSOIL CY 5.00 EARTH EXCAVATION (EXCLUDING ROADWAY 3 &TRENCH CY 14.00 ROADWAY 4 EXCAVATION CY 14.00 EARTH TRENCH EXC. 5 (0-4ft) CY 10.00 EARTH TRENCH EXC. 6 (0-1 oft) CY 14.00 EARCH TRENCH EXC. 7 (0- 15ft) CY 25.00 EARTH TRENCH EXC. 8 (0-20ft) CY 45.00 9 ROADWAY EXC. (ROCK) CY 65.00 ROCK TRENCH EXC. 10 (0-4ft) CY 100.00 ROCK TRENCH EXC. 11 (0- l oft) CY 125.00 ROCK TRENCH EXC. 12 (0- 15ft) CY 140.00 ROCK TRENCH EXC. 13 (0-20ft) CY 150.00 FORMATION OF 14 SUBGRADE SY 2.00 15 SUBBASE GRAVEL CY 25.00 PROCESSED 16 AGGREGATE TONS 27.00 17 COMMON BORROW ICY 1 21.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Pagel WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 18 GRAVEL BORROW CY 22.00 BIT. 19 CONCRETE (CLASS 1) TONS 78.00 BIT. 20 CONCRETE(CLASS II) TONS 75.00 6"ASPHALT LIP 21 CURBING LF 4.00 ROAD WIDENING 22 COMPLETE SY 60.00 CONC. SIDEWALK 4' 23 WIDE LF 45.00 STORM DRAINAGE SYSTEM COMPONENTS 160" RCP CLASS IV IN 24 PLACE LF 120.00 54" RCP CLASS IV IN 25 PLACE LF 100.00 48" RCP CLASS IV IN 26 PLACE LF 100.00 42" RCP CLASS IV IN 27 PLACE LF 85.00 36" RCP CLASS IV IN 28 PLACE LF 76.00 30" RCP CLASS IV IN 29 PLACE LF 62.00 24" RCP CLASS IV IN 30 PLACE LF 58.00 18" RCP CLASS IV IN 31 PLACE LF 48.00 15" RCP CLASS IV IN 32 PLACE 45.00 POLYETHYLENE PIPE 33 8"ADS-N-12 OR EQUAL 25.00 34 10"ADS-N-12 OR EQUAL 30.00 35 12"ADS-N-12 OR EQUAL 35.00 36 15"ADS-N-12 OR EQUAL 40.00 37 18"ADS-N-12 OR EQUAL 45.00 38 --F - TOTAL 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 UNDERDRAINS 40 6" PVC SDS 35 IN PLACE LF 30.00 41 8" PVC SDR 35 IN PLACE LF 32.00 RIPRAP 42 MODIFIED RIPRAP CY 77.00 43 INTERMEDIATE RIPRAP CY 79.00 44 STANDARD RIPRAP CY 97.00 DRAINAGE STRUCTURES 45 TYPE"C"CATCH BASIN EA 3,000.00 TYPE"C" DOUBLE 46 GRATE EA 4,000.00 TYPE"C-L"CATCH 47 BASIN EA 3,000.00 48 MANHOLE EA 3,000.00 MANHOLE W/DROP 49 INLET EA 5,000.00 MANHOLE OVER TEN 50 FEET EA 4,800.00 51 HEADWALL EA 52 ENDWALL EA 53 BOX CULVERT LF 54 15" FLARED END EA 670.00 55 18" FLARED END EA 750.00 56 24" FLARED END EA 900.00 57 36" FLARED END EA 1,200.00 DETENTION OUTLET 58 STRUCTURE EA 4,500.00 10"WIDE GRAVE 59 ACCESSROAD LF 15.00 60 RESET M.H. OR C.B. EA 900.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3 L WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 61 62 63 SANITARY SEWER COMPONENTS 12" PVC IN PLACE SDR 6435 LF 110.00 10" PVC IN PLACE SDR 6535 LF 90.00 66 8" PVC IN PLACE SDR 35 LF 82.00 67 6" PVC IN PLACE SDR 35 LF 44.00 SANITARY SEWER STRUCTURES 68 Sanitary Manhole EA 3,850.00 SANITARY MANHOLE 69 W/DROP INLET EA 5,600.00 SANITARY MANHOLE 70 OVER 10 FT. 4,500.00 71 72 STRUCTURES &MISC ITEMS MODULAR BLOCK 73 RETAINING WALL SF 55.00 74 4' FENCE (TYPE: ) LF 12.00 GUIDE RAIL 75 (TYPE: ) LF 60.00 TOTAL 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 STRUCTURES&MISC ITEMS CONT-D) END ANCHORAGE (TYPE: 76 ) EA 1,000.00 77 GUIDE POST EA 140.00 78 PAVEMENT MARKING LF 2.00 79 STREET SIGNS EA 130.00 80 TRAFFIC SIGNS EA 130.00 81 STREET LIGHTS EA 1,000.00 FURNISHING/PLACING 82 TOPSOIL SY 7.00 FERTILIZING, SEEDING 83 AND MULCHING SY 7.00 84 TREES EA 48 200.00 9,600.00 MAINTENANCE/PROTEC 85 TION OF TRAFFIC LS CONSTRUCTION 86 STAKING LS 87 AS-BUILTS LS 88 IRON PINS EA 17 150.00 2,550.00 CONCRETE 89 MONUMENTS EA 5 350.00 1,750.00 90 DRIVEWAY-BIT. CONC. SY 2215 40.00 88,600.00 91 TOTAL 102,500.00 0.00 0.00 s/engi need ng/forms/bond estimates/bondestimateform 2007-1 Page 5 SSW N se4 7-0� 074CSa� ?d&u&&t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 March 25,2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive P.O. Box 1167 South Windsor, CT 06074 Dear Mr. DeMallie, Re: Appl. 14-58P, Sullivan Avenue Industrial Park Subdivision This is to advise you that the Planning and Zoning Commission voted on March 24, 2015 to set the Subdivision Bond at $128,100 for subdivision improvements associated with the above mentioned application. A bond or letter of credit in this amount must be posted prior to the filing of mylars and issuance of building permits. Sincerely, XVV Burt Pacekonis, Chairman PLANNING &ZONING COMMISSION BP/ilz cc: Town Engineer Chief Building Official GRRLT ILAw, LLC 112 DEMING STREET P.O. BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1 132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2565 March 25, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMAIL.COM Mr. Christopher Dugan Building Official Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Building Permit to Demolish, Remove and Dispose Of Former Tractor Trailer Dealership and out buildings at 175 Sullivan Avenue, South Windsor, CT Dear Mr. Dugan: This letter is to clarify that the application referenced above was filed on behalf of Scannell Properties #205, LLC of Indianapolis, Indiana which will become the outright title holder for the referenced property on or about March 31, 2015. With the consent of the current property owner (211 Realty Associates, LLC) consented to Scannell's application for a demolition permit as referenced above with the understanding that no demolition will occur prior to Scannell becoming the title holder on or about March 31, 2015. Respectfully submitted for The Property Owners By. '" .. W e ChristopY er 1f orney for S an 1 Properties#205, LLC WCG:mt Cc: Michele Lipe GERLT LAW, LLC 112 DEMING STREET P.O. BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1 1 32 WAYNE CHRISTOPHER GERLT TEL. (860) 644-2565 March 25, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMAIL.COM Mr. Christopher Dugan Building Official Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Building Permit to Demolish, Remove and Dispose Of Former Tractor Trailer Dealership and out buildings at 89 Sullivan Avenue, South Windsor, CT Dear Mr. Dugan: This letter is to clarify that the application referenced above was filed on behalf of Scannell Properties #205, LLC of Indianapolis, Indiana which will become the outright title holder for the referenced property on or about March 31, 2015. With the consent of the current property owner (Elizabeth Schweir, Trustee of the Elizabeth Schweir Living Trust, and Karen Petraglia, Trustee of the Leon and Eileen Schweir Living Trust) consented to Scannell's application for a demolition permit as referenced above with the understanding that no demolition will occur prior to Scannell becoming the title holder on or about March 31, 2015. Respectfully submitted for The Property Owners By: Wayee Christ - e erlt orney forIcallnell Properties#205, LLC WCG:mt Cc: Michele Lipe GERLT ]LAW, LLC 112 DEMING STREET P.O. BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1 1 32 WAYNE CHRISTOPHER GERLT TEL. (860) 644-2565 FAX(860) 644-2567 March 25, 2015 E-MAIL:WCGESQ@GMAIL.COM Mr. Christopher Dugan Building Official Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Building Permit to Demolish, Remove and Dispose Of former Tractor Trailer Dealership and out buildings at 211 Sullivan Avenue, South Windsor, CT Dear Mr. Dugan: This letter is to clarify that the application referenced above was filed on behalf of Scannell Properties #205, LLC of Indianapolis, Indiana which will become the outright title holder for the referenced property on or about March 31, 2015. With the consent of the current property owner (211 Realty Associates, LLC) consented to Scannell's application for a demolition permit as referenced above with the understanding that no demolition will occur prior to Scannell becoming the title holder on or about March 31, 2015. Respectfully submi d for The Property O ners' B y:.%' > Wayne Christo her erlt Attorney for Scannell Properties#205, LLC WCG:mt Cc: Michele Lipe P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 Is www.designprofessionalsinc.com CIVIL $ TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Michele Lipe Date: 3/24/2015 DPI Project No. 3496 Town of South Windsor Re: Sullivan Avenue Industrial Park, Sullivan Ave&Route 5 (delivered) South Windsor,CT • WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • • COPIES DATE NO. DESCRIPTION 4 3/20/15 Site Plans 4 3/20/15 Subdivision Plans Rx /4,s R- 1 , +_A- Z , Co�2� key- I • These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us • REMARKS: : S"WIN M PLANNING DEFT. : SIGNED: CC: Andrew Kr r, P.E. P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/SURVEYORS 1013 ANALYSTS I LANDSCAPE ARCHITECTS Serving connectIcut, Massachusetts, *Rhode/s/and • • LETTER OF TRANSMITTAL • To: Michele Lipe Date: 3/31/2015 DPI Project No. 3496 Town of South Windsor Re: Sullivan Avenue Industrial Park : : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIESDATE NO. DESCRIPTION 1 3/30/15 client check#019928 for Drainage Assessment Fee e • • These are transmitted as checked below: : ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval : ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints : ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: : c�1WtPIDS0�p1ANN1�'�EPT. : • SIGNED: CC: Ben in P.Wheeler, PLA PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/01/15 CUSTOMER#: 000000000 TIME: 08:50 CLERK: laurenlz RECPT#: 20773545 PREV BAL: TP/YR: MS/2015 AMT PAID: 150.00 BILL: ADJSTMNT: EFF DT: 04/O1/15 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 150.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 150.00 AMT APPLIED: 150.00 CHANGE: .00 PAID BY: SCANNELL PROPERTIES PAYMENT METH: CHECK PAYMENT REF: 19928 Offices Indianapolis 800 E.96th Street J , Washington DC Suite 175 SCAN N E L L San Francisco Indianapolis,IN 46240 PROPERTIES Denver tel:317.843.5959 Minneapolis fax:317.843.5957 April 6, 2015 SENT VIA OVERNIGHT MAIL Town of South Windsor Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Re: Appl#1 P Regional Distribution Facility, 135 Sullivan Avenue, South Windsor, CT 06074 Dear Sir: Enclosed please find a cashier's check in the amount of$122,500.00 made payable to the Town of South Windsor for the above-referenced project. This check represents the subdivision bond (LOC) that the Town of South Windsor requires for this project. It is our understanding, that after posting this bond, we will receive our building permit and recorded subdivision plan. Thank you in advance for your assistance. Please feel free to contact me should you have any questions. Sincerely, David ohns , Controller DJ:mb Enclosure cc: Cheryl Saalfrank Grant Chapman Jill Marcotte �ti^trv.scatne�lprcparties.corn BOND. TRANSMITTAL DATE: _April 7, 2015 APPLICANT NAME Scannell Properties #205, LLC ADDRESS 800 East 96th Street, Suite 175 Indianapolis, IN 46240 PROJECT LOCATION/ADDRESS LOT _Sullivan Avenue Industrial Park SUBDIVISION 59, 89, 135, 175, 211, and R004 Sullivan Avenue P&Z OR IWA/CC APPLICATION NUMBER Appl. 14-58P AMOUNT OF BOND Subdivision Bond $ 122,500 CHECK NUMBER 5501119404 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 4/7/15 NAME Q DATE PROCESSED BY FINANCE NAME U DATE SUB ACCOUNT NUMBER yd O o2 MUNIS APPLICATION 201401720 W:\Pianning Admin\PZMonds\2015 Bonds\14-58P SullivanAvelndustlPk SubdivBondTrans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/08/15 CUSTOMER#: 000000000 TIME: 11:06 CLERK: laurenlz RECPT#: 20774020 PREV BAL: TP/YR: MS/2015 AMT PAID: 122500.00 BILL: ADJSTMNT: EFF DT: 04/08/15 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 122500.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 122500.00 AMT APPLIED: 122500.00 CHANGE: .00 PAID BY: SCANNELL PROPERTIES PAYMENT METH: CHECK PAYMENT REF: 5501119404 t0W N SE, F 719_uw aP Sau V&U/&)1t • �� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 OR-CO TELEPHONE(860) 644-2511 April 15, 2015 Attorney Wayne C. Gerlt Gerlt Law, LLC P.O. Box 1132 South Windsor, CT 06074-1132 Re: Appl. 14-58P, Sullivan Avenue Industrial Park Subdivision, 59, 89, 135, 175, 211, and R004 Sullivan Avenue Dear Attorney Gerlt: Please be advised that the Planning and Zoning Commission voted on March 24, 2015 to grant two 90-day extensions to file mylars for the above-referenced subdivision in the Town Clerk's office. The new filing deadline is October 28, 2015. This extension is the final extension permitted under Connecticut General § 8-25. Sincerely, Bart Pacekonis, Chairman Planning &Zoning Commission BP/llz cc: Peter DeMallie,Design Professionals, Inc. Jill Marcotte, Scannell Properties#205, LLC GERLT LAW, ILILC 112 DEMING STREET P.O. BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1 132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2565 March 4, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMA1L.COM Mr. Bart Pacekonis, Chairman Planning & Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application 14-58P, Sullivan Avenue Industrial Park Subdivision, 59, 89, 135, 175, 211, and R004 Sullivan Avenue Dear Mr. Pacekonis: I represent Scannell Properties #205, LLC in regard to the referenced subdivision approval. The applicant hereby requests a 90 day extension of time for the filing of the mylar to July 30, 2015. Thank you for your consideration of this request. 461 t WCG:mt Cc: Matthew Galligan, Town Planner Peter DeMallie Jill Marcotte BubarisfiTraffic James G.Bubaris,P.E. A 5 S 0 C I A T E S -- Principal Planning*Engineering*Design ------ January 30, 201 A i .11. Ms. Jill Marcotte L=j Development Manager 'i;/ ( ; D Scannell Properties #205, LLC 800 East 96t5 Street E 1 707 Suite 175 ff� Indianapolis, IN 46240 0 2015 Re: Site Traffic Evaluation Study 7:JAN 3 0,2015 8"WINDSOR PLANING DER Proposed Sullivan Avenue Industrial Park Sullivan Avenue (Route 194) at John Fitch Boulevard (Route 6) South Windsor, Connecticut Dear Ms. Marcotte: Reference is made to the proposal for the ultimate development of the parcel of land located on the south side of Sullivan Avenue (Route 194), bounded by John Fitch Boulevard (Route 5) on the west and the strip of land abutting the railroad tracks east of Troy Road on the east, in the Town of South Windsor, Connecticut. Please refer to Exhibit I of the Appendix which locates this site with respect to the surrounding roadway network, with Sullivan Avenue (Route 194) running east-west along the north boundary line, and John Fitch Boulevard (Route 5) running north-south along the western boundary line. Please refer to Exhibit 2 of the Appendix which shows the proposed master plan for the development of this parcel consisting of three (3) lots numbered 1 through 3 moving from west to east, which will ultimately include three (3) commercial industrial buildings served by four (4) site drives, as follows: * An unsignalized right-turn in / right-turn out only site drive on Route 5 south of Sullivan Avenue. * An unsignalized right-turn in / right-turn out only site drive on Sullivan Avenue at the western end of the site between Commerce Way to the west and Rye Street to the east. * A signalized full access/egress site drive on Sullivan Avenue opposite Rye Street, where the intersection of Sullivan Avenue at Rye Street is currently a signalized, three-way intersection. 0 An unsignalized right turn in / right-turn out only site drive on Sullivan Avenue at the eastern end of the site between Rye Street to the west and Kennedy Road to the east. PO Box 4250* Yalesville,CT 06492* Phone:203-265-8086 * Cell:203-606-4742 *TimBubaris@h-otmzCil.com 2 ' Introduction ' It is intended that the three industrial zoned lots resulting from a recent subdivision of the property will ultimately be developed for permitted uses under , the zoning regulations of the Town of South Windsor. The development is anticipated to occur in increments, beginning with the development of Building 1 on I:Dt 2 that.as to include a 292,000 square foot building area, 50 paved auto ' parking spaces and�25 paved trailer parking spaces. Of the 292,000 SF building area, 287,000 SF is to be warehouse/distribution space and 5,000 SF is to be used as support office space. Lots 1 and 3 will be developed as users are ' identified. Thus a traffic impact study-dated �.ece_Tmber 26, 2024 as.initially submitted to the Town of South Windsor and the O raffic Administration (OSTA) that analyzed only the impacts of the known development plan for Building 1 on Lot 2. Subsequent to the Town's and OSTA's review of the initial traffic study ' and per request, the following FULL BUILD analysis is provided that evaluates the potential impacts upon the development and use of all lots within the subdivision. ' For the purpose of the FULL BUILD analysis, the following assumptions were made: ' • Assumed full build-out period is three (3) years; • Building areas on -Lots 1 and 3 for Buildings 3 and 2, respectively, as outlined in Table A on the next page of this study; ' • The types and percentages of uses (warehouse v. office uses) on Lots 1 and 3 as outlined in Table A; • The number of parking spaces to be required for the future development of Lots 1 and 3 as outlined in Table A; ' • The number and general location of the proposed site drives to be constructed on Lots 1 and 3 as each lot is developed is assumed as shown ' in the concept master plan attached as Exhibit 2 in the Appendix; • The general location of the circulation route that will internally connect each ' developed lot is assumed based on the concept overall master plan attached as Exhibit 2; • The trip estimates applied in this FULL BUILD study to future Building 2 on Lot 3 and to future Building 3 on Lot 1 are based on the full build assumptions listed above which are shown in the attached overall master ' plan from Exhibit 2; Table A Development Parameters ' FULL BUILD Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street South Windsor, Connecticut Lot 1 Lot 2 Lot 3 ' Building 3 Building 1 Building 2 2018 2016 2017 TOTAL Office Use (SF) 5,000 5,000 5,000 15,000 Warehouse Use (SF) 45,470 287,000 171,400 503,870 ----------------------- ----------- ----------- ----------- --------------- Total Building Area (SF) 50,470 292,000 176,400 518,870 ' Employee Spaces 39 50 150 239 Trailer Spaces 25 ----------------------- --- - —---- ----------- --- - ---- ----—�5 — ----- Total Parking Area 39 75 150 264 Subaris Traffic Associates ' January 2015 3 ' • The trip distribution applied in the FULL BUILD study assumes a distribution , that is consistent with the nearby Fed-Ex facility as it may be assumed that a future distributor locating in the subject development would utilize the same roadway network with similar distribution patterns; ' • The distribution of site generated traffic assigned to each proposed ingress/egress in the FULL BUILD scenario is proportionate to the building ' area shown on each lot in Exhibit 2 of the Appendix relative to the total building area once all lots are fully developed. The assumptions outlined herein on which FULL BUILD analysis is based will be ' verified as each lot is subsequently planned and approved for development. It is therefore recommended that this study be used as supplemental information to ' the previously submitted traffic study dated December 26, 2014 that focuses solely on the traffic volumes and impact of the development of Building 1 on Lot 2. ' The purpose of this FULL BUILD analysis is to demonstrate the potential impacts under the full build scenario based on the assumptions outlined above, and to ' 1 confirm there is a sufficient plan to provide for the interconnection between the ! three lots within this subdivision as each lot is developed; and appropriate traffic control measures will be implemented as the lots are developed utilizing a ' inimum number of site drives to serve the entire subdivision in conformance wi he Town's access management requirements. Given the size oftbe development and that it abuts a state highway, a review and approval will be required by the Office of State Traffic Administration (OSTA) for the purpose of assigning a Certificate of Operations to the development as a ' major traffic generator as defined in Sec. 14-311 of the Connecticut General Statutes. Initial Build — Building 1, Lot 2 The intended use of the facility to be housed in Building 1 on Lot 2 is for general ' warehousing, storage and distribution of automotive parts and for a general support office. There will be no manufacturing. ' A one shift operation is planned for 5 days per week, -Monday through Friday. Saturday work will occur one to two times per month with partial to full shifts , depending on workload but rarely will any truck traffic be generated on Saturdays. Working hours will be from 6 am to 6 pm daily with about 35 to 40 automobiles , -arriving between 6 and Sam and departing between 3 and 6 pm daily. Trucks will be receiving containers 8-full 53' containers plus 2 partial containers daily from 7-8 am until noon. 0 4 Trucks will be shipping about 8 to10 trailers daily from 2-6 pm. There will be no traffic between the hours of 6pm and 6am daily. ' Initially, for Building 1 on Lot 2 access and egress, plans are to provide a restricted, unsignalized right turn in / right turn out only drive on Sullivan Avenue ' at the west side of Building 1, and a full access/egress drive on Sullivan Avenue as the south leg of the signalized intersection of Sullivan Avenue at Rye Street at the east side of Building 1. ' As summarized in Table A, Building 2 on Lot 3 may consist of about 176,400 square feet of building area served by about 150 parking spaces housing office ' and warehouse uses. In addition, Building 3 on Lot 1 may consist of about 50,470 square feet of building area served by about 39 parking spaces housing flex office and warehouse uses. As Buildings 2 and 3 (on Lots 3 and 1, ' respectively) are developed, it is proposed that driveways will be constructed on each lot to provide safe and sufficient ingress/egress in the following manner: Construct an eastern right turn in /right turnout only-drive on Sullivan Avenue on the east side of Lot 3; ' • Construct a right turn in / right turn out only drive on Route 5 at the southwest corner of Lot 1. ' Please refer to Exhibit 2 of the Appendix for the location of the proposed site drives. ' Background Conditions Given the nature of this development and the manner in which it interfaces with the surrounding roadway network, the selected study area for the subject -development consists of the following existing intersections shown .in .the-location map included as Exhibit 1 of the Appendix: • U.S. Route 5 (John Fitch Boulevard) at Route 194 (Sullivan Avenue): This is a 4-way, signalized intersection with Route 5 running north-south, Sullivan Avenue as the west leg, and Route 194 (Sullivan Avenue) as the east leg. The Route 5 northbound approach is four lanes wide, with one left turn lane, two through lanes, and a right turn lane. The Route 5 southbound approach is four lanes wide, with two left turn lanes, a through lane, and a combination through and right turn lane. The Sullivan Avenue eastbound approach is one lane wide. The Route 194 (Sullivan Avenue) westbound approach is three lanes wide, with one left turn lane, one combination left turn and through lane, and one right turn lane. The traffic signal is part of an-interconnected ' signal system operating along U.S. Route 5 to provide synchronized signal operation along the corridor. The traffic signal at this intersection provides four vehicular phases. The first phase is a northbound/southbound phase on ' Route 5 to move the left turns onto both legs of Sullivan Avenue. The second 5 ' phase moves all the through and right turn movements from the northbound and southbound approaches of Route 5. The third phase moves the Route 194 (Sullivan Avenue) westbound approach which has a double left turn movement onto Route 5. The fourth phase moves the Sullivan Avenue ' eastbound approach. All approaches are vehicular-actuated. • Route 194 (Sullivan Avenue) at Commerce Way This is a 3-way, , unsignalized intersection with Sullivan Avenue running east-west and Commerce Way as the north leg. The Sullivan Avenue eastbound approach is two lanes wide, with one combination left/through lane, and the other lane , for through movements. The Sullivan Avenue westbound approach is three lanes wide, with two lanes for through movements, and the other lane for right turns. The Commerce Way southbound approach is one lane wide for ' left turn and right turn movements and is controlled by a Stop sign. • Route 194 (Sullivan Avenue) at Rye Street and Proposed Main Site Drive: This is currently a 3-way, signalized intersection with Sullivan Avenue running east-west and Rye Street intersecting at a skew as the north leg. The Sullivan Avenue eastbound approach is three lanes wide, with one lane for-left turns, ' and the other two lanes for through movements. The Sullivan Avenue westbound approach is one lane wide for combination through/right movements. The Rye Street southbound approach is one lane wide for ' combination left turn and right turn movements. The traffic signal at this intersection provides three vehicular phases. The first phase is an eastbound advance phase on Sullivan Avenue to move let turns onto Rye Street. The , second phase moves all Sullivan Avenue eastbound and westbound movements. The third phase moves the Rye Street southbound approach. All approaches are vehicular-actuated. ' With the introduction of the Main Site Drive serving the subject development as the south leg of this intersection, plans are to restripe the Sullivan ' westbound approach to add a dedicated left-turn lane for vehicles turning .into the site (while maintaining the existing westbound combination through/right lane); to provide two outbound lanes and one inbound lane as part of the new ' Main Site Drive on the new south leg of this intersection, with one dedicated outbound left-turn lane and one combination outbound through/right lane; and to add an eastbound right-turn deceleration lane on Sullivan Avenue in ' approaching the Main Site Drive.;The traffic signal will require modification to continue to provide separate left-turn phasing for the Sullivan Avenue approaches, while adding new and separate left-turn phasing for the existing ' Rye Street southbound approach and new Main Site Drive northbound approach. ' Route 194 (Sullivan Avenue) at Kennedy Road and Private-Drive: This is a 4-way, unsignalized intersection with Sullivan Avenue running east-west, , Kennedy Road as the north leg, and a private drive serving a commercial development as the south leg. The Sullivan Avenue eastbound approach is ' 6 one lane wide for combination left turn, through, and right turn movements, and as part of the Fed-Ex development served by Kennedy Road, has been widened to provide an eastbound bypass area around left-turning vehicles. ' The Sullivan Avenue westbound approach is one lane wide for combination left turn, through, and right turn movements, and has also been recently widened as part of the Fed-Ex development to provide a westbound bypass ' area around left-turning movements. The Private Drive northbound approach is two lanes wide with the left lane for left turning vehicles, and the right lane for through and right turning movements. The Kennedy Road southbound approach is two lanes wide with the left lane for left turning vehicles, and the right lane for through and right turning movements. Both the Private Drive northbound and Kennedy Road southbound approaches are controlled by Stop signs. • Route 194 (Sullivan Avenue) at West Road; This is a 3-way, unsignalized ' intersection with Sullivan Avenue running east-west and West Road as the south leg. The Sullivan Avenue eastbound approach is one lane wide with one combination through/right lane. The Sullivan Avenue westbound ' approach is one lane wide for combination left/through movements. The West Road northbound approach is one lane wide for left turn and right turn movements and is controlled by a Stop sign. ' Route 194 (Sullivan Avenue) at Troy Road This is a 3-way, signalized ' intersection with Sullivan Avenue running east-west and Troy Road as the north leg. The Sullivan Avenue eastbound approach is two lanes wide, with one left turn lane and one through lane. The Sullivan Avenue westbound ' approach is one lane wide and serves as a combination through and right turn lane. The Troy Road southbound approach is one lane wide for both left turns and right turns. The traffic signal provides three vehicular phases. The first phase is an eastbound advance to allow Sullivan Avenue left-turning traffic an opportunity to turn onto Troy Road. The second phase moves all movements eastbound and westbound on Sullivan Avenue. The third phase moves Troy Road southbound approach traffic onto Sullivan Avenue. All approaches are vehicular-actuated. ' In addition to the above described Main Site Drive that is to be constructed with the development of Building 1 on Lot 2 south of Sullivan Avenue opposite Rye Street, the following three unsignalized drives are to be constructed as required ' to process the development of all three lots of the subdivision: • U.S. Route 5 (John Fitch Boulevard) at South Site Drive: To be constructed ' with the development of Lot 1. This will be an unsignalized, right-turn in / right turn out only drive with the one-lane outbound approach controlled by a Stop sign, and with a northbound right-turn deceleration lane on Route 5 in ' approaching the South Site Drive. 7 ' • Sullivan Avenue at West Site Drive: To be constructed with the development ' of Building 1 on Lot 2. This will be an unsignalized, right-turn in / right turn out only drive with the one-lane outbound approach controlled by a Stop ' sign. • Sullivan Avenue at East Site Drive: To be constructed with the development ' of Lot 3. This will be an unsignalized, right-turn in / right turn out only drive with the one-lane outbound approach controlled by a Stop sign. Background Traffic Volumes For the purposes of establishing background traffic-volumes for the subject-study ' area, we utilized the recent peak hour traffic volumes that we had developed for the recent Phase 2 expansion project of the Fed-Ex facility on Kennedy Road at Sullivan Avenue to the east of the subject site. These weekday am and pm peak ' hour traffic volumes were recently reviewed and approved by the Town of South Windsor as part of the Fed-Ex project, and were subsequently submitted by us to the Office of State Traffic Administration as part of the Fed-Ex project review and ' approval process, and were ultimately approved. Please refer to Exhibits 3 and 4 of the Appendix which graphically summarize the , 2016 background traffic volumes that can be expected in the subject study area with the Phase 2 expansion of the Fed-Ex facility in place, as derived and approved for the aforementioned Fed-Ex expansion-project. ' It is expected that the FULL BUILD for the subject Sullivan Avenue Industrial , Park will be open for use with all three buildings by 2018, or three years hence. Please refer to Exhibits 5 and 6 of the Appendix which graphically summarize the ' 2018 background traffic volumes that can be expected in the subject study area with the Phase 2 expansion of the Fed-Ex facility in place, expanded an additional two years to 2018 assuming a 2 percent per year growth in ' background volumes, to provide background conditions with Fed-Ex 2 in place, but with none of the subject Sullivan Avenue Industrial Park in place. Note that an incremental analysis was prepared by Bubaris Traffic ' Associates dated December 26, 2014 and previously submitted to the Town and OSTA for the development of only Building 1 by 2016. The FULL BUILD analyses that follow herein assume full development of all lots within the subdivision by 2018. ' 8 ' Site-Generated Traffic Volumes and Distributions For the purpose of estimating site-generated traffic volumes and distributions ' associated with the subject development, we utilized trip generation equations from ITE's (Institute of Transportation Engineers) Trip Generation Manual to estimate the amount of site traffic to be generated, and then distributed this site- generated traffic throughout the subject study area essentially the same as that for traffic generated by the nearby Fed-Ex facility since users who will locate in the development will likely be distributors that would utilize the same roadway network and follow the same distribution patterns. Accordingly, please refer to Table B on the next page of this study which provides ' estimates on the site-generated traffic volumes and corresponding trip distributions for the subject FULL BUILD development, based on the following: 1. Trip generation estimates for the office and warehouse components of the proposed use were derived from the ITE trip generation equations contained as Exhibits 7 and 8 of the Appendix. Note that the independent variable for both the office and warehouse uses is the actual building area to be devoted to each use (i.e., 15,000 SF of office use and 503,870 SF of warehouse use). 2. Trip distribution estimates, given the respective location of the subject site to the surrounding roadway network, were assumed to be essentially the same as that for the Fed-Ex project, which were derived from market/planning analyses ' by Fed-Ex, and are assumed to be as follows: a. 20 percent to and from the north via Route 5 ' b. 60 percent to and from the south via Route 5 c. 20 percent to and from the east via Sullivan Avenue ' 3. Internal trip distributions at each of the proposed site drives were estimated to be in proportion to the size of the development served by each site drive, the ' respective location of each site drive to the surrounding roadway network, and the movements served through restrictions at each site drive. Please refer to Table C on the page following the next page for a breakdown of assumed internal distributions. Please refer to Exhibits 9 and 10 of the Appendix for graphical representations of ' the estimated site-generated traffic volumes associated with the FULL BUILD development of the subject subdivision. A review of Tables B and C indicates that based on the assumptions outlined earlier in this study, the subject FULL ' BUILD development is expected to generate about 225 trips per hour during the weekday am peak and about 191 trips per hour during the weekday pm peak hour periods. Table B Trip Generation and Distribution Estimates ' FULL BUILD Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street ' South Windsor, Connecticut To/From ' To/From To/From East North South via ' via via Sullivan Office Warehouse TOTAL Route 5 Route 5 Avenue 15,000 SF 503,870 SF 518,870 SF 20% 60% 20% ' Weekday AM Peak Hour Inbound 21 159 180 36 108 36 ' Outbound 3 42 45 9 27 9 Total 24 201 225 45 135 45 Weekday PM Peak Hour , Inbound 4 42 46 9 28 9 ' Outbound 19 126 145 29 87 29 Total 23 168 191 38 115 38 Bubaris Traffic Associates January 2015 Table C Internal Distribution Estimates FULL BUILD Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street Y South Windsor,Connecticut To/From To/From To/From East North South via <--------------------------------------Estimated Site Drive Distributions-------------------------------------> via via Sullivan South Drive* West Drive* Middle Drive East Drive, TOTAL Route 5 Route 5 Avenue 10% 10% 56% 34% $18,870 SF 20% 60% 20% North South Total North South East Total North South East Total North South East Total Weekday AM Peak Hour Inbound 180 36 108 36 0 11 11 4 0 0 4 20 61 36 117 12 37 0 49 Outbound 45 9 27 9 1 0 1 0 0 1 1 8 27 5 40 0 0 3 3 Total 225 45 135 45 1 11 11 4 0 1 4 28 88 41 157 12 37 3 52 Weekday PM Peak Hour Inbound 46 9 28 9 0 3 3 1 0 0 1 5 16 9 30 3 9 0 13 Outbound 145 29 87 29 3 0 3 0 0 3 3 26 87 16 129 0 0 10 10 Total 191 38 115 38 3 3 6 1 0 3 4 31 103 26 159 3 9 10 22 Note: * Together process 10%of the site-generated traffic. Bubaris Traffic Associates January 2015 9 Operations Analysis 2016 background (no-build) weekday am and pm commuter peak analyses with the proposed Phase 2 expansion of the forthcoming Fed-Ex project in place, are , based on the peak hour traffic volumes shown as Exhibits 3 and 4 of the Appendix. 2018 background (no-build) weekday am and-pm commuter peak analyses with , the proposed Phase 2 expansion of the forthcoming Fed-Ex project in place, are based on the peak hour traffic volumes shown as Exhibits 5 and 6 of the ' Appendix, with no incremental development for the subject development. 2018 combined (build) weekday am and pm commuter peak analyses, ' representing conditions when the proposed Fed-Ex expansion AND the subject FULL BUILD development are expected to be open for use, are based on the peak hour traffic volumes shown as Exhibits 11 and 12 of the Appendix. Exhibits ' 11 and 12 were developed by combining the no-build traffic volumes from Exhibits 5 and 6 with the estimated site-generated traffic volumes from Exhibits 9 and 10. ' Intersection operational analyses were performed for the defined study intersections utilizing the methodology described in the latest edition of Highway Capacity Manual, Special Report 209, Transportation Research Board, 1985, updated to 2010. Application of this methodology was facilitated by use of Synchro Analysis Software, developed by the Trafficware Corporation, Version 8, ' 2013. Operational 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 signalized intersections similar to the signalized intersections along Route 194 (including the one at Route 5, the one at Rye Street, and the one at Troy Road), Level of Service (LOS) is defined in terms of control delay, r which is a measure of driver discomfort, frustration, increased fuel consumption, and lost of travel time. The delay experienced by a motorist is comprised of a number of factors that relate to control, geometric, traffic, and incidents. Total , delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions in the absence of traffic control, geometric delay, any incidents, and any other vehicles. ' Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle, typically for a 15-minute analysis period. Delay is a ' complex measure and depends on a number of variables, including the quality of progression, the cycle length, the green ratio, and the volume-to-capacity (v/c) ' ratio for the lane group. In the case of signalized intersections, the Level of Service for each approach is computed, and an overall Level of Service for the entire intersection is determined. In today's environment, Levels of Service C to ' D are considered acceptable, and Levels of Service A to B are seldom achieved at signalized intersections. ' 10 ' Please refer to Exhibit 13 in the Appendix, which provides details on the definitions of Levels of Service for signalized intersections. ' In the case of unsignalized intersections (similar to the intersections along Route 194 at Commerce Way, at Kennedy Road, and at West Road), 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 one-way or two-way stop-controlled intersection is determined by the computed or measured control delay and is ' defined for each minor movement. LOS for a one-way or two-way stop-controlled intersection 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 14 in the Appendix, which provides details on the ' definitions of Levels of Service for unsignalized intersections. ' The results of the operational analyses, which compare 2016 background (no- build), 2018 background (no-build), and 2018 combined (build) conditions, are summarized in Table D on the next page of this study. ' The computer-generated worksheets for these operational analyses are included as Exhibits 15 through 20 of the Appendix as follows: • Exhibit 15 — 2016 Background AM Peak with Fed-Ex Phase 2 • Exhibit 16 —2016 Background PM Peak with Fed-Ex Phase 2 ' • Exhibit 17 —2018 Background AM Peak with Fed-Ex Phase 2 • Exhibit 18 —2018 Background PM Peak with Fed-Ex Phase 2 • Exhibit 19 —2018 Combined AM Peak with FULL BUILD • Exhibit 20 —2018 Combined PM Peak with FULL BUILD A review of Table D shows that levels of service in the year 2018 when the ' subject FULL BUILD development is expected to be in place will remain at virtually the same levels as would otherwise exist without this development. Table D ' Summary of Traffic Operations Analyses FULL BUILD Levels of Service ' Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street South Windsor, Connecticut , 2016 Background 2018 Background 2018 Combined with Fed-Ex Phase 2 with Fed-Ex Phase 2 FULL BUILD AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak John Fitch Boulevard(Route 5)at South Site Drive Scannell South Drive westbound right ____ ____ B B Westbound Approach Delay(seconds) -- - - - 12.0 14.4 ' John Fitch Boulevard(Route 5)at Sullivan Avenue(Route 194) John Fitch Boulevard northbound approach B C B D B D John Fitch Boulevard southbound approach E D E D E D , Sullivan Avenue eastbound approach D E D E D E Sullivan Avenue westbound approach F E F E F F -Overall- -E- -D- -E- -D- -E- -E- ' Average Delay(seconds) 61.1 43.4 62.6 53.8 68.1 67.4 Sullivan Avenue(Route 194)at Commerce Way Sullivan Avenue eastbound left B B B B B B ' Commerce Way southbound approach C C D C D D Southbound Approach Delay(seconds) 23.5 21.3 25.2 23.4 29.1 29.8 Sullivan Avenue(Route 194)at West Site Drive , Scannell West Drive northbound right ---- -- ____ --- B B Northbound Approach Delay(seconds) --- - ---- ---- 11.5 12.4 Sullivan Avenue(Route 194)at Rye Street/Main Site Drive ' Sullivan Avenue eastbound approach A B A B B C Sullivan Avenue westbound approach B B B B C D Scannell Main Drive northbound approach --- ---- ---- ---- D D I Rye Street southbound approach B B B B B g -Overall- -B- -B- -B- -B- -C- -D- Average Delay(seconds) 10.5 13.9 10.8 13.6 21.1 35.8 Sullivan Avenue(Route 194)at East Site Drive , Scannell East Drive northbound right -- --- ____ ____ B C Northbound Approach Delay(seconds) --- - --- ---- 12.6 15.3 Sullivan Avenue(Route 194)at Kennedy Road ' Sullivan Avenue eastbound approach A A A A A A Sullivan Avenue westbound approach A A A A A A ' Private Drive northbound approach E E E F E F Northbound Approach Delay(seconds) 36.2 43.9 39.7 49.0 48.0 53.3 Kennedy Road southbound approach D E E F F F Southbound Approach Delay(seconds) 32.5 41.3 38.6 52.1 51.5 57.4 ' Sullivan Avenue(Route 194)at West Road Sullivan Avenue westbound left A A A A A A West Road northbound approach C C C C C C ' Northbound Approach Delay(seconds) 17.3 18.9 18.1 20.0 18.7 21.0 Sullivan Avenue(Route 194)at Troy Road Sullivan Avenue eastbound approach A A A A A A ' Sullivan Avenue westbound approach C C C C C C Troy Road southbound approach C C C C C D -Overall- -B- -B- -B- -C- -B- -C- 'Average Delay(seconds) 17.2 19.0 18.0 20.8 19.4 20.8 Bubaris Traffic Associates ' January 2015 11 ' The new unsignalized intersection of Route 5 at the proposed South Site Drive, which will only process right-turns in and out, will operate at a very good level of service B for the outbound right turn movements. ' The signalized intersection of Route 5 at Sullivan Avenue (Route 194) will remain at overall level of service E during the am peak and will change from overall level of service D to overall level of service E during the pm peak, which is a fair-to-poor level of service. However, given the magnitude of traffic volume processed by this intersection and that the contribution from the subject development is relatively low, the impact by the subject development is as would be expected and not adverse. ' The unsignalized intersection of Sullivan Avenue at Commerce Way will maintain the same levels of service B to C/D for the critical movements associated with unsignalized traffic control, which are considered good (LOS B) to fair (LOS D). The new unsignalized intersection of Sullivan Avenue at the West Site proposed Drive, which will only process right-turns in and out, will operate at a very good ' level of service B for the outbound right turn movements. The signalized intersection of Sullivan Avenue at Rye Street, which will be ' converted to a four-way intersection to serve the proposed Main Site Drive for the subject development as the south leg, will change from level of service B (considered very good) to level of service C (considered average and good) during the am peak, and from level of service B (considered very good) to level of service D (considered fair) during the pm peak, which is considered satisfactory given that ALL left-turn exiting movements from the subject development will be processed by this intersection. The new unsignalized intersection of Sullivan Avenue at the proposed East Site ' Drive, which will only process right-turns in and out, will operate at a very good level of service B (considered very good) to level of service C (considered ' average and good) for the outbound right turn movements. The unsignalized intersection of Sullivan Avenue at Kennedy Road and the private drive across the street will continue to experience critical movement levels of service ranging from LOS A (considered very good) on Sullivan Avenue to LOS E (considered fair) to LOS F (considered poor) for the outbound ' movements from the two side streets, which is to be expected at an unsignalized intersection given the relatively high levels of traffic on Sullivan Avenue. Note that the recent study for the Fed-Ex expansion, which will be served by Kennedy ' Road, indicated that a traffic signal is NOT warranted for this intersection although Fed-Ex would have preferred to have one installed. ' The unsignalized intersection of Sullivan Avenue at West Road will maintain the same levels of service A to C for the critical movements associated with unsignalized traffic control, which are considered excellent (LOS A) to good and average (LOS C). Table E Summary of Queuing Analyses FULL BUILD 95th Percentile Queues -- - Proposed Sullivan Avenue Industrial Park Sullivan Avenue opposite Rye Street South Windsor, Connecticut Available 2018 Cpmbined Storage with FULL BUILD (feet) AM Peak PM Peak Status Comment John Fitch Boulevard(Route 5)and Sullivan Avenue(Route 194) John Fitch Boulevard northbound left 100 feet 12 feet 12 feet OK John Fitch Boulevard northbound right 125 feet 53 feet 120 feet OK John Fitch Boulevard southbound double left 200 feet 112 feet 178 feet OK Sullivan Avenue westbound double left 400 feet 381 feet 387 feet OK Sullivan Avenue(Route 194)and Rye Street/Main Site Drive Sullivan Avenue eastbound left 140 feet 137 feet 289 feet Resfte and extend left turn lane to 300 feet in length Sullivan Avenue westbound left 100 feet 50 feet 20 feet Provide minimum 100-foot length full width left turn lane Main Site Drive northbound left 50 feet 113 feet Provide minimum 50-foot length full width dedicated lanes• balance of storoae on three approaching leas to intersection Main Site Drive northbound through/right 9 feet 18 feet Provide minimum 50-foot length full width dedicated lanes Rye Street southbound left 100 feet 36 feet 55 feet OK Sullivan Avenue(Route 194)and Kennedy Road Sullivan Avenue eastbound left 175 feet 0 feet 0 feet OK Sullivan Avenue westbound left 100 feet 0 foot 0 foot OK Sullivan Avenue(Route 194)and Troy Road Sullivan Avenue eastbound left 85 feet 10 feet 35 feet" OK Bubaris Traffic Associates January 2015 � � � � r ! � � � � Ili � � l� l� ■� � � � ' 12 The signalized intersection of Sullivan Avenue at Troy Road will remain at overall r levels of service B (considered good) to overall level of service C (considered average and good) for the am and pm peaks. Therefore, the proposed FULL BUILD development should not have an adverse impact on traffic operations that would otherwise exist within the defined study ' area without the subject development. Queuing Analysis rPlease refer to Table E on the previous page of this study which summarizes the 95th percentile queues for the four (4) study intersections that have dedicated r turn lanes or defacto left turn lanes at bypass areas on at least one of the approaches. A review of Table E indicates that all of the dedicated lanes are of sufficient length to accommodate the 95th percentile queues under projected 2018 FULL BUILD conditions, with the exception of the site drive intersection of Sullivan Avenue at Rye Street/ proposed Main Site Drive which will require geometric and signalization improvements discussed later in this study. Traffic Crash Experience A review was made of the most recent available three-year traffic crash experience summary for the subject study area as compiled by the Connecticut Department of Transportation for the three-year period which included 2010 through 2012. Please refer to Table F on the next page of this study which summarizes the traffic crash data contained in Exhibit 21 of the Appendix for the subject study area and experience period. ' A review of Table F shows that all locations within the defined study area have experienced favorable traffic crash experiences, with no recurring problems requiring correction, or that may be exacerbated by the proposed development, in that no type of crash or particular crash pattern has occurred more frequently than five times in any given year. The proposed site drive intersection of Sullivan Avenue opposite Rye Street has shown a relatively low frequency of traffic crashes wherein only 11 crashes have been reported in a three-year period. r r r r r Table F Summary of Traffic Crash Experience 3 Years, 2010 through 2012 Proposed Sullivan Avenue Industrial Park Study Area South Windsor, Connecticut Rear End Crashes Right Angle Crashes Head-On Crashes Fixed Obiect GRAND Intersection EB/EB WB/WB NB/NB SB/SB Total EB/NB EB/SB WB/NB WB/SB Total EB/WB NB/SB Total EB WB NB SB Total TOTAL John Fitch Boulevard(Route 5)and Sullivan Avenue(Route 194) 1 14 4 3 22 3 2 5 1 1 1 1 29 Sullivan Avenue(Route 194)and Commerce Way 5 1 6 1 1 0 1 1 8 Sullivan Avenue(Route 194)and Rye Street 3 7 10 0 0 1 1 11 Sullivan Avenue(Route 194)and Kennedy Road 1 1 0 0 0 1 Sullivan Avenue(Route 194)and West Road 1 1 1 1 1 1 1 1 4 Sullivan Avenue(Route 194)and Troy Road 3 7 1 11 1 1 2 0 0 13 Totals: 9 26 4 12 51 1 1 3 4 9 1 1 2 1 1 0 2 4 66 Bubaris Traffic Associates January 2016 ' 13 Recommended Improvements It is recommended that various roadway geometric and traffic signalization improvements be implemented to process and mitigate site-generated traffic volumes for the FULL BUILD scenario of the subject Sullivan Avenue Industrial 1. The proposed Main Site Drive on Sullivan Avenue opposite Rye Street should have one inbound and two outbound lanes to process site- generated traffic. All lanes should be sufficiently wide to accommodate a ' WB-67 design vehicle. The two outbound lanes should be designated as left lane for left-turn movements and right lane for combination of through and right-turn movements. The left lane should be 11 feet wide and the right lane should be 13 feet wide, and these lanes should extend into the site to provide 125 feet of storage capacity. 2. The Sullivan Avenue westbound approach to the proposed Main Site Drive opposite Rye Street should be restriped to provide a dedicated left- turn lane for traffic turning into the site. This left-turn lane should be a minimum of 11 feet in width and should be at least 100 feet in length with a 100-foot taper length in approaching the lane. This modification can be implemented by restriping the existing pavement area with no need for additional construction. ' 3. The existing Sullivan Avenue eastbound dedicated left-turn lane approaching Rye Street for traffic turning onto Rye Street is currently 140 feet in length but needs to be increased to a length of at least 300 feet. It appears that this lengthening can be achieved by restriping the existing pavement area with no need for additional pavement construction. 4. A separate eastbound right-turn deceleration lane should be added on Sullivan Avenue approaching the new Main Site Drive, 13 feet in width, 100 feet in length, with a 100-foot taper length in approaching the lane. 5. The traffic signal at the intersection of Sullivan Avenue at Rye Street and the proposed Main Site Drive needs to be modified to signalize the site drive approach and to provide AX-AY type phasing so that the left-turn rmovements on all four approaches are handled either exclusively or in conjunction with their associated through movements as advance phases each cycle depending on the vehicular actuations at the intersection. 6. The proposed right turn in / right turn out South Site Drive on Route 5 at Lot 1 should have a northbound right-turn deceleration lane on Route 5 approaching the site drive, 13 feet in width, 100 feet in length, with a 100- foot taper length in approaching the lane. 14 7. The proposed right turn in / right turn out West Site Drive on Sullivan ' Avenue between Commerce Way and Rye Street. 8. The proposed right turn in / right turn out East Site Drive on Sullivan Avenue at Lot 3. Recommended Mitigation Sequence , It is recommended that the above listed improvements be verified and designed as part of the development of each lot within the subdivision and that such , improvements be constructed incrementally as they would be warranted by the development of a particular lot within the subdivision. • As part of the development of Building 1 on Lot 2, items no. 1 2 3 4 5 and , 7 identified above are recommended improvements. With the subsequent development of Lot 3 item• q p 8 identified above is recommended. • With the subsequent development of Lot 1, item 6 identified above is recommended. ' Conclusions It is the professional opinion of Bubaris Traffic Associates that the proposed , FULL BUILD development of the Sullivan Avenue Industrial Park Subdivision bounded by Sullivan Avenue (Route 194) on the north, John Fitch Boulevard ' (Route 5) on the west ,and the developed industrial land adjacent to the railroad tracks on the east, should not adversely impact traffic operations on the surrounding roadway network in the year 2018 when the subdivision is anticipated to be fully developed with approximately 518,870 square feet of building area and 264 parking spaces and occupied. FULL BUILD development of the three lot subdivision is expected to generate about 225 total trips per hour during the weekday am peak hour and about 191 total trips per hour during the weekday pm peak hour. Operational analyses indicate that the proposed development will essentially not alter the satisfactory levels of service that would otherwise be in place without the introduction of the subject development. Improvements in either geometrics or traffic control are not deemed necessary to ' accommodate the site-generated traffic volumes to be added to the surrounding roadway network by the proposed development, other than those recommended for the four proposed site drive intersections, including: ' • An unsignalized right-turn in / right-turn out only site drive on Route 5 south of Sullivan Avenue. ' ' 15 • An unsignalized right-turn in / right-turn out only site drive on Sullivan Avenue at the western end of the site between Commerce Way to the west and Rye Street to the east. • A signalized full access/egress site drive on Sullivan Avenue opposite Rye Street, where the intersection of Sullivan Avenue at Rye Street is currently a signalized, three-way intersection. An unsignalized right turn in / right-turn out only site drive on Sullivan Avenue at the eastern end of the site between Rye Street to the west and Kennedy Road to the east. ' The traffic crash experience for the subject stud area is essential) satisfactory, p J Y Y with no recurring problems that need to be corrected, or that may be ' exacerbated by the proposed development. Section 13-311 of the Connecticut General Statutes stipulates that all developments that either abut or materially impact a State highway, and that have development parameters that either exceed 100,000 square feet of building area or 200 parking spaces, require the review and approval by the Office of State Traffic Administration (OSTA). Accordingly since the subject development will require certain off-site improvements to implement the site drive locations, the proposed development will require the review of and approval by OSTA for ' the issuance of a Certificate of Operations for the subject development. Very truly yours, `,,,�,•��oF coNNF�T�,,,,,,, Bubaris Traffic Associates ;\ :��SsUey9�G�A' ' No.-� James G. Bubaris, P.E. °,�F`'� Ns •' ��``,,�' Conn. Reg. No. 9203 �'''•,ssIONALEN,,•° Principal Cc: Mr. Peter DeMallie, Principal Mr. Benjamin P. Wheeler, P.L.A Mr. Andrew J. Krar, P.E. Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Site Traffic Evaluation Study Proposed Sullivan Avenue Industrial Park ' FULL BUILD Sullivan Avenue (CT Route 194) opposite Rye Street South Windsor, Connecticut ' APPENDIX ' Table of Contents Exhibit 1 — Location Map ' Exhibit 2 — Site Plan Exhibit 3 — 2016 Background AM Peak Hour Traffic Volumes with Fed-Ex 2 Exhibit 4 — 2016 Background PM Peak Hour Traffic Volumes with Fed-Ex 2 Exhibit 5 — 2018 Combined AM Peak Hour Traffic Volumes with Fed-Ex ' Exhibit 6 — 2018 Combined PM Peak Hour Traffic Volumes with Fed-Ex Exhibit 7 — Trip Generation Estimates, Full Build, Office Uses ' Exhibit 8 — Trip Generation Estimates, Full Build, Warehouse Uses Exhibit 9 — Full Build Site Generated AM Peak Hour Traffic Volumes 1 Exhibit 10 — Full Build Site Generated PM Peak Hour Traffic Volumes Exhibit 11 — 2018 Combined AM Peak Hour Traffic Volumes with Full Build Exhibit 12 — 2018 Combined PM Peak Hour Traffic Volumes with Full Build ' Exhibit 13 — Definitions of Levels of Service Signalized Intersections ' Exhibit 14 — Definitions of Levels of Service Unsignalized Intersections ' (continued) tl continued) ' Exhibit 15 — Operational Analysis Worksheets ' 2016 Background AM Peak Hour Traffic with Fed-Ex 2 Exhibit 16 — Operational Analysis Worksheets ' 2016 Background PM Peak Hour Traffic with Fed-Ex 2 Exhibit 17 — Operational Analysis Worksheets ' 2018 Background AM Peak Hour Traffic with Fed-Ex 2 Exhibit 18 — Operational Analysis Worksheets ' 2018 Background PM Peak Hour Traffic with Fed-Ex 2 Exhibit 19 — Operational Analysis Worksheets 2018 Combined AM Peak Hour Traffic with Full Build Exhibit 20 — Operational Analysis Worksheets 2018 Combined PM Peak Hour Traffic with Full Build Exhibit 21 — Summary of Traffic Crash Experience Proposed Sullivan Avenue Industrial Park Study Area 3 Years Experience, 2010 through 2012 ' Exhibit 1 Location Map Sullivan Avenue Industrial Park ' South Windsor, Connecticut All Maps 2011 Page 1 of 1 +You Search Images Maps Play YouTube News Gmail More , Sign in 01-p,Brook f�iaae J1 All Map�sr2011 4`` r,..J�r rtyp Park'Homes r,y Open Space rir F .: ,., 4. 0' Aldi:Distribution Center:.*; t `, +Untitled layer •:' Wenh0rlh Esrates Open Space aneeley's Banquet,,, and Ca lg05 k`o (t 4+ a� �r Morgan Far Open Spa( 5'Clf1l��l��f t•�, ' °0k L S,0trt11 L'lintfJorci 6 t is Dairy Queen .yi `0 ■� AW://Mw. leMO1/r=Ps/d$*wAftid�YNMKD)M7)MWau*WWMQOWe=UM VW3/JW M ' Exhibit 2 Site Plan Sullivan Avenue Industrial Park ' South Windsor, Connecticut MAP REFERENCE:EMSTI 1 wF, rmw TAKEN NFROSUUJIVAN MNDITIONS' LE PROPERTY&MTOPOIX2APHATION 11C SURVEY.N ON THIS PLAN SOUTH m DSOR.Dr. REPARED BY DESIGN PROFESSIONALS,LNG, .Yt FUTURE INDUSTRIAL BUILDING DATED 10/27/14,PREPARED FOR SCANNEL PROPERTIES. C d5 an nctoPoti• ses�mrr onrtAv (SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) 0 rw melee crorore A. ESTIMATED GROSS FLOOR AREA=60,470 SF. �' W VEHICULAR PARKING=39 STALLS v�ti€€e \\ el OI W ti 1\1i t 1 7Lr sro'fN` c'r","r rr INTERNAL CO MEC71ON TO LOT 11 1 f _ 1 1 11 ✓�- RIGHT-IN/RICHT-CUT DRIVEWAY _ _ ! { x CERTIFIABLE AREA I -_ , dill 1 ` 1 rN swn wWr BOUNDARY - ,, - 4G>r �3 ii�F��i."I` 11 4a9a]e T �• 41 }1i 1 11' O / � ml,» Ce EKTEND EXISTING LEFT TURN LANE 12'WIDE DECEURA71ON LANE �.� �`e� }Sii)i Ig I!gj �r eAwm�iet ei omm `r 1 11 _``����� -jy' "/ �.\•./`� iF�.l'�tl Lrt1 /' I/ r 1 a43 error ne AMO SIGNAL �\� `'8H4Yfewsw i L 91 O so _ - -C .R•ESTRIPE FOR tue 1 7U 1RN Lb. J( / / mY� 't� ia>'iu masrc I 1 2 ,668 - �sgfn - A. 7 1 1 INTERNAL e NµLXXtNEC1I0y/1D L0T#3 \ dt) IGHT--OUT DRIVEWAY $ ` " RK;HT-IN/RIGHT-OUT DPoVEVIAY 1 �o - •1 {FUTURE oT 0 DEVELOPMENT)ELTT$I {�(FUTUR DEVELOPMQt) 1 NE rws°sm°iu crcvofe ��\ N 12'1MDE DECELERATION (FUTURE LOT#i DEVELOPMENT) 1 1 BUILDING#I ^'•'• WRIER auAuiY BASIN PROPOSm DI,TWamIW CA¢W.aIWErr L 1 wawousE •/ �• r=or'mala�— 1 292A09 sWARE FEET 1 F.F.-SZO 1 1 LOT/2 ;,=1"`4 1B FIIJLER ARKING STALLS F 1 ` 715.463�SO.IT. a 1 16.425 ACRES ..::j• OPERtt NE BUILDING 12 r LOT Q3 `•w Q OSTA CERTIFIABLE AREA 1 ��a 603,708 SQ.FT, i BOUNDARYe`�:�'.' OR O y rnnmr crmorr � y l - ]m LER P KING STALLS CERTIFIABLE AREA `y a BOUNDARYF nexav 9 PSFo asw emmwraw k-j FUTURE INDUSTRIAL BUILDING 12 % (SHOWN FOR W.USTRATIVE PURPOSES ONLY) ESTIMATED GROSS FLOOR AREA-176.400 S.F. R �w VEHICULAR PARKING=150 STALLS uva can How Tore es,.uuPn. ymo TAm saz a Hy.6a^eUxM inp0o in,.oa r;1= 10.T:u IriP 'q iwxLRO.ass APPLICANT: d Tw'wroweron °f'0°° i1'10° '� u1°ro OSTA CERIIFlBOUNDARY Scannell Properties#205,LLC I1yy i .mAro><.I iw :ss. F 800 East 6 Suite 175 Indianapolis,IN i to a 317-218-1666 U) rTaera r.iarrr e.� �C FROPERTY OWNS eth Schweir Living Trust Cast Management LLC / 59 Avenue 153 Clark Street 59 SullivanSo i _``¢��W r•''c�'=PROPOSED DEVELOPMENTS SHOWN ON LOT &LOT South Windsor,CT 06074 South Windsor,CT 06074 Y 33 TOTAL OSTA CER'OFIABLE AREA. 'I 'A'+ ARE CONCEPTUAL «'s®�' ` Leon 6 Eileen Schweir Trustee 211 Realty Associates LLC s� ,,,�spru E;,`••° 55 River Front Dr.#216 565 Never,Road OSTA Manchester,NH 03102 South Windsor,CT 06074 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut 3 E N c 0 430 - 28 12 862 288 ♦- 31 25 12 27 304 23 28 103 1 25 f-- 568 601 68 110 101 41 487 4.1 1'-- 922 '1 �► ~ 645 4 13 i- 50 4) 1* 4 584 17 38 85 103 ♦1 t r* 526 —► '*� r 26 34 —► 5 409 382 666 —► 593 ---► 504—► 2 1 2 5 - 8 24 523 4 10 -� ID Exhibit 3 2016 Background AM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut .a EE t) 423 �- 23 4 451 386 52 88 17 11 172 45 23 99 1 25 581 602 32 117 175 4) to. i— 440 4J �► ~ 827 J �► f-- 666 J 8 i— 32 .41 t*L602 29 t 7 32 225 108 t ► 640 —► '*� (♦ 95 60 —► 5 712 476 891 —► 684 —► 615 9 1 12 12 -� 10 75 621 4 —i 5 i ice Exhibit 4 2016 Background PM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut E N ' L 447 L 29 12 897 300 32 26 12 28 316 24 29 107 1 26 591 625 70 114 105 i- 506 .4j �► ~ 959 t► ~ 671 4 14 i- 52 4) i► 607 18 40 88 107 �} ♦1 t f* 547 —► '*� (♦ 27 35 6 425 397 693 —► 617 —► 524—► 2 1 2 6 8 25 544 --► 5 10 -i to Exhibit 5 2018 Background AM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut to V � E N C: 0 E c� 440 t- 24 5 469 401 54 92 18 11 179 46 24 103 1 26 f— 604 626 33 121 183 1► 458 �' [ ~ 860 L► ~ 693 J 8 i— 33 4) 626 31 33 234 112 A"1 t (♦ 666 (♦ 99 62 —► 6 740 495 927 —► 711 —► 639—► 9 1 12 12 -� 10 78 646 5 —i 6 to Exhibit 6 2018 Background PM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 ' 1/27/2015 OFFICE BUILDING under 100,000 SF (Based on Building Area) (2012) --------------- Exhibit 7 --------------- SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE: TRIP GENERATION REPORT,ITE,9th EDITION,2012 LAND USE: GENERAL OFFICE BUILDINGS-CODE#710 ' PROJECT: Sullivan Avenue Industrial Park-Offices South Windsor, CT(Full Build) ' GROSS FLOOR AREA IN 1,000-S SQUARE FEET: 16.000 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE T= 11.03(X) 165 83 83 WEEKDAY 50% INBOUND*50%OUTBOUND PEAK HOUR T= 1.56(X) 23 21 3 ' 7 TO 9 AM 88% INBOUND*12%OUTBOUND PEAK HOUR T=1.49(X) 22 4 19 ' 4 TO 6 PM 17% INBOUND*83%OUTBOUND AVERAGE T=2.46(X) 37 18 18 ' SATURDAY 50% INBOUND*50%OUTBOUND SATURDAY T=0.43(X) 6 3 3 ' PEAK HOUR 54%INBOUND*46%OUTBOUND ' AVERAGE T= 1.05(X) 16 8 8 SUNDAY 50% INBOUND*50%OUTBOUND ' SUNDAY T=0.16(X) 2 1 1 PEAK HOUR 58% INBOUND*42%OUTBOUND 1/27/2015 ' WAREHOUSING (2012) Exhibit 8 ---------------------- SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE: TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,9th EDITION,2012 ' LAND USE:WAREHOUSING--CODE#160 PROJECT: Sullivan Avenue Industrial Park-Warehouse ' South Windsor, CT(Full Build) t NUMBER OF 1,000'S SQUARE FEET AREA: 603.870 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN(T)=0.86 LN(X)+2.24 1981 990 990 WEEKDAY 50% INBOUND*50%OUTBOUND PEAK HOUR LN(T)=0.55 LN (X)+ 1.88 201 159 42 , 7 TO 9 AM 79%INBOUND*21 %OUTBOUND PEAK HOUR LN (T)=0.64 LN (X)+ 1.14 168 42 126 ' 4 TO 6 PM 25% INBOUND*75%OUTBOUND AM PEAK HOUR LN (T)=0.70 LN (X)+1.11 236 154 83 ' OF GENERATOR 65% INBOUND*35%OUTBOUND PM PEAK HOUR LN (T)=0.78 LN (X)+0.72 263 50 213 OF GENERATOR 19% INBOUND*81 %OUTBOUND ' AVERAGE T=1.23(X) 620 310 310 SATURDAY 50% INBOUND*50%OUTBOUND SATURDAY T=0.13(X) 66 42 24 ' PEAK HOUR 64% INBOUND*36%OUTBOUND AVERAGE T=0.78(X) 393 197 197 , SUNDAY 50% INBOUND*50%OUTBOUND SUNDAY T=0.07(X) 35 18 17 PEAK HOUR 52%INBOUND*48%OUTBOUND ' January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut to +� 3 E N L 9 36 4 - t- 4- �-- 36 36 �► F- 27 4 36 4 36 36 36 4 4) 4 ~ 36 129 —► (� 4 —► �1 t �► 7 —► 102 138—► 9 1 49 —► 36 4 49 3 7 —► -� 7 81 ---* 9 A t 117 g t 49 t 1 ® 40 3 c t r' South Sits Drive 102 7 7 - ► SITE Exhibit 9 Full Build Site-Generated AM Bubaris Traffic Associates Peak Hour Traffic Volumes January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut Ir E 2 E a 469 24 i 24 5 469 410 a- 54 92 18 11 179 46 692 103 1 26 613 ~ 635 33 121 183 I► i- 545 976 - 987 j 9 725 8 33 I► ~ 635 31 33 977 234 774 -► 112 t 692 - ► 99 62 -► 6 743 521 960 -► 1 3 725 116 16 13 -i 10 666 -► 9 1 12 12 10 78 671 5 21 6 -i :o L C N 3 3 C t r' South Site Drive 1267 3 3 -► Exhibit 12 2018 Combined PM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes EXHIBIT 13 LEVEL OF SERVICE CRITERIA ' SIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 2010 ' TRANSPORTATION RESEARCH BOARD (1) Level of Service for signalized intersections is defined in terms of control ' delay, which is a measure of driver discomfort, frustration, increased fuel consumption, and lost travel time. The delay experienced by a motorist is comprised of a number of factors that relate to control, geometric, traffic, and ' incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions in the absence of traffic control, geometric delay, any incidents, and any other vehicles. Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle, typically for a 15-minute analysis period. ' Delay is a complex measure and depends on a number of variables, including the quality of progression, the cycle length, the green ratio, and the volume-to- capacity (v/c) ratio for the lane group. ' In the case of signalized intersections, the Level of Service for each approach is computed, and an overall Level of Service for the entire intersection is ' determined. Levels of Service (LOS) for signalized intersections are defined as follows: ' LEVEL OF SERVICE CONTROL DELAY PER CONDITION VEHICLE (SECONDS) ' LOS A < 10 LOW DELAY LOS B > 10 TO 20 SHORT DELAY LOS C > 20 TO 35 AVERAGE DELAY ' LOS D > 35 TO 55 CONGESTION NOTICEABLE LOS E > 55 TO 80 LIMIT OF ' ACCEPTABLE DELAY LOS F > 80 UNACCEPTABLE ' In today's environment, Levels of Service C to D are considered acceptable, and Levels of Service A to B are seldomly achieved at signalized intersections. (1) HCM, Exhibit 16-2. EXHIBIT 14 ' LEVEL OF SERVICE CRITERIA UNSIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 2010 , 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. t ' Exhibit 16 Operational Analysis Worksheets 2016 Background AM Peak Hour Traffic with Fed-Ex 2 Lanes, Volumes, Timings 2016 Background AM Peak with Fed-Ex Phase 2 ' 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations 1 *T r tt r 1) +T Volume(vph) 17 34 4 487 31 430 6 409 382 288 862 12 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util.'Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.07 0.95 0.95 ' Frt 0.991 0.850 0.850 0.998 _ Flt Protected 0.985 0.950 0.958 0.950 0.950 Satd.Flow(prot) 0 18.18 0 1681 1695 1583 1770 3539 1583 3433 3532 0 , Flt Permitted 0.783 0.305 0.332 0.190 0.347 Satd.Flow(perm) 0 1445 0 540 588 1583 354 3539 1583 1254 3532 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 3 308 415 1 ' Link Speed(mph) 30 30 30 30 Link Distance(ft) 10.88 848 1120 1856 Travel Time(s) 24.7 19.3 25.5 42.2 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 18 37 4 529 34 467 5 445 415 313 937 13 Shared Lane Traffic(%) 50% ' Lane Group Flow(vph) 0 59 0 264 299 467 5 445 415 313 950 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 ' Link Offset(ft) 0 0 0 0 _ Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane ' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 ® Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template ' Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 ' Detector 1 Size(ft) 50 50 50 50 50 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA pm+ov pm+pt NA custom pm+pt NA Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8 8 4 4 4 2 2 2 2 2 Detector Phase 8 8 4 4 1 1 2 4 1 2 ' Switch Phase Minimum Initial(s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 1`5.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 Total Split(s) 13.6 13.6 41.0 41.0 11.4 11.4 24.0 41.0 11.4 24.0 ' Total Split(%) 15.1% 15.1% 45.6% 45.6% 12.7% 12.7% 26.70/. 45.6% 12.7% 26.7% Maximum Green(s) 7.0 7.0 34.2 34.2 5.0 5.0 17.2 34.2 5.0 17.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 8.6 3.0 5.0 - All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 ' Lanes, Volumes, Timings 2016 Background ackground AM Peak with Fed-Ex Phase 2 ® 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor bane G a�P _ ,t 1'( B' = = 0 OR ' Lost Time Adjust(s) -2 6 -2.8 -2.8 -2.4 -2.4 -2.8 -2.8 -2.4 -2.8 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 - Lead/Lag _ Lead Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 30 30 3.0 Recall Mode None None None None None None C-Max None None C-Max Act Effct Green(s) 9.3 37.0 37.0 45.2 30.1 22.7 63.7 30.1 22.7 Actuated g/C Ratio 0.10 0.41 0.41 0.50 0.33 0.25 0.71 0.33 0.25 v/c Ratio 0.39 1.19 1.24 6.49 '6.02 0.50 0.33 0.62 1.01 Control Delay 44.1 149.3 166.0 4.4 19.6 32.2 1.3 24.0 84.6 Queue Delay 0.0 0.0 0.0 0:0 0.0 0.0 0.0 00 0:0 Total Delay 44.1 149.3 166.0 4.4 19.6 32.2 1.3 24.0 84.6 LOS . _ D - F _ F _ A B c A C F Approach Delay 44.1 88.5 17.3 69.6 Approach LOS D F g E Queue Length 50th(ft) 30 -192 -224 27 2 118 0 64 -352 Queue Length 95th A 69 0350 #300 60 9 168 26 96 #477 Internal Link Dist(ft) 1008 768 1040 1776 Turn Bay Length (ft) Base Capacity(vph) 156 222 241 948 235 893 1241 598 892 Starvation Cap Reductn 0 0 0 0- 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 _ _0 0 0 0- 0 0 0 0 - Reduced v/c Ratio 0.38 1.19 1.24 0.49 0.02 0.50 0.33 0.52 1.07 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:75-(83%),'Referenced to phase 2:NB8B,Start of Yellow '® Natural Cycle: 130 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.24 Intersection Signal Delay:61.1 Intersection LOS:f ' Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period(min) 15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Route 5&Route 194 _ 1 �TR2 R 1'4 S 1 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 HCM 2010 TWSC 2016 Background AM Peak with Fed-Ex Phase 2 ' ® 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor MIII OPINION Int Delay,s/veh 0.9 ' Vol,veh/h 38 666 922 27 12 25 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop ' RT Channelized - None - None - None Storage Length - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 O ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles% 2 2 2 2 2 2 �— Mvmt Flow 41 724 1002 29 13 27 w Conflicting Flow All 1002 0 - 0 1447 501 ' - Stage 1 - _ - 1002 - Stage 2 - - - 445 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 687 - - - 122 515 ' Stage 1 - - 316 - Stage 2 - - - 613 Platoon blocked, Mov Cap-1 Maneuver 687 - - - 110 515 Mov Cap-2 Maneuver - - - - 110 - Stage 1 _ 316 _ Stage 2 - - 552 A(R_T _ Iowaa HCM Control Delay,s 1 23.5 , HCM LOS C Capacity(veh/h) u 687 - - - 235 HCM Lane WC Ratio 0.06 - 0.171 HCM Control Delay(s) 10.6 0.5 - - 23.5 ' HCM Lane LOS B A - C HCM 95th%tile Q(veh) 0 ® Scannell Distribution Facility, South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 12/23/2014 Lanes Volumes Timing s 2016 Background AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Lane Configurations I tt Volume(vph) 85 593 645 28 23 304 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 p Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 - Lane Util.Factor 1.00 0.95 1.00 1.00 1.00 1.00 Frt 0.994 ` 0.875 Fit Protected 0.950 0.996 Satd.Flow(prot) 1770 3M9 1852 0 1623 0 Fit Permitted 0.144 0.996 Said.Flow(perm) 268 3539 1852 0 1623 0 ® Right Turn on Red Yes Yes Satd.Flow(RTOR) _ 5 330 Link Speed(mph) 30 30 30 Link Distance(ft) 405 2851 3707 Travel Time(s) 9.2 64.8 84.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 92 645 701 30 25 330 - Shared Lane Traffic(%) Lane Group Flow(vph) 92 645 731 0 355 0 ' Enter Blocked Intersection No No No No No No ® Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 _ - ' Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 _ _ 16 Two way Left Turn Lane ' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 _ Trailing Detector(ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex _ CI+Ex Detector 1 Channel Detector Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 Turn Type Perm NA NA Prot Protected Phases 12 2 3 1 Permitted Phases 12 12 2 3 Detector Phase 12 12 2 3 ' Switch Phase Minimum Initial(s) -4.0 4.6 4.0 Minimum Split(s) 21.0 9.0 8.0 _ Total Split(s) 65.0 13.0 12.0 Total Split(%) 72.2% 14.4% 13% ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 Lanes, Volumes Timings 2016 Background AM Peak with F - ' g g Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Maximum Green(s) 60.0 8.0 9.0 ' Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 2.0 2.0 00 Lost Time Adjust(s) -1.0 -1.0 ' - Total Lost Time(s) 4.0 4.0 Lead/Lag _. Lag _ _ _ Lead _ Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 ' Recall Mode None None None -- Act Effct Green(s) 45.7 45.7 33.6 8.4 Actuated.g/C Ratio 0.73 0.73 0.54 0.13 v/c Ratio 0.47 0.25 0.73 0.71 Control Delay 12.0 2.8 15.2 14.6 - Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.0 1 2.8 15.2 14.6 LOS B A B B Approach Delay 3.9 15.2 14.6 Approach LOS A B B ' Queue Length 50th(ft) 10 30 186 8 ._ Queue Length 95th(ft) 40 43 293 #124 Internal Link Dist(ft) 325 2771 3627 ' Turn Bay Length(ft) 200 _ Base Capacity(vph) 262 3455 1710 524 Starvation Cap Reductn 0 0 0 0 ' Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.35 0.19 0.43 0.68 ' Area Type: Other Cycle Length:90 Actuated Cycle Length:62.4 ' Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.73 ' Intersection Signal Delay: 10.5 intersection LOS:B Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7:Route 194&Rye Street 4-- ".401 -1002 110-03 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report ' Bubaris Traffic Associates 12/23/2014 e ' HCM 2010 TWSC 2016 Background AM Peak with Fed-Ex Phase 2 ® 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor p, Mveh Int Delay 3.2 Vol,veh/h 103 504 90 13 568 28 2 1 2 25 1 103 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 ® Sign Control free Free Free Free Free Free Stop Stop Stop Stop Stop 'Stop RT Channelized - - None - None - one None Storage Length 160 150 Veh in Median Storage,# - 0 - _ 0 _ 0 0 Grade, % - _ 0 0 O 0 " '— Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 5 _ 2 _ _2 2 2 5 2 2 2 _ _ 5 2 5 Mvmt Flow 112 548 11 14 617 30 2 1 2 27 1 112 convicting Flow All 648 0 0 559 0 0 1494 1453 553 1439 1444 633 Stage 2 - - - - 717 676 778 783 - '® Critical Hdwy 4.15 - - 4.12 - - 7.12 6.52 6.22 7.15 6.52 6.25 Critical Hdwy Stg 1 - - 6.12 5.52 - 6.15 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.15 5.52 - Follow-up Hdwy 2.245 - 2.218 - 3.518 4.018 3.318 3.545 4.018 3.346 Pot Cap-1 Maneuver 924 - - 1012 - - 101 130 533 109 132 474 Stage 1 - - - - - - 390 407 447 460 - _ Stage 2 - - 421 453 - 385 404 - Platoon blocked,%° _ Mov Cap-1 Maneuver 924 - - 1012 - - 69 113 533 97 114 474 Mov Cap-2 Maneuver - - - 69 113 - 97 114 - ® Stage 1 - - - - - - 343 358 393 454 - Stage 2 _ - - - - 316 447 336 355 - Asp roact��;�: ; HCM Control Delay,s 36.2 32.5 HCM LOS - - E D, Capacity(veh/h) 79 533 924 - - 1012 - - 267 HCM Lane V/C Ratio 0.041 0.004 0.921 - - 0.014 - - 0:525 HCM Control Delay(s) _ 52.5 11.8 9.4 - - 8.6 - - 32.5 HCM 95th%tile Q(veh) 0 0 0 - - 0 _ 3 ' Scannell Distribution Facility, South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 HCM 2010 TWSC 2016 Background AM Peak with Fed-Ex Phase 2 ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor w` Int Delay,s/veh 0.8 B Vol,veh/n 526 5 50 601 8 24 Conflicting Peds,Or 0 0 0 0 0 0 ® Sign Control Free Free Free 'Free Stop Stop RT Channelized - None - None - None ' -- Storage Length 0 _ Veh in Median Storage,# _ 0 - - _ O O - Grade,% 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 572 5 54 653 9 26 ' Conflicting Flow All 0 0 577 0 1336 574 Stage 1 - - - 574 ' Stage 2 - - - - 762 Critical Hdwy 4.12 6.42 6.22 - 5.42 _ ' Critical Hdwy Stg 2 - - - - 5.42 _ Follow-up Hdwy - - 2.218 - 3.5118 3.318 Pot Cap-1 Maneuver - 996 - 169 518 , Stage 1 - _ 563 Stage 2 - - 461 Platoon blocked,% Mov Cap-1 Maneuver - - 996 - 155 518 ' Mov Cap-2 Maneuver - 155 Stage 1 - 563 Stage 2 - - 422 HCM Control Delay,s 0.7 17.3 ' HCM°Los C Capacity(veh/h) 327 - - 996 - ® HCM Lane V/C Ratio 0.106 - - 0.055 HCM Control Delay(s) 17.3 - 8.8 0 , HCM Lane LOS C - - A A HCM 95th%tile Q(veh) 0 - - 0 - - Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report ' Bubaris Traffic Associates 12/23/2014 Lanes Volumes Timings 2016 Background -g g and AM Peak with Fed Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 26 523 584 101 110 68 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 85 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 ® Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.949 Fit Protected 0.950 0.970 '® Satd.Flow(prot) 1170 1863 1825 0 1715 0 Fit Permitted 0.146 0.970 Satd.Flow(perm) 272 1863 1825 0 1715 D _ Right Turn on Red Yes Yes Satd. Flow(RTOR) 16 34 Link Speed(mph) 30 30 30 _ Link Distance( 648 802 7228 Travel Time(s) 14.7 18.2 164.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92` Adj.Flow(vph) 28 568 635 110 120 74 Shared Lane Traffic(%) Lane Group Flow(vph) 28 568 745 0 194 0 Enter Blocked intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 Detector Template Leading Detector(ft) 50 50 50 50 _ Trailing Detector(ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 ' Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 _0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA NA Prot Protected Phases 1 12 2 4 Permitted Phases 12 12 2 4 ' Detector Phase 1 12 2 4 Switch Phase Minimum Initial(s) 4.0 25.0 9.0 Minimum Split(s) 8.0 30.0 13.0 ' Total Split(s) 15.0 46.0 19.0 Total Split(%) 18.8% 57.5% 23.8% Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 Lanes, Volumes, Timings 2016 Background AM Peak with F - '9 g Fed-Ex Phase 2 15: Route 194 &Troy Road Scannell Distribution Facility,South Windsor Maximum Green(s) 12.0 41•.0 15.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) D.O 2.0 1.0 Lost Time Adjust(s) 1.0 -1.0 0.0 ' Total Lost Time(s) 4.0 4.0 4.0 Lead/Lag Lead _ Lag _ - Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 ' Recall Mode Min Min None Act Effct Green(s) 45.6 49.7 35.1 12.0 Actuated g/C Ratio 0.65 0.71 0.50 0.17 , v/c Ratio 0.07 0.43 0.81 0.60 ® Control Delay- 3.7 5.6 22.7 31 8 Queue Delay 0.0 0.0 0.0 0.0 , Total Delay 3.7 5.5 22.7 31.8 LOS A A C C Approach Delay 5.4 22.7 31.8 Approach LOS A C C ' Queue Length 50th(ft) 3 81 249 66 Queue Length 95th(ft) 10 148 423 138 Internal Link Dist(ft) 568 722 7148 ' Turn Bay Length(ft) 85 _ Base Capacity(vph) 420 1499 1125 402 Starvation Cap Reductn 0 0 0 0 ' Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.07 0.38 0.66 048 _ Area Type: Other Cycle Length:80 ' Actuated Cycle Length:69.9 Natural Cycle.55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.81 Intersection Signal'Delay: 17.2 Intersection LOS:'B Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period(min) 15 , Splits and Phases: 15:Route 194&Troy Road t-- - �E1 \-004 , Scannell Distribution Facility, South Windsor 12/1/2010 2016 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 12/23/2014 ' Exhibit 16 Operational Analysis Worksheets 2016 Background PM Peak Hour Traffic with Fed-Ex 2 Lanes, Volumes, Timings 2016 Background PM Peak with Fed-Ex Phase 2 ' 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor . . , •; a ;, ,' Lane Configurations tt r 1) tT Volume(vph) 29 60 4 440 52 423 5 712 476 386 451 4 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util.Factor 1.00 1.00 1.60 0.95 0.95 1.00 1.00 6.95 1.00 0.97 0.95 0.95 ' Fri: 0.995 0.850 0.850 0.999 Fit Protected 0.984 0.950 0.961 0.950 0.950 Satd.Flow(prot) 0 1824 0 1681 1701 1583 1770 3539 1583 3433 3536 0 , Fit Permitted 0.777 0.317 0.365 0.301 0.190 Satd.Flow(perm) 0 1440 0 561 646 1583 561 3539 1583 687 3536 0 Right Turn on Red Yes Yes Yes Yes ' Satd.Flow(RTOR) 2 221 295 1 Link Speed(mph) 30 30 30 30 Link Distance(ft) 1088 848 1120 1856 Travel Time(s) 24.7 19.3 25.5 42.2 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 32 65 4 478 57 460 5 774 517 4M 490 4 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 101 0 239 296 460 5 774 517 420 494 0 ' Enter Blocked Intersection No I No No No No No No No No No No No Lane Alignment Left. Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 ' Link Offset(ft) 0 _ 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane ' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 16 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 , Detector 1 Size(ft) 50 50 50 56 50 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA pm+ov pm+pt NA custom pm+pt NA ' Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8 8 4 4 4 2 2 2 2 2 Detector Phase 8 8 4 4 1 1 2_ 4 1 2 ' Switch Phase Minimum Initial(s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 , Total Split(s) 13.6 13.6 41.0 41.0 11.4 11.4 24.0 41.0 11.4 24.0 Total Split(%)_ 15.10% 15.1% 45.60X. 45.60% U.N. 12.7% 26.7% 45 6%0 12.7% 26.7% Maximum Green(s) 7.0 7.0 34.2 34.2 5.0 5.0 17.2 34.2 5.0 17.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 8.0 5.0 3.6 3.0 5.0 , All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 12/23/2014 ' Lanes, Volumes, Timings 2016 Background PM Peak with Fed-Ex Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Land Lost Time Adjust(s) -2.6 -2.8 -2.8 2.4 -2.4 -2.8 -2.8 -2 4 =2.8 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead, Lag Lead tag ' Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None No C-Max ' Act Effcf Green(s) 0.6 37.0 37.0 45.2 30.1 22.1 63.7 30.1 22.7 Actuated g/C Ratio 0.11 0.41 0.41 0.50 0.33 0.25 0.71 0.33 0.25 v/c Ratio 0.65 1.04 1.12 6.51 0.02 6.87 0.43 0.92 0.55 Cont8.8 ' rQueuel DelayDelay . _ 50.0 99.8 0.0 110.0 6.0 19.4 0.0 40.0 0.0 52.1 3 3.1 0.6 0.0 Total Delay 58.8 99.8 119.1 6.3 19.4 45.7 3.7 52.1 33.1 LOS E F F A. B D A p C Approach Delay 58.8 62.3 28.8 41.8 Approach LOS E E C D Queue Length 50th(ft) 55 -205 43 2 232 41 90 134 ' Queue Length 95th(ft) #128 #307 #371 84 9 #354 87 #167 187 Internal Link Dist(ft) 1008 768 1040 1776 Turn Bay Length(ft) Base Capacity(vph) 155 230 265 904 287 893 1206 455 893 Starvation Cap Reductn 0 0 0 0_ 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0_ 0 0 0 0 0 0 0 Reduced v/c Ratio 0.65 1.04 1.12 0.51 0.02 0.87 0.43 0.92 0.55 ' Int se iio Area Type: Other ' Cycle Length:90 - Actuated Cycle Length:90 Offset:75(83%),Referenced to phase 2:NBSB,Start of Yellow Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay:43.4 Intersection LOS:D ' Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. ' Splits and Phases: 1:Route 5&Route 194 4R01 i#;I oz 0 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 HCM 2010 TWSC 2016 Background PM Peak with Fed-Ex Phase 2 ' 5: Route 194 & Commerce Way Scannell Distribution Facility, South Windsor 1 Int Delay,s/veh 1.6 Vol,veh/h 32 891 827 11 17 88 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None ' Storage Length - _ - 100 0 Veh in Median Storage,# - 0 0 - 0 _ Grade,%` - 0 0 - O Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 35 968 _ 899 12 18 96 Conflicting Flow All 899 0 - 0 1453 449 , Stage 1 - - _ _ 899 - Stage 2 _ - 554 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - 5.84 Critical Hdwy Stg 2 - 5.84 Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 751 - - - 121 557 Stage 1 358 Stage 2 _ _ 539 _ Platoon blocked,% Mov Cap-1 Maneuver 751 - - - 109 557 Mov Cap-2 Maneuver - - 109 - Stage 1 - 358 Stage 2 - 485 HCM Control Delay,s 0.8 21.3 ' HCM LOS Capacity(veh/h) 751 - - - 334 HCM Lane V/C Ratio 0.046 - - 0.342 HCM Control Delay(s) 10 0.5 - - 21.3 ' HCM Lane LOS B A _ C HCM 95th%tile Q(veh) 0 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report ' Bubaris Traffic Associates 12/23/2014 ' Lanes, Volumes, Timings 2016 Background g PM Peak with Fed Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Cr�o pig IY Lane Configurations I tt ' Volume(vph) 225 684 666 23 45 172 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 0 p Storage Lanes 1 0 1 0 Taper Length(ft) 25 25; Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 Frt 0.906 0.893 Fit Protected 0.950 0.990 Satd.flow(prot) 1770 3539 1853 6 1647 0 ' Flt Permitted 0.192 0.990 Satd.flow(perm) 358 3539 1853 0 1647 0 Right Turn on Red Yes' Yes Satd. Flow(RTOR) 4 _ 181 Link Speed(mph) 30 30 30 Link Distance(ft) 405 2851 3707 Travel Time(s) 9.2 64.8 84.3 Peak Hour Factor 0.92 0.92 0:92 0.92 0.92 0.92 Adj.Flow(vph) 245 743 724 25 49 187 Shared Lane Traffic(%) Lane Group Flow(vph) 245 743 749 0 236 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right ' Median Widthm) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 ' Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 p Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CREx Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) , 0.0 0.0 0.0 0.0 ' Turn Type Perm NA NA Prot Protected Phases 12 2 3 1 Permitted Phases 12 12 2 3 Detector Phase 12 12 2 3 ' Switch Phase Minimum Initial(s) _ 4.0 4.0 4.6 , Minimum Split(s) 21.0 9.0 8.0 'total Split(s) 60.0 18.0 12.0 Total Split(%) 66.7% 20.0%° 13% ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 Lanes, Volumes, Timings 2016 Background PM Peak with Fed-Ex Phase 2 ' 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Maximum Green(s) 55.0 13.0 9.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 20 2.0 0.0 Lost Time Adjust(s) -1.0 -1.0 ' Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lead Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 ' Recall Mode None None None Act Effct Green(s) 62.0 62.0 49.6 9.7 Actuated g/C Ratio 0.78 0.78 0.62 0.12 v/c Ratio 0.88 0.27 0.65 0.66 Control Delay 44.2 3.0 12.9 19.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 44.2 3.0 12.9 19.8 LOS D A B B Approach Delay 13.2 12.9 19.8 , Approach LOS B B B Queue Length 50th(ft) 62 39 204 28 Queue Length 95th(ft) #120 73 362 99 Internal Link Dist(ft) 325 2771 3627 , Turn Bay Length(ft) 200 Base Capacity(vph) 297 2945 1336 446 Starvation Cap Reductn 0 0 0 0 ' Spillback Cap'Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.82 0.25 0.56 0.53 (nte sexton .. L►1 - WIN, a �¢ Area Type: Other Cycle Length:90 , Actuated Cycle Length:80 Natural Cycle:40 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.88 , Intersection Signal Delay: 13.9 Intersection LOS:B Intersection Capacity Utilization 72.0% ICU Level of Service C Analysis Period(min)15 ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7:Route 194&Rye Street ' 4'_ "02 03 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 12/23/2014 ' HCM 2010 TWSC 2016 Background P g M Peak with Fed-Ex Phase 2 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor 1n.eTe - ' Int Delay,s/veh 4.1 Vol,veh/h 108 615 5 8 581 23 9 1 42 25 1 99 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ' RT Channelized - - None - - None - None Storage Length 150 - None 150 - 0 Veh in Median' Storage,# - 0 _ _ 0 % _ - Grade, - 0 _ _ 0 0 _ 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% - 5 2 2 2 2 5 2 2 2 5 2 5 Mvmt Flow 117 668 5 9 632 25 10 1 13 27 1 108 ' Conflicting Flow All 657 0 0 674 0 0 1622 1580 671 1568 1570 844 Stage 2 _ _ _ - - 716 674 , 907 909 Critical Hdwy 4.15 - - 4,12 " 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 7.15 6.52 6.25- - 6.12 5.52 6.15 5.52 Critical Hdwy Stg 2 - - - - - - 6.12 5.52 6.15 5.52 Follow-up Hdwy 2.245 - - 2.218 - 3.518 4.018 3.318 3.545 4.018 3.345 Pot Cap-1 Maneuver 916 - - 917 - - 82 109 456 Stage 1 - 89 111 468 .— - - - - 331 355 - 447 460 Stage 2 - - - - - - 421 454 - 326 354 - ' Platoon blocked,% - Mov Cap-1 Maneuver 916 - - 917 _ - 56 94 456 77 96 468 Mov Cap-2 Maneuver - - - 56 94 77 96 - Stage 1 Stage 2 289 310 390 455 - _ - - 320 450 - 275 309 - XIp.ro"acla �� ." ' HCM Control Delay,s 43.9 HCM LOS 41.3 E E _ Capacity(veh/h) 58 456 916 - - 917 - - 229 HCM Lane V/C Ratio 0.187 0.029 0.128 - - 0,009 - '0.593 HCM Control Delay(s) 80.9 13.1 9.5 - - 9 - - 41.3 HCM 95th%tile Q(veh) 1 0 p - - 0 - g Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 HCM 2010 TWSC 2016 Background PM Peak with Fed-Ex Phase 2 , 11: West Road & Route 194 Scannell Distribution Facility,South Windsor 'pre,. Int Delay,s/veh _ 1.4 Vol,veh/h 640 12 32 602 10 75 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop ' RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,..% 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 696 13 35 654 11 82 ' 9 r r Q ! T �.N Conflicting Flow All 0 0 709 0 1426 702 Stage 1 - 702 ' Stage 2 - - - 724 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 _ - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver - - 890 - 149 438 ' Stage 1 - _ - 491 - Stage 2 - - - - 480 - Platoon blocked, % ' Mov Cap-1 Maneuver - - 890 - 140 438 Mov Cap-2 Maneuver - - - - 140 - Stage 1 - - - 491 - Stage 2 - - 450 HCM Control Delay,s 0.5 18.9 HCM LOS C rn_Q Qm'a orb ,�. . Capacity(veh/h) 350 - - 890 - HCM Lane WC Ratio 0.264 - - 0.039 - HCM Control Delay(s) 18.9 - - 9.2 0 , HCM Lane LOS C - A A HCM 95th%tile Q(veh) 1 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 Lanes, Volumes, Timings 2016 Ba ckground ackg,round PM Peak with Fed-Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor erar t p ' Lane Configurations Volume(vph)_ 95 621 - 602 175 117 �32 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 85 0 0 0 - Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.970 0.971 Fit Protected 0.950 0.962 ' Satd.Flow(prot) 1770 1863 1807 0 1740 0 Fit Permitted 0.110 0.962 Satd. Flow(perm) 205 1863 1807 0 1740 0 Right Turn on Red Yes Yes ' Satd.Flow(RTOR) 27 16 Link Speed(mph) 30 30 30 Link Distance(ft) 648 802 7228 - Travel Time(s) 14.7 18.2 164.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 103 675 654 190 127 35 Shared Lane Traffic(%) _ Lane Group Flow(vph) 103 675 844 0 162 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 _ Link Offset(ft) 0 0 0 - Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Detector Position(ft) - 0 - 0 0 0 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA NA Prot Protected Phases 1 12 2 4 Permitted Phases 12 12 2 4 ' Detector Phase 1 12 2 4 Switch Phase Minimum initial(s) 4.0 25.0 9.0 Minimum Split(s) 8.0 30.0 13.0 Total Split(s) 15.0 45.0 20.0 Total Split(%) 18.8% 56.3% 25.0% Scannell Distribution Facility, South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 Lanes, Volumes, Timings 2016 Background PM Peak with Fed-Ex Phase 2 ' 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Maximum Green(s) 120 40.0 16.0 Yellow Time(s) 3.0 3.0 3.0 Ail-Red Time(s) 0.0 2.0 1.0 , Lost Time Adjust(s) 1.0 -1.0 0.0 Total Lost Time(s) 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? ' Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode Min Min None _ Act Effct Green(s) 49.2 53.2 38.4 11.9 Actuated g/C Ratio 067 0:73 0:52 0.16 v/c Ratio 0.28 0.50 0.88 0.55 Control Delay 5.9 6.1 28.1 336 Queue Delay 0.0 0.0 0.0 0.0 , Total Delay 5.9 6.1 28.1 33.6 LOS A A C C Approach Delay 6.1 28.1 33.6 Approach LOS A C C Queue Length 50th(ft) 10 101 303 64 Queue Length 95th(ft) 29 203 #608 121 Internal Link Dist(ft) 568 722 7148 Turn Bay Length(ft) 85 Base Capacity(vph) 375 1414 1033 396 Starvation Cap Reductn 0 0 0 0 , Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.27 0.48 0.82 0.41 ' We ? . WWO 21 Area Type: Other Cycle Length:80 Actuated Cycle Length:73.2 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.88 Intersection Signal Delay:19.0 Intersection LOS:B Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period(min)15 ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 15:Route 194&Troy Road ' 1 '�'`r'+iF= oZ \-0.04 Scannell Distribution Facility, South Windsor 12/1/2010 2016 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 12/23/2014 r t i t ' Exhibit 17 Operational Analysis Worksheets 2018 Background AM Peak Hour Traffic with Fed-Ex 2 Lanes, Volumes, Timings 2018 Background AM Peak with Fed-Ex Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations �;, ►� � � � ,�,� � �� �,� Volume(vph) 18 35 5 506 32 447 6 425 397 300 897 12 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util.'Factor 1.00 1.D0 1.00 0:95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 Frt 0.989 0.850 0.850 0.998 Fit Protected 0.984 0.950 0.958 0.950 0.950 Satd.Flow(prot) 0 1813 0 1681 1695 1583 1770 3539 1583 3433 3532 0 Fit Permitted 0.772 0.318 0.344 0.182 0.341 Satd.Flow(perm) 0 1422 0 563 609 1583 339 3539 1583 1232 3532 0 Right Turn on Red - Yes Yes Yes Yes Satd.Flow(RTOR) 4 295 432 1 ' Link Speed(mph) - 30 30 30 30 Link Distance(ft) 1088 848 1120 1856 Travel Time(s) _ 24.7 19.3 _ 25.5. 42.2 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 20 38 5 550 35 486 7 462 432 326 975 13 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 63 0 275 310 486 7 462 432 326 988 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 1 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 g 15 g Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template , Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 ' Detector 1 Size(ft) 50 50 50 50 56 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel , Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA pm+ov pm+pt NA custom pm+pt NA ' Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8 8 4 4 4 2 2 2 2 2 Detector Phase 8 8 4 4 1 1 2 4 1 2 ' Switch Phase Minimum Initial(s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 Total Split(s) 13.6 13.6 40.0 40.0 11.4 11.4 25.0 40.0 11.4 25.0 , Total Split(%°) 15.1`% 15.1% 44.4% 44.41% 12.7% 12.7% 27.8% 44.4% 12.7%° 27.8%° Maximum Green(s) 7.0 7.0 33.2 33.2 5.0 5.0 18.2 33.2 5.0 18.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 3.6 3.0 5.0 ' All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 1/27/2015 Lanes, Volumes, Timings 2018 Background A Fed- Ex M Peak with Fed Ex Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor ' Lost Time Adjust(S) -2.6 2.8 -2.8 -2.4 Mill I -2,4 -2.8 -2,8 -2.4 -2.8 Total Lost Time s - - O 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead La ' Lead-Lag Optimize? 9 Vehicle;Extension(s) 3.0 3.0 3.0 3.0 3.0 30 30 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None None C-Max ' Act Effct Green,(s) 9.3 36.0 36.0 44.2 31.1 2V 637 31.1 23.7 Actuated g/C Ratio 0.10 0.40 0.40 0.49 0.35 0.26 0.71 0.35 0.26 v/c Ratio 0.42 1.22 1.28 y 44.8 0.52 0.03 0.50 0.35" 0.54 1.06 Control Delay . ' 161.3 179.E 5.3 190 31.4 1.4 23.5 82.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.8 161.3 179.6 5.3 19.0 31.4 1.4 23.5 82.3 LOS D F F A __ B F Approach Delay 44.8 95.8 - 16.9 Approach LOS D 67.7 F B E Queue Length 50th(ft) 32 -204 -236 35 3 122 0 66 -364 Queue Length 95th(ft) 72 #365 #405 73 12 172 27 98 #490 ' Internal Link Dist(ft) 1008 768 1040 Turn Bay Length(ft) 1776 Base Capacity (vhP ) 155 225 243 927 234 932 1247 606 931 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio � 0 . 0 0 0 0 0 0 0.41 1.22 1.28 0.52 0.03 0.50 0.35 0.54 1.06 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:75(83%),'Referenced to phase 2:NBSB,Start of Yellow Natural Cycle: 110 ' Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.28 Intersection Signal Delay:62.6 - - - Intersection LOS:E Intersection Capacity.Utilization 60.9% ICU Level of Service B Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. - # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Route 5&Route 194 0i #02 0 as ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/27/2015 HCM 2010 TWSC 2018 Background AM Peak with Fed-Ex Phase 2 ' 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor Int Delay,s/veh_. _ 1 Vol,veh/h 40 693 959 28 12 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - No - None ' Storage Length - 100 0 Veh in Median Storage,# - 0 0 - 0 - _ -. Grade,%° - 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 , 2 _ 2 Mvmt Flow 43 753 1042 30 13 28 ROOM Conflicting Flow All 1042 0 - 0 1506 521 ' Stage 1 - - 1042 Stage 2 464 Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - ' Critical Hdwy Stg 2 - - - - 5.84 Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 663 - - - 112 500 , Stage 1 - 301 Stage 2 - _ - - 599 Platoon blocked,% Mov Cap-1 Maneuver 663 - - - 99 500 Mov Cap-2 Maneuver - - _ _ 99 _ Stage 1 301 Stage 2 _ - - - 532 HCM Control Delay,s 1.1 25.2 HCM LOS D ' Capacity(veh/h) 663 - - - 219 HCM Lane V/C'Ratio 0.066 - 0.189 HCM Control Delay(s) 10.8 0.5 - - 25.2 ' HCM Lane LOS B A D HCM 95th%tile Q(veh) 0 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background g g ound AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Lane Configurations tt Volume(vph) 88 617 671 29 24 316 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 0 p Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 1.00 1.00 1.00 1.00 Frt 0.994 0.875 Flt Protected 0.950 _ 0.996 Satd. Flow(prot) 1770 3539 1852 0 1623 0 Flt Permitted 0.138 0.996 Satd.Flow(perm) 257 3539 1852 0 1623 0 Right Turn on Red Yes Yes ' Satd.Flow(RTOR) 5 343 Link Speed(mph) 30 30 30 Link Distance(ft) 405 2851 3707 ' Travel Time(s) 9.2 64.8 84.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 96 671 729 32 26 343 ' Shared Lane Traffic(%) Lane Group Flow(vph) 96 671 761 0 369 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right ' Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1:00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex ' Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s). 0.0 0.0 0.0 00 ' Turn Type Perm NA NA Prot Protected Phases 12 2 3 1 Permitted Phases 12 12 2 3 ' Detector Phase 12 12 2 3_ Switch Phase Minimum Initial(s) 4.0 4.0 4.0 Minimum Split(s) 21.0 9.0 8.0 _ ' Total Split(s) _ 65.0 13.0 12.0 . Total Split(%) 72.2% 14.4% 13% ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Maximum Green{s) 60.0 8.0 9.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 2.0 - 2.6 0.0 Lost Time Adjust(s) -1.0 -1.0 ' Total Lost Time(s) 4.0 4.0 Lead/Lag - Lag_ _ Lead Lead-Lag Optimize? _ Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) 47.7 47.7 35.5 8.5 ' Actuated g/C Ratio 0.74 0.74 '055 0.13 v/c Ratio 0.51 0.26 0.75 0.72 Control Delay 13.7 2.8 15.4 15.2 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 13.7 2.8 15.4 15.2 LOS B A B g Approach Delay 4.1 15.4 15.2 ' Approach LOS A B B Queue Length 50th(ft) 11 32 202 9 Queue Length 95th(ft) 47 45 309 #133 Internal Link Dist(ft) 325 2771 3627 ' Turn Bay Length(ft) 200 Base Capacity(vph) 247 3409 1675 5529 Starvation Cap Reductn 0 0 0 0 , Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.39 0.20 0.45 0.70 Area Type: Other Cycle Length:90 ' Actuated Cycle Length:64.5 Natural Cycle:45 Control Type .Actuated-Uncoordinated ' Maximum v/c Ratio:0.75 Intersection Signal'Delay:10.8 Intersection LOS:B Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7:Route 194&Rye Street , \*p3 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Background AM Peak with Fed-Ex Phase 2 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor mawpig I jgijjglo� mm n l ,' Int Delay,s/veh 3.8 = WEVol,veh/h 107 524 10 14 591 29 2 1 2 26 1 107 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free free Free Free Free Stop Stop Stop Stop Stop Stop ' RT Channelized - - None - - None - - None - None Storage Length 150 150 0 ' Veh in Median Storage,# - 0 - _ 0 _ 0 Grade,% - 0 0 _ 0 - - 0 _ Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 5 2 2 - 2 2 5 - 2 2 2 5 2 5 ' Mvmt Flow 116 570 11 15 642 32_ 2 1 2 28 1 116 ' Conflicting Flow All 674 0 0 580 0 0 1555 1512 575 1497 1502 658 Stage 1 - - - - - - 808 808 689 689 Stage 2 _ - _ 747 704 _ 868 813 Critical Hdwy 4.15 - - 4.12 - - 7.12 6.52 6.22 7.15 6.52 6.25 ' Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.15 5.52 Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.15 5.52 Follow-up Hdwy 2.245 - 2.218 - 3:518 4.018 3.318 3.545 4.018 3.345 ' Pot Cap-1 Maneuver 903 - - 994 - - 92 120 518 Stage 1 - - - _ 375 394 459 4 99 122 122 Stage 2 - - - _ 405 440 - 370 392 - Platoon blocked,% _ - _ - i Mov Cap-1 Maneuver 903 994 - 61 103 518 87 105 459 Mov Cap-2 Maneuver - - - - - - 61 103 - 87 105 Stage 1 - _ _ _ _ - 327 343 - 376 439 ' Stage 2 _ 297 433 - 320 342 - HCM Control Delay,s 1 39.7 HCM LOS 38.6 Capacity(veh/h) 71 518 903 - • - 994 - - 247 HCM Lane V/C Ratio 0.046 0.004 0.129 - '0.015 - - 0:59 HCM Control Delay(s) 58.1 12 9.6 - - 8.7 - - 38.6 HCM 95th%tile Q(veh) 0 0 0 - - 0 - - 3 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Background AM Peak with Fed-Ex Phase 2 ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor ' Int Delay,s/veh 0.8 Vol,veh/h 547 6 52 625 8 25 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop ' RT Channelized - None - None - None Storage Length - - - 0 _ Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 _ _ 0 0 _ Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 _ 2 Mvmt Flow 595 7 57 679 9 27 o _- Conflicting Flow All 0 0 601 0 1390 598 Stage 1 - - 598 - Stage 2 - - - 792 _ Critical Hdwy - - 4.12 - 6.42 6.22 ' Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 3.518 3.318 Pot Cap-1 Maneuver - - 976 - 157 502 ' Stage 1 - - _ 549 - Stage 2 - - - - 446 - Platoon blocked,% Mov Cap-1 Maneuver - - 976 - 142 502 Mov Cap-2 Maneuver - - - - 142 - Stage 1 - - - - 549 Stage 2 - - 404 - e 11 ISM HCM Control Delay,s 0.7 18.1 HCM LOS - - C ta-r�.9. L +a' Ala> Capacity(veh/h) 311 - - 976 - HCM Lane WC Ratio 0.115 - 0.058 HCM Control Delay(s) 18.1 - - 8.9 0 HCM Lane:LOS C - A A HCM 95th%tile Q(veh) 0 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background g d AM Peak with Fed Ex Phase 2 12: Rye Street & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations Y Volume(vph) 0 0 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt t Protected Satd. Flow(prot) 1863 0 1863 0 0 1863 Fit Permitted - Satd.Flow(perm) 1863 0 1863 0 0 1863 Link Speed(mph) 30 30 30 Link Distance(ft) 7228 3707 795 Travel Time(s) 164.3 84.3 18.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) _ 0 0 0 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 0 0 0 0 ' 0 _ Enter Blocked Intersection No No No No No No Lane Alignment- Left .Right Left Right Left Left Median Width(ft) 12 0 Link Offset(ft) 0 0 - 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane - - Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 _ Sign Control Stop Free Free Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 0.0% ICU Level of Service A ' Analysis Period(min) 15 I ' Scannell Distribution Facility, South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background AM Peak with Fed-Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 27 544 607 105 114 70 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 85 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 , Frt 0.980 0.949 Flt Protected 0.950 0.970 Satd.Flow(prot) 1776 1863 1825 0 1715 0 Flt Permitted 0.131 0.970 ' Said.Flow(perm) N4 1863 1825 0 1715 0 Right Turn on Red Yes Yes Satd.Flow(RTOR) 16 34 Link Speed(mph) 30 30 30 Link Distance(ft) 648 802 7228 Travel Time(s) 14.7 18.2 164.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 29 591 660 114 124 76 Shared Lane Traffic(%) Lane Group Flow(vph) 29 591 774 0 200 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 , Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 Detector Template ' Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 ' Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0:0 0.0 Turn Type pm+pt NA NA Prot Protected Phases 1 12 2 4 Permitted Phases 12 12 2 4 Detector Phase 1 12 2 4 ' Switch Phase Minimum Initial(s) 4.0 25.0 9.0 Minimum Split(s) 8.0 30.0 13.0 Total Split(s) 15.0 46.6 19.0 ' Total Split(%) 18.8%° 57.5% 23.8% Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 ' Lanes, Volumes, Timings 2018 Backg round AM Peak with Fed-Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Maximum Green(s) 12.0 41.0 15.0 Yellow Time(s) - 3.0 3.0 3.0 All-Red Time(s),. 0.0 2.0 1.0 ' Lost Time Adjust(s) 1.0 -1.0 0.0 Total Lost Time(s) 4.0 4.0 4.0 Lead/Lag _ Lead Lag _ Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode Min - Min None Act Effct' Green(s) 47.0 51.1 36.4 12.2 Actuated g/C Ratio 066 0.71 0.51 _ _ 0.17 v/c Ratio 0.07 0.44 0.83 0.62 Control Delay 3.8 5.7 24.0 _ 33.3 ' Queue Delay 0.0 0.0 0.0 _ 0.0 Total'belay Y 3.8 5.7 _ 24.0 33.3 LOS A A C C ' Approach Delay 5.6 24.0 33.3 - Approach LOS A C C Queue Length 50th(ft). 3 89 271 74 Queue Length 95th(ft) 10 157 #464 142 Internal Link Dist(ft) 558 722 7148 _ Turn Bay Length(ft) 85 Base Capacity(vph) 401 1487 1099 393 _ Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 007 0.40 0.70 0.51 ,. AN Area Type: Other �-. . . ' Cycle Length:80 Actuated Cycle Length:71.5 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.83 Intersection Signal Delay: Intersection LOS:B - Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles: ' Splits and Phases: 15:Route 194&Troy Road 01 -i"02 4 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 1 Exhibit 18 ' Operational Analysis Worksheets 2018 Background PM Peak Hour Traffic with Fed-Ex 2 1 ' Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Pha se 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor ' Lane Configurations IN Vi tt 1) Volume v h ( p ) 31 62 5 458 54 440 6 740 495 401 469 5 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Lane Util.Factor 1.00 1.00 1.00 ' 0.95 0.95 1.00 1.00 0.95 100 0.97 0..95 0.95 Frt 0.994 0.850 0.850 0.999 Flt Protected 0.984 0.950 0.961 0.950 0.950 Satd.Flow(prot) 0 1822 0 1681' 1701 1583 1770 3539 1583 3433 3536 0 Fit Permitted 0.771 0.321 . 0.369 0.264 0:204 Satd. Flow(perm) 0 1428 0 568 653 1583 492 3539 1583 737 3536 0 Right Turn on Red Yes _ Yes Yes Yes Satd. Flow(RTOR) _ 2 215 288 1 Link Speed(mph) 30 30 30 30 Link Distance(ft) 1088 848 1120 1856 Travel Time(s) 24.7 19.3 25.5 42.2 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 34 67 5 498 59 478 7 804 538 436 510 5 Shared Lane Traffic(%) 50% ' Lane Group flow(vph) 0 106 0 249 308 478 7 804 538 436 515 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right ' Median Width(ft) 12 12 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 ' Detector Template - Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm _ NA pm+ov pm+pt NA custom pm+pt NA Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8. g 4 4 4 2 2 2 2 2 ' Detector Phase 8 8 4 4 1 1 2 4 1 2 Switch Phase Minimum Initial(s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 158 11.4 21.8 ' Total Split s p ( ) 13.6 13.6 41.0 41.0 11.4 11.4 24.0 41.0 11.4 24.0 Total Split(%) 15.1% 15.1% 45.6% 45.6% 12.7% 12.7% 26.7% 45.6%° 12.76/o 26.71/6 Maximum Green(s) 7.0 7.0 34.2 34.2 5.0 5.0 17.2 34.2 5.0 17.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 36 3.0 5.0 All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Phase 2 1 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lost Time Adjust(s) -2.6 -2.8 2.8 -2.4 2.4 -2.8 -28 -2.4 -2.8 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead La Lead-Lag Optimize? g 1 Vehicle.Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 30 Recall Mode None None None None None None C-Max None None C-Max Act Effct Green(s) 9.6 37.0 37.0 44.4 27.4 20.0 61.0 NA 20.0 Actuated g/C Ratio 0.11 0.41 0.41 0.49 0.30 0.22 0.68 0.30 0.22 1 v/c Ratio 0.69 1.07 1.16 0.54 0.03 1.02 0.4"6 0.98 0.66 Control Delay 62.1 107.8 129.8 6.9 19.7 74.0 4.2 64.0 36.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Total Delay 62.1 107.8 129.8 6.9 19.7 74.0 4.2 64.0 36.4 Los E F F A B E A E p Approach Delay 62.1 67.8 45.9 49.0 1 Approach L08 E E D D Queue Length 50th(ft) 58 -166 -218 48 3 -250 48 94 141 Queue Length 95th(ft) #137 #321 #387 97 12 #374 97 0171 195 Internal Link Dist(ft) 1008 768 1040 1776 1 Turn Bay Length(ft) Base Capacity(vph) 154 233 268 889 254 786 1165 446 786 Starvation Cap Reductn 0 0 6 0 0 0 0 0 0 1 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.69 1.07 1.15 0.54 0.03 1.02 0.46 0.98 0.66 e c3 ill 1 ll�=FNNI WON F 1 Area Type: Other __W_m m Cycle Length:90 1 Actuated Cycle Length:90 Offset:75(83%), Referenced to phase 2:NBSB,Start of Yellow Natural Cycle: 110 Control Type-Actuated-Coordinated i Maximum v/c Ratio:1.15 Intersection Signal Delay:53.8 Intersection LOS:D Intersection Capacity Utilization 63.0% ICU Level of Service B 1 Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. 1 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Route 5&Route 194 1 4 014tfR1 -tea i i Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report 1 Bubaris Traffic Associates 1/26/2015 1 HCM 2010 TWSC 2018 Background PM Pea - g k with Fed Ex Phase 2 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor int Delay,s/ven 1.7 Vol,veh/h 33 927 860 11 ` 18 92 Conflicting Peds,#/hr 0 0 0 0 0 p Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 100 0 _ Veh in Median Storage, _# - 0 0 0 Grade,% - _ 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 _ g 2 2 2 Mvmt Flow 36 1008 ' - 935 12 20 100 Mao/IVlno_ a>e r1 a iWPM � ' Conflicting flow All 935 0 - 0 1511 467 Stage 1 - - - - 935 Stage 2 - - - 576 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 _ 5.84 Critical Hdwy Stg 2 - - - - 5.84 Follow-up Hdwy 2.22 _ - 3.52 3.32 Pot Cap-1 Maneuver 728 - - 111 542 ' Stage 1 - _ _ - 342 Stage 2 - - _ _ 525 Platoon blocked, % _ _ - Mov Cap-1 Maneuver 728 _ 99 542 Mov Cap-2 Maneuver - _ _ 99 Stage 1 _ _ 342 ' Stage 2 466 - - 466 " - - - - Ap r oac HCM Control Delay,s 0.8 23.4 HCM LOS C MihorL==anelMam "apacit y(veh/h) - - -M13 HCM Lane V/C Ratio 0.049 - 0.382 HCM Control Delay(s) 10.2 0.5 - - 23.4 HCM Lane LOS B A - C HCM 95th%tile Q(veh) p 2 - - ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Phase 2 1 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor room Lane Configurations ++ '� ►� 1 Volume(vph) 2M 711 693 24 46 179 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 0 1 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 1.00 1.00 1.00 1.00 1 Frt 0.995 0.893 Fit Protected 0.950 0.990 Satd.Flow(prot) 1770 3539 1853 0 1647 0 1 Fit Permitted 0.197 0.990 Satd. Flow(perm) 367 3639 1863 0 16V 0 Right Turn on Red Yes Yes Satd.Flow(RTOR) 4 185 1 Link Speed(mph) 30 30 30 Link Distance(ft) 405 2851 3707 Travel Time(s) 9.2 64.8 84.3 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 254 773 753 26 50 195 Shared Lane Traffic(%) Lane Group Flow(vph) 254 773 779 0 245 0 1 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 1 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 1$ Two way Left Turn Lane Headway factor 1.00 1.00 too 1.00 1.00 1.00 1 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 Detector Template 1 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 1 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel 1 Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1'Delay(s) 0.0 00 0.0 0.0 Turn Type Perm NA NA Prot 1 Protected Phases 12 2 3 1 Permitted Phases 12 12 2 3 Detector Phase 12 12 2 3 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 Minimum Split(s) 21.0 9.0 8.0 Total Split(s) 60.0 18.0 12.0 1 Total Split(%) 66.7% 20.0% 13% Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report 1 Bubaris Traffic Associates 1/26/2015 1 Lanes, Volumes, Timings 2018 Background PM Peak eak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Maximum Green(s) 55.0 13.0 9.0 Yellow Time(s) _ 3.0 3.0 3.0 All-Red Time(s) 2.0 20 _ 0.0 ' Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lead ' Lead-Lag Optimize? - Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct' Green(s) 68.1 68.1 56.1 10.0 Actuated g/C Ratio 0.79 0.79 0.65 0.12 - v/c Ratio 0.88 0.28 0.64 0.69 Control Delay _ 41.8 2.9 12.7 21.4 Queue Delay 0.0 0.0 0.0 _ 0.0 Total Delay 41.8 2.9 12.7_ 21.4 LOS D A B C Approach Delay 12.5 12.7 21.4 Approach LOS B B C Queue Length 50th(ft) 69 43 222 30 Queue Length 95th(ft) #126 76 388 104 ' Internal Link Dist(ft) 325 2771 3627 Turn Bay Length(ft) 200 Base Capacity(vph) 290 2799 1268 423 - Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.88 0.28 0.64 0.58 ' lnte��e s , z Area Type: Other ' Cycle Length:90 Actuated Cycle Length:86.1 Natural Cycle:40 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.88 - Intersection Signal Delay: 13.6 Intersection LOS:B Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period(min)15 _ - # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. - - ' Splits and Phases: 7:Route 194&Rye Street "0 *02 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Background PM Peak with Fed-Ex Phase 2 ' 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor Int Delay,s/veh 5.1 Vol,veh/h 112 639 6 8 604 24 9 1 12 Conflicting Peds,Or 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None ' Storage Length 150 150 0 Veh in Median Storage,# - 0 - - 0 - - 0 Grade,% 0 - 0. Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 5 2 2 2 2 5 2 2 2 Mvmt Flow 122 695 7 9 657 26 10 1 13 `1 t © Qf1Qsi Conflicting Flow All 683 0 0 701 0 0 1684 1641 698 ' Stage 1 - - - 941 941 - Stage 2 - -_ - - - 743 700 Critical Hdwy 4.15 - - 4.12 - 7.12 6.52 6.22 Critical Hdwy Stg 1 _ - - - 6.12 5.52 - ' Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.245 - - 2.218 - 3.518 4.018 3.318 Pot Cap-1 Maneuver 896 - - 896 - - 75 100 440 ' Stage 1 - - _ - 316 342 - Stage 2 _ - - - - - 407 441 Platoon blocked,% Mov Cap-1 Maneuver 896 - - 896 - - 50 86 440 ' Mov Cap-2 Maneuver - - 50 86 - Stage 1 - - - - - - 273 295 - Stage 2 - - - - - - 302 437 T HCM Control Delay,s 49 ' HCM LOS _ E . Capacity(veh/h) 52 440 896 - - 896 - - 209 HCM Lane V/C Ratio 0.209 0.03 0.136 - - 0.01 - 0.676 HCM Control Delay(s) 91.7 13.4 9.6 - - 9.1 - - 52.1 , - F HCM 95th%tile Q(veh) 1 0 0 - - 0 - - 4 Scannell Distribution Facility, South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 ' HCM 2010 TWSC 2018 Background PM Peak with Fed-Ex 9 Phase 2 11: West Road & Route 194 Scannell Distribution Facility,South Windsor lr�er5e F og ' mt ueiay,siveh _ 1.5 vol,veh/h 666 12 33 626 ' 10 78 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop ' RT Channelized - None one None Storage Length _ 0 Veh in Median Storage,# 0 - - 0 0 Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% — 2 - 2 2 2 2- _ _ 2 Mvmt Flow 724 13 36 680 11 85 Conflicting Flow All 0 0 737 0 1482 730 ' Stage 1 - - 730 Stage 2 - - 752 Critical Hdwy - - 4.12 - 6.42 6.22 ' Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 __ - 3518 3.318 ' Pot Cap-1 Maneuver - - 869 138 422 Stage 1 - - 477 . Stage 2 . _ - _ - - 466 Platoon blocked,% - _ ' ' Mov Cap-1 Maneuver - - 869 129 422 Mov Cap-2 Maneuver - - - -129 Stage 1 ' 477 435 Stage 2 - - - - - _ ' MCMntroi ueiay,s 0.5 _ 20 HCM LOS C Capacity(vehlh) 335 - - 869 - HCM Lane WC Ratio 0.286 - u41 HCM Control Delay(s) 20' - - 9.3 0 HCM Lane LOS C _ A A HCM 95th %tile Q(veh) 1 - 0 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Combined AM Peak wit h FULL BUILD 20: Route 5 & Scannell South Site Drive Scannell Distribution Facility,South Windsor ' Int Delay,s/veh 0 Vol,veh/h ; -0 . _-`1 I fill - - - ' 925 11 0 1435 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length- - p Veh in Median Storage,# 0 0 _ Grade, % - - 0 0 _ Peak Hour Factor 92 92 - - 0 92 92 2 92 Heavy Vehicles,% 2 2 2 2 29 2 Mvmt Flow 0 1 1005 12 0 1560 Majo�r�Ul�i or . r131 _ n • Conflicting Flow All 1785 503 0 0 1005 0 ' Stage 1 1005 Stage 2 780 _ Critical Hdwy 6.84 6.94 - - 4.14 ' Critical Hdwy Sig 1 5.84 _ Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 73 514 - - 685 - ' Stage 1 315 Stage 2 412 _ _ _Platoon blocked,% - - ' Mov Cap-1 Maneuver 73 514 - - 685 - Mov Cap-2 Maneuver 73 _ _ - Stage 1 315 _ - Stage 2 412 - - ' M ontrol Delay,s 12 HCM LOS - B _ �(veh/h�) tNCapac �- 5M468�5 - HCM LaneV/C Ratio _ - 0.002 _ _ _- ' HCM Control Delay(s) - - 12 0 HCM Lane LOS - - B A _ HCM 95th %tile Q(veh) - _ p 0 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined AM Peak with FULL BUILD ' 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 18 35 5 533 32 456 6 426 494 336 897 12 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 U 0 150 150 0 0 , Storage Lanes 0 0 1 1 1 1 2 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 ' Frt 0.989 0.850 0.650 0.998 Flt Protected 0.984 0.950 0.957 0.950 0.950 Said.Flow(prot) 0 1813 0 1681 1694 1583 1770 3539 1583 3433 3532 0 Fit Permitted 0.766 0.318 0.343 0.190 0.330 ' Satd. Flow(perm) 0 1411 0 563 607 1583 354 3539 1583 1193 3532 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 4 296 425 1 ' Link Speed(mph) 30 30 30 30 Link Distance(ft) 1`088 460 032 1856 Travel Time(s) 24.7 10.5 21.2 42.2 Peak Hour Factor 0.92 0:92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 1 Adj.Flow(vph) 20 38 5 579 35 496 7 463 537 365 975 13 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 63 0 289 325 496 7 463 537 365 988 0 ' Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 Link Offset(ft) 0 p 0 0 Crosswalk Width(ft) 16 16 16 _ 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template ' Leading Detector(ft) 50 50 50 56 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector Position(ft) 0 0 0 0 0 0 0 0 0 0 ' Detector 1 Size(ft) 50 50 50 50 50 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.0 0.0 Turn Type Perm NA Perm NA pm+ov pm+pt NA custom pm+ t NA ' Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8 8 4 4 4 2 2 2 2 2 Detector Phase 8 8 4 4 1 1 2 4 1 2 ' Switch Phase Minimum Initial(s) 50 5.0 9.0 9.0 5.0 50 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 Total Split(s) 13.6 13.6 41.0 41.0 11.4 11.4 24.0 41.0 11.4 24.0 ' Total Split(%) 15.1% 15.1% 45.6% 45.6% 12.7% 12.7% 26.7% 45.6% 12.7% 26.7% Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 ' Lanes, Volumes, Timings 2018 Combined AM Pe 1: Route 5 & Route 194 Peak with FULL BUILD Scannell Distribution Facility,South Windsor P O_� 1111111111 _ - ' Maximum Green(s) 7.0 7.0 34.2 34.2 5.0 5.0 17.2 34.2 5.0 17.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 3.6 3.0 5.0 ' All-Red Time(s) 3`0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 Lost Time Adjust(s) -2.6 -2.8 -2.8 -2.4 -2.4 -2.8 -2.8 -2.4 -2.8 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead La ' Lead-Lag Optimize? _ 9 Vehicle Extension(s) 3.10 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None None C-Max Act Effct Green(s) 9.3 37.0 37.0 45.2 30.1 22.7 63.7 30.1 22.7 ' Actuated g/C Ratio 0.10 0.41 6.41 0.50 0.33 0.25 0.71 033 0.25 v/c Ratio 0.42 1.25 1.31 0.53 0.03 0.52 0.43 0.63 1.11 Control Delay 45.0 171.1 190.4 5.3 19.7 32.5' 2.5 26.6 98.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.0 171.1 190.4 53 19.7 32.5 2.5 26.6 98.9 LOS D F F A F Approach Delay 45.0 1�Q.6 16.4 79 4 Approach LOS D F B E Queue Length 50th(ft) 32 --217 -251 35 3 124 19 76 -376 Queue Length 95th(ft) 72 #381 #424 73 12 175 53 112 #503 ' Internal Link Dist(ft) 1008 380 862 1776 Turn Bay Length(ft) 150 150 Base Capacity(vph) 154 231 249' 942 250 893 1150 583 892 ' Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.41 1.25 1.31 0.53 0.03 0.52 0.43 0.63 1.11 ' A�rea ionpe: Other Cycle Length:90 ' Actuated Cycle Length:90 Offset:75(83%),Referenced to phase 2:NBSB,Start of Yellow Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.31 Intersection Signal Delay:68.1 Intersection LOS:E Intersection Capacity Utilization 61.6% ICU Level of Service B ' Analysis Period(min)15 Volume exceeds capacity, -p ty,queue istheoretically-infinite. Queue shown is maximum after two cycles. ' # 95th percentile volume exceeds capacity, - - -queue may be longer. Queue shown is maximum after two cycles. ' Splits and Phases:F�0�1 #02_ 1:Route 5&Route 194 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Bubaris Traffic Associates Synchro 8 Light Report 1/26/2015 HCM 2010 TWSC 2018 Combined AM Peak with FULL BUILD ' 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor � c o� - _ Int Delay,s/veh 1.1 _ u Vol,veh/h 40 825 g ' 94 28 12 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None t Storage Length _ 1`00 0 Veh in Median Storage,# 0 _ 0 p - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 g2 92 Heavy Vehicles,oo 2 2 2 2 2 _ 2 - Mvmt Flow 43 897 1080 30 13 28 l• r Conflicting Flow All 1080 0 0 1615 540 Stage 1 - - - 1080 ' Stage 2 - - 535 Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 t Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 - _ _ 3.52 3.32 Pot Cap-1 Maneuver 641 - - - 95 486 ' Stage 1 - - - 287 Stage 2 - - - - 551 Platoon blocked,% Mov Cap-1 Maneuver 641 - - - 82 486 ' Mov Cap-2 Maneuver - - _ _ 82 - Stage 1 - 287 Stage 2 _ - 477 ' HCM Control Delay,s 1.2 29.1 ' HCM LOS D _ Capacity(veh/h) 641 - - - 190 HCM Lane V/C Ratio 0.068 - - - 0.217 HCM Control Delay(s) 11 0.7 - 29.1 t HCM Lane'LOS B A - - D HCM 95th%tile Q(veh) 0 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' HCM 2010 TWSC 2018 Combined AM Pe ak with FULL BUILD 18: Scannell West Site Drive & Route 194 Scannell Distribution Facility,South Windsor Mti© . �v= ' Delay,s/veh 0 Vol,veh/h 833 4 0" `1022 p 1 Conflicting Peds,#!hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - one Storage Length - _ - - 0 Veh in Median Storage,# 0 - _ 0 0 0 p Grade,% p Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 - 2 2 Mvmt Flow 905 4 0 1111 0 1 ' Conflicting Flow All 0 0 910 0 1463 455 Stage 1 - - - - 908 Stage 2 " - - 555 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - _ _ - 5.84 Critical Hdwy Stg 2 - - - - 5.84 Follow-up Hdwy 2.22- " - - 3.52 3.32 ' Pot Cap-1 Maneuver - - 744 - 119 552 Stage 1 - - - - 354 Stage 2 _ _ - 539 Platoon blocked, Mov Cap-1 Maneuver - - 744 - 119 552 Mov Cap-2 Maneuver _ _ 119 - Stage 1 _ - _ 354 ' Stage 2 539 Apro`aah$ HCM' Control Delay,s HCM LOS 11.5 B ' �'vehlll��5�52 Capacity - - 744 - HCM Lane V/C Ratio _ 0002 HCM Control Delay(s) 11.5 - 0 HCM Lane LOS B - - A _ HCM 95th%tile Q(veh) 0 - - 0 - ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report Subaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined AM Peak with FULL BUILD ' 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations I tT* I Volume(vph) 86 665 81 36 670 29 6 �1 4 24 �1 316 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 150 0 0 0 0 0 ' Storage Lanes 1 0 1 0 1 p 1 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' Fri: 0.984 0.994 0.880 0.850 Fit Protected 0.950 0.950 0.950 0.950 Satd.Flow(Prot) 1770 3483 0 1710 1852 0 1770 1639 0 1770 1583 0 Fit Permitted 0.950 0.950 0.950 0.950 ' Satd. Flow(perm) 1770 3483 0 1770 1852 0 1770 1639 0 1770 1583 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 17 3 4 279 , Link Speed(mph) 30 30 30 30 Link Distance(ft) ` 529 571 1167 3674 Travel Time(s) 12.0 13.0 26.5 83.5 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 93 723 88 39 728 32 39 1 4 26 1 343 Shared Lane Traffic(%) Lane Group Flow(vph) 93 811 0 39 760 0 39 5 0 26 344 0 ' Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 ' Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 in ' Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 2 1 2 Detector Template Left Left Thru Thru ' Leading Detector(ft) 50 50 20 50 20 100 50 100 Trailing Detector(ft) 0 0. 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 6 ' Detector 1 Size(ft) 50 50 20 50 20 6 50 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 ' Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel ' Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 , Detector Phase 1 6 5 2 7 4 3 8 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined AM Pe ak with FULL BUILD 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 8.0 20.0 8.0 21.0 9.0 20.0 20.0 20.0 ' Total Split(s) 9.0 41.0 9.0 41.0 9.0 20.0 20.0 31.0 Total Split{%) 10.0%° 45.6% 10.0%° 45.6% 10.0% 22.2% 22.2% 34.4% Maximum Green(s) 6.0 36.0 6.0 36.0 6.0 15.0 17.0 26.0 ' Yellow Time(s) 2.0 3.0 2.0 3.0 20 30 2.0 3.0 All-Red Time(s) 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust(s) 1.0 1.0 0.0 _ -1.0 0.0 0.0 to 0.0 Total Lost Time(s) 4.0 6.0 3.0 4.0 3.0 5.0 2.0 5.0 Lead/La 9 Lead Lag Lead Lag Lead Lag Lead tag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0' 3.0 3.0 30 Recall Mode None None None None None Min None Min Act Effct Green(s) 5.1 38.4 6.0 36.1 6.0 11.0 7.7 9;9 Actuated g/C Ratio 0.07 0.55 0.09 0.52 0.09 0.16 0.11 0.14 ' v/c Ratio 0.72 0.42 0.25 0.79 0.25 0.02 0.13 0.74 Control Delay 67.4 12.7 38.5 23.9 38.5 19.4 33.5 17.5 Queue Delay 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 Total Delay 67.4 12.7 38.5 23.9 38.5 19.4 33.5 17.5 ' LOS E B D C D B Approach Delay 18.3 B 24.6 36.3 18.6 Approach LOS B C D B Queue Length 50th(ft) 42 120 17 267 17 0 11 27 Queue Length 95th(ft) #137 216 50 #601 50 9 36 107 Internal Link Dist(ft) 449 491 1087 3594 Turn Bay Length(ft) A0 150 _ Base Capacity(vph) 130 1938 157 1016 157 388 472 781 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 ' Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.72 0.42 0.25 0.75 0.25 0.01 0.06 0.44 lnterse�tton'�S(mma�y Area Type. Other Cycle Length:90 Actuated Cycle Length:69.3 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.79 Intersection Signal Delay:21.1 Intersection LOS:C ' Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. ' Queue shown is maximum after two cycles. Splits and Phases: 7:Scannell Main Site Drive/Rye Street&Route 194 ' 01 o2 11003 to-4 1'05 --ptir. 4\o7 ass Lanes, Volumes, Timings 2018 Background P Fed- Ex Route 194 &TroyRoad g M Peak with Fed Ex Phase 2 Scannell Distribution Facility,South Windsor -0. 4-- l� 0 9 Bwar- ll � . MAW Maximum Green(s) 92.0 40.0 16.0 x. Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 0.0 2.0 1.0 Lost Time Adjust(s) 1.0 -1.0 0.0 Total Lost Time(s) 4.0 4.0 4.0 Lead/Lag Lead La Lead-Lag Optimize? g Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode Min Min _ None Act Effct Green(s) 50.4 54.4 39.5 12.1 ' Actuated g/C Ratio 0.68 0.73 0.53 0.1,6 v/c Ratio 0.30 0.52 0.91 0.57 Control Delay 6.8 6.3 31.31 34.8 ' Queue Delay 0.0 0.0 0.0 0.0 Total belay 6.8 6.3 31.3 34.8 LOS A A C C ' Approach Delay 6.4 31.3 Approach LOS A C 34C: Queue Length 50th(ft) 11 109 331 68 Queue Length 95th(ft) 35 215 #647 127 ' Internal Link Dist(ft) 568 722 7148 Turn Bay Length(ft) 85 Base Capacity(vph) 368 1384. 1010 387 ' Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced We Ratio 0.29 0 51 0.87 0.43 -MM- 01 W�. Area Type. Other Cycle Length:80 ' Actuated Cycle Length:74.5 Natural Cycle:55 Control Type:Semi Act-Uncoord ' Maximum v/c Ratio:0.91 - Intersection Signal Delay:20.8 Intersection LOS:C Intersection Capacity Utilization 68.3%' ICU Level of Service C Analysis Period(min)15 _ _. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. ' Splits and Phases: 15:Route 194&Troy Road of ubz � ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Exhibit 19 ' Operational Analysis Worksheets 2018 Combined AM Peak Hour Traffic with Full Build 1 ' HCM 2010 TWSC 2018 Combined b ed AM Peak with FULL BUILD 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor Int Delay,s/veh 4.7 ION Vol,veh/h 107 530 40 14 676` 29 2 1 2 26" 1 107 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ' RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 0 0 - - 0 - - - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 5 2 2 2 2 5 2 2 .. ._ _2 5 2 5 ' Mvmt Flow 116 576 11 15 735 32 2 1 2 28 1 916 ME. ' Conflicting Flow All 766 0 0 587 0 0 1654 1611 582 1596 1601 751 Stage 1 814 814 - 781 781 - Stage 2 - 840 797 815 820 Critical Hdwy 4.15 - - 4.12 - - 7.12 6.52 6.22 7.15 6.52 6.25 Critical Hdwy Stg 1 _ - - 6.12 5.52 6.15 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.15 5.5-2 Follow-up Hdwy 2.245 - - 2.218 - 3.518 4.018 3.318 3.545 4.018 3.345 ' Pot Cap-1 Maneuver 834 - 988 - - 78 104 513 85 106 406 Stage 1 - - - - - - 372 391 383 405 Stage 2 - _ _ - 360 399 - 367 389 Platoon blocked,% Mov Cap-1 Maneuver 834 988 49 88 513 74 90 406 Mov Cap-2 Maneuver _ _ _ _ _ 49 88 74 90 - Stage 1 - _ _ -' 320 337 - 330 399_ _ - - - Stage 2 252 393 - 314 335 - Appoae? ' HCM Control Delay,s 48 �51 HCM LOS E F Capacity(veh/h) M 57 513 834 - - 988 - - 214 HCM Lane V/C Ratio 0.057 0.004 0.139 - - 0.015 - - 0.681 HCM Control Delay(s)_ 72 12 10 - - 8.7 - _ - 51.5 HCM 95th%tile Q(veh) 0 0 0 - p _ 4 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 1 HCM 2010 TWSC 2018 Combined AM Peak with FULL BUILD ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh 0.9 ' Vol,veh/h 552 6 52 661 8 25 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control free Free free Free Stop Stop. , RT Channelized - None - None - None Storage Length - _ - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% _ 0 _ _ - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 600 7 57 718 9 27 ' Conflicting Flow All 0 0 607 0 1435 603 Stage 1 - - - - 603 - Stage 2 - - - 832 Critical Hdwy - - 4.12 6.42 6.22 ' Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 971 - 147 499 ' Stage 1 546 Stage 2 - - - - 427 - Platoon blocked,% ' Mov Cap-1 Maneuver - - 971 - 133 499 Mov Cap-2 Maneuver - - - - 133 - Stage 1 - - - - 546 Stage 2 - - - 385 - HCM Control Delay,s 0.7 18.7 HCM LOS C i ROW. N MINNIVEN , Capacity(veh/h) 299 - - 971 - HCM Lane V/C Ratio 0.12 - - 0.058 - ' HCM Control Delay(s) 18.7 - - 8.9 0 HCM Lane LOS C - - A A HCM 95th%tile Q(veh) 0 - - 0 - Scannell Distribution Facility, South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' Lanes, Volumes, Timings 2018 Combined AM Peak with FULL BUILD 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Me o;�pnfigurations + T►�I Volume(vph) 27 550 643 105 114 70 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 85 6 0 0 Storage Lanes 1 0 1 0 .. ......... Taper Length(ft) 25 25 ' Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.949 Fit Protected 0.950 0.970 Satd.Flow(prot) 1770 1863 1827 6 1715 0 ' Fit Permitted 0.114 0.970 Satd. Flow(perm) 212 1863 1827 0 1715 0 Right Turn on Red Yes Yes ' Satd. Flow(RTOR) 15 34 Link Speed(mph) 30 30 30 Link Distance(ft) 648 802 _ 5609 ' Travel Time(s) 14.7 18.2 127.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 29 598 699 114 124 76 Shared Lane Traffic(%) ' Lane Group Flow(vph) 29 598 813 0 200 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right ' Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) _ 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 Detector Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.6 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 Turn Type _ Pm+pt NA NA Prot Protected'Phases 1 12 2 4 Permitted Phases 12 12 2 4 Detector Phase 1 12 2 4 Switch Phase Minimum Initial(s) 4.0 25.0 9.0 Minimum Split(s) 8.0 30.0 13.0 Total Split(s) 15.0 46.0 19.0 _ Total Split(%) 18.8% 57.5% 23.8% ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined AM Peak with FULL BUILD ' 15: Route 194 &Troy Road Scannell Distribution Facility,South Windsor Vc- ' as Maximum`Green(s) 12.0 41.0 ` 15.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) . 0.0 2.0 1.0 Lost Time Adjust(s) 1.0 -1.0 0.0 Total Lost time(s) 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode Min Min None Act Effct Green(s) 47.9 52.0 37.2 12.3 Actuated g/C Ratio 0.66 0.72 0.51 0.17 ' v/c Ratio 0.08 0.45 0.86 0.63 Control Delay 3.8 5.7 26.5 33.8 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 3.8 5.7 A.5 33.8 LOS A A C Approach Delay 5.6 26.5 33.8 Approach LOS A C C Queue Length 50th(ft) 3 91 296 75 Queue Length 95th(ft) 10 159 #559 142 ' Internal Link Dist(ft) 568 722 5529 Turn Bay Length(ft) 85 Base Capacity(vph) 382 1467 1085 389 Starvation Cap Reductn 0 0 0 0 ' Spillback Cap Reductn 0 6 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.08 0.41 0.75 0.51 , J ; . Lp Area Type: Other Cycle Length:80 ' Actuated Cycle Length:72.4 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.86 ' Intersection Signal Delay: 19.4 Intersection LOS:6 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period(min)15 ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 15: Route 194&Troy Road ' *F- o1 --►;z 4 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined AM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 Exhibit 20 ' Operational Analysis Worksheets 2018 Combined PM Peak Hour Traffic with Full Build Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BU ILD 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Uolume(uph) 31 62 5 545 54 469 6 743 521 410 469 5 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 0 0. 0 0 150 150 0 0 Storage Lanes 0 0 1 2 1 1 0 _1 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 Frt _ - 0.994 0.850 0.850 0.999 Flt Protected 0.984 0.950 0.960 0.950 0.950 ' Satd.Flow(prot) 0 1822 0 1681 1699 1583 1770 3539 1583 3433 3536 0 Flt Permitted 0.752 0.321 0.362 0.264 0.204 Satd. Flow(perm) 0 1392 0 568 641 1583 492 3539 1.583 737 3536 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 2 184 246 1 Link Speed(mph) 30 30 30 30 Link Distance(ft) 1088 _ 460 862 - 1856 Travel Time(s) 24.7 10.5 19.6 42.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 092 0.92 0.92 Adj. Flow(vph) 34 67 5 592 59 510 7 808 566 446 510 5 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 106 0 296 355 510 7 808 566 446 515 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right, Left Left Right Median Width(ft) 12 12 _ 24 _ _ 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) _ 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0:0 00 0.0 0.0 0 0 u Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA pm+ov pm+pt NA custom pm+pt NA Protected Phases 8 4 1 1 2 4 1 2 Permitted Phases 8 8 4 4 4 2 2 2 2 2 ' Detector Phase 8 8 4 4 1 1 2 4 1 2 Switch Phase Minimum Initial(s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 Total Split(s) 12.6 12.6 42.0 42.0 11.4 11.4 24.0 42.0 11.4 24.0 Total Split(%) 14.0% 14.0% 46.7% 46.7% 12.7% 12.7% 26.7% 46.7% 12.7% 26.7% ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD ' 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor - •- t \. Maximum Green(s) 6. SBR ' 0 6.0 35.2 35.2 5.0 5.0 172 35.2 5.0 17.2 Yellow Time(s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 3.6 3.0 5.0 All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 18 Lost Time Adjust(s) -2.6 -2.8 -2.8 -2.4 -2.4 -2.8 -2.8 -2.4 -2.8 ' Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead La Lead-Lag Optimize? 9 ' Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None None C-Max Act Effct Green(s) 8.6 38.0 38.0 45.4 27.4 20.0 62.0 27.4 20.0 Actuated g/C Ratio 0.10 0.42 0.42 0.50 0.30 0.22 0.69 6.30 0.22 , v/c Ratio 0.79 1.24 1.31 0.57 0.03 1.03 0.49 1.00 0.66 Control Delay M.2 165.1 192.1 8.2 19.7 75.3 4.9 69.6 36.4 Queue Delay. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , Total Delay 78.2 165.1 192.1 8.2 19.7 75.3 4.9 69.6 36.4 LOS - E F F A B E A E p Approach Delay 78.2 104A 46.2 , 51.8 Approach LOS E F D D Queue Length 50th(ft) 59 -221 -276 63 3 -261 61 96 141 Queue Length 95th(ft) #149 #387 #453 132 12 #377 120 #178 195 Internal Link Dist(ft) 1008 380 782 1776 ' Turn Bay Length(ft) _ 150 150 Base Capacity(vph) 134 239 270 889 254 786 1167 446 786 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 ' Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced ft Ratio 0.79 1.24 1.31 0.57 0.03 1.03 0.49 1.00 0.66 Area Type: Other Cycle Length:90 , Actuated Cycle Length:90 Offset:75(83%), Referenced to phase 2:NBSB,Start of Yellow Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:1.31 Intersection Signal Delay:67.4 Intersection LOS:E Intersection Capacity Utilization 65.4% ICU Level of Service C ' Analysis Period(min)15 -- Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. ' Queue shown is maximum after two cycles. Splits and Phases: !1:Route 5&Route 194 , 01 !'02(P0 T�4 _,N8 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report , Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Combined PM Peak with FULL BU ILD 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor MnEa;,Fs/veh 2 Mt� ee 8 ' vol,venm 33 960 976 11 18 92 Conflicting Peds,#/hr. 0 0 0 0 0 0 Sign Control free Free Free Free Stop Stop ' RT Channelized None - None - None Storage Length 100 0 Veh in Median Storage,# _ 0 0 - 0 _ Grade,% _ 0 1 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,%° 2 2 2 _2 - 2- -2 Mvmt Flow 36 1043 1061 12 20 100 ' Conflicting Flow All 1061 0 - 0 1654' 530 Stage 1 - - 1061 Critical Hdwy 4.14 - - - 6.84 6.94 ' Critical Hdwy Stg 1 - - - - 5;84 - Critical Hdwy Stg 2 - - - - 5.84 _ Follow-up Hdwy 2.22 - 3:52 3.32 Pot Cap-1 Maneuver 652 - - - 89 493 Stage 1 - 294 Stage 2 515 Platoon blocked,°10 _ ' Mov Cap-1 Maneuver 652 - - - 77 493 Mov Cap-2 Maneuver - - - 77 - Stage 1 - - 294 ' Stage 2 448 4pprro`�acfi ., - - HCM Controlay,s Del 1 __ 29.8 HCM LOS p - Capacity(veh/h) 652 - - - 262 HCM Lane V/C Ratio 0.055 - - - 0.456 ' HCM Control Delay(s) 10.8 0.7 - - 29.8 HCM Lane LOS B A - - D HCM 95th%tile Q(veh) 0 - _ - 2 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Combined PM Peak with FULL BUILD ' 18: Scannell West Site Drive & Route 194 Scannell Distribution Facility,South Windsor MeRay�,s/ve�h ��O ��-���� MIS a Ii4.R ; Vol,veh/h 977 1 0 987 0 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - _ - 0 Veh in Median Storage,# 0 - - 0 0 Grade,% 0 _ 0 0 ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 1062 1 0 1073 0 3 Conflicting flow All 0 0 1063 0 1599 532 Y Stage 1 - 1063 , Stage 2 - - - - 536 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - ' Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy - 2.22 3.52 3.32 Pot Cap-1 Maneuver - 651 97 492 , Stage 1 _ 293 Stage 2 - - 551 - Platoon blocked, Mov Cap-1 Maneuver - 651 - 97 492 ' Mov Cap-2 Maneuver - - _ 97 Stage 1 - - - - 293 Stage.2 - - 551 HCM Control Delay,s 12.4 HCM'LOS l3 Mapac!;�(veh HCM Lane V/C Ratio 0.007 - - HCM Control Delay(s) 12.4 - - 0 - ' HCM Lane LOS B - - A _ HCM 95th%tile Q(veh) 0 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility, South Windsor Lane Configurations Volume(vph) 234 725 21 9 692 24 116 1 16 46 1 179 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 100 0 0 0 0 0 Storage Lanes 1 0 1 0 1 p 1 0 Taper Length(ft) 25 25 _ 25 25 Lane Util.Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' Frt I 0.996 0.995 0.858 0.851 Flt Protected 0.950 0.950 0.950 0.950 ' Satd. Flow(prot) 1770 M25 0 1770 1853 0 1770 1598 0 1770 1585 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd.Flow(perm) 1770 3525 0 1770 1.853 0 17.70 1598 0 1770 1585 _0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 2 17 195 Link Speed(mph) 30 30 30 30 Link Distance(ft) 529 541 1167 3151 Travel Time(s) 12.0 12.3 26.5 71.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.02 0.92 0.92 Adj.Flow(vph) 254 788 23 10 752 26 126 1 17 50 1 195 Shared Lane Traffic(%) ' Lane Group Flow(vph) 254 811 0 10 778 0 126 18 0 50 196 0 Enter Blocked intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left' Right Left Left Right Left Left Right Median WI 12 12 _12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 ' 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 2 - 1 - 2 ' Detector Template Left Left Thru Thru Leading Detector(ft) 50 50 20 50 20 100 50 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 _0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 20 50 20 6 50 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0:0 0.0 0.0 00 00 0.0 00 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 6.0 Detector 2 Position(ft) 94 _ 94 Detector 2 Size(ft) 6 g Detector 2 Type CI+Ex CI+Ex 1 Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 7 4 g g ' Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/27/2015 Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD ' 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 80 20.0 8.0 21.0 9.0 20.0 20.0 20.0 Total Split(s) 15.0 42.0 8.0 35.0 15.0 20.0 20.0 25.0 ' Total Split(%) 16.7% 46.70/. 8.90/. 38.9% 16.7% 22.2% 22.2% 27.8% Maximum Green(s) 12.0 37.0 5.0 30.0 12.0 15.0 17.0 20.0 Yellow Time(s) 2.0 &0 2.0 0.0 2.0 3.0 2.0 3.0 ' All-Red Time(s) 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust(s) 1.0 1.0 0.0 -1.0 0.0 0.0 -1.0 0.0 Total Lost Time(s) 4.0 6.0 3.0 4.0 3.0 5.0 2.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag ' Lead-Lag Optimize? Vehicle Extension(s) 3.0 30 3.0 3.0 3.0 3.0 30 3.0 Recall Mode None None None None None Min None Min ' Act Effct Green(s) 11.1 43.1 5.1 31.3 9.9 11.2 8.6 7.2 Actuated g/C Ratio 0.15 0.59 0.07 0.43 0.13 0.15 0.12 0.10 v/c Ratio 0.95 0.39 0.08 0.08 0.53 0.07 0.24 0.59 Control Delay 79.7 10.8 36.8 53.1 39.4 15.1 34.2 13.5 , Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:0 Total Delay 79.7 10.8 36.8 53.1 39.4 15.1 34.2 13.5 LOS E B D D D B C. B ' Approach Delay 27.2 52.9 36.3 17.7 Approach LOS C D D B Queue Length 50th(ft) 117 92 4 -345 54 0 21 0 ' Queue Length 95th(ft) #289 205 20 #682 113 18 55 57 Internal Link Dist(ft) 449 461 1087 3071 Turn Bay Length(ft) 200 100 ' Base Capacity(vph) 268 2069 121 792 292 354 438 577 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 , Reduced v/c Ratio 0.95 0.39 0.08 0.98 0.43 0.05 0.11 0.34 O R 1 Area Type: Other ' Cycle Length:90 Actuated Cycle Length:73.4 Natural CycIe:100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.98 _ Intersection Signal Delay:35.8 Intersection LOS:D Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite: Queue shown is maximum after two cycles. , # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/27/2015 Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor ' Splits and Phases: 7:Scannell Main Site Drive/Rye Street&Route 194 01 oz o3 !o4 t 07 08 1 1 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/27/2015 HCM 2010 TWSC 2018 Combined PM Peak with FULL BUILD ' 22: Scannell East Site Drive & Route 194 Scannell Distribution Facility,South Windsor Int DelayMlveh 0ow .1 o ,< Vol,veh/h 774 13 0_ 725 '0 10 =1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None None ' Storage Length - - o Veh in Median Storage,# 0 - - 0 0 Grade,% p _ 0 0 - Peak Hour Factor 92 92 92 92 g2 92 Heavy Vehicles % 2 2 2 2 _ 2 2 Mvmt Flow 841 14 0 788 pMIMI 11 Conflicting Flow All 0 0 855 0 1636 848 Stage 1 - _ - 848 ' Stage 2 _ _ _ 788 _ Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 ' Critical Hdwy Stg 2 - - - - 5.42 Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 785 - 111 361 ' Stage 1 _ - - 420 Stage 2 448 Platoon blocked, % - Mov Cap-1 Maneuver 785 111 361 ' Mov cap-2 Maneuver - - _ 111 Stage 1 420 Stage 2 _ 448 ' HCM Control Delay,s 15.3 ' HCM LOS _ C _ Capacity(veh/h) 361 - - 785 - HCM Lane V/C Ratio 003 - - - HCM Control Delay(s) 15.3 - - 0 - ' HCM Lane LOS C - A - HCM 95th%otile Q(veh) 0 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' HCM 2010 TWSC 2018 Combined PM Peak with FUL L BUILD 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor ""s e a ' Int Delay,s/veh 5.5 Vol,veh/h 112 666 6 8 613 24 9 1 12 26 1 103 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free free free Free Free Free Stop Stop Stop Stop Stop Stop ' RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 0 ' Veh in Median Storage,# - 0 _ - 0 0 - 0 Grade, - 0 _ 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% _ 5 2 2 2 2 5 _ 2 2 2 _5 2 5 ' Mvmt Flow 122 724 7 9 666 26 10 1 13 28 1 112 Conflicting Flow All 692 0 0 730 0 0 1724 1681 727 1'668 1671 679 - Critical7.15 6.52 Critical Hdwy Stg 1 25 - - _ _ 6. 6.12 5.52 - 6.15 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.15 5.52 - Follow-up Hdwy 2.245 - - 2.218 - 3.518 4.018 3.318 3.545 4.018 3.345 Pot Cap-1 Maneuver 889 - - 874 - - 70 95 424 75 96 446 Stage 1 - _ _ _ _ _ 304 331 427 443. Stage 2 - - - 402 437 300 330 ' Platoon blocked,% _ Mov Cap-1 Maneuver 889 - - 874 - - 46 81 424 64 82 446 Mov Cap-2 Maneuver - - - - - 46 81 64 82 - Stage 1 - - - - 262 286 368 438 - ' Stage 2 - _ _ - - 297 433 - 250 285 - !ro HCM Col Delay,s 53.3 �57 HCM LOS F F - Capacity(veh/h) 48 424 889 - - 874 - - 200 HCM Lane WC Ratio 0.226 0.031 0.137 - 0.01 - - 0.707 ' HCM Control Delay(s) 100.7 13.8 9.7 - - 9.2 - - 57.4 HCM Lane LOS F B A - - A - - F HCM 95th%°tile Q(veh) 1 0 0 - - 0 - - 4 ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 HCM 2010 TWSC 2018 Combined PM Peak with FULL BUILD ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor Mey,s/veh 1.5 a " MUM a W Vol veh/h _ s-, 692 12 33 635 10 78 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None 1 Storage Length Veh in Median Storage,# 0 _ _ 0 0 - Grade, % p 0 O ' Peak Hour Factor 92 92 92 92 92 92 - Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 752 13 36 690 11 85 Conflicting Flow All 0 0 765 0 1521 759 FIR I Stage 1 - - - 759 - Stage 2 - - 762 Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 ' Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 848 - 130 406 Stage 1 - - 462 Stage 2 -. - - _ 461 _ _ . .._.. .. .. Platoon blocked, % - - _ Mov Cap-1 Maneuver 848 - 121 406 ' Mov Cap-2 Maneuver - - 121 Stage 1 - - 462 Stage 2 - - - - - 429 r HCM Control Delay,s 0.5 21 ' HCM LOS C IT!'•� �n�; y� :F:.,4.�`!;l_ a.i Pl' �17R L6 '� d '�� ' Capacity(veh/h) 320 - - 848 - HCM Lane V/C'Ratio 0.299 - - 0.042 HCM Control Delay(s) 21 - - 9.4 0 , HCM Lane LOS C - - A A HCM 95th%tile Q(veh) 1 - - 0 _ Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' Lanes, Volumes, Timings 2018 Combined PM Peak with FU LL BUILD 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Volume(vph) 99 671 635 183 121 33` Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length'(ft) 85 p 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 ' Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.970 0.971 Fit Protected 0.950 0.962 Satd. Flow(prot) 1770 1863 1807 0 1740 0 ' Fit Permitted 0.105 0.962 Satd. Flow(perm) 196 1863 1807 0 1740 0 Right Turn on Red' Yes Yes Satd. Flow(RTOR) 27 _ 15 Link Speed(mph) 30 30 30 Link Distance(ft) 648 802 5316 Travel Time(s) 14.7 18.2 120.8 Peak Hour Factor 0.92 0.92 0.92 0,92 0.92 0.92 Adj. Flow(vph) 108 729 690 199 132 36 Shared Lane Traffic(%) ' Lane Group Flow(vph) 108 729 889 0 168 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right I ' Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane ' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 1 1 1 ' Detector Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 p 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA NA' Prot Protected Phases 1 1 2 2 4 Permitted Phases 12 12 2 4 Detector Phase 1 12 2 4 Switch Phase Minimum Initial(s) 4.0 25.0 9.0 Minimum Split(s) 8.0 30.0 13.0 Total Split(s) 15.0 46.0 19.0 Total Split(%) 18.8% 57.5% 23.8% ' Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD ' 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor MIN I Maximum`Green(s) 12.0 41.0 15.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 00 2.0 1.0 Lost Time Adjust(s) 1.0 -1.0 0.0 ' Total Lost Time(s) 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? ' Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode Min Min None Act Effct Green(s) 51.1 55.1 40.1 12.0 Actuated g/C Ratio 0.68 0.73 b.53 0.16 ' v/c Ratio 0.30 0.53 0.91 0.58 Control Delay 6.8 6.4 31.4 35.7 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 6.8 6.4 31.4 35.7 LOS A A C p _ Approach Delay 6.5 31.4 35.7 Approach LOS A C p ' Queue Length 50th(ft) 11 117 340 69 Queue Length 95th(ft) 35 217 #646 129 Internal Link Dist(ft) 568 722 5236 Turn Bay Length(ft) 85 Base Capacity(vph) 365 1399 1028 361 Starvation Cap Reductn 0 0 0 0 ' Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio. 0.30 052 0.86 0.47 ' z Area Type: Other Cycle Length:80 , Actuated Cycle Length:75.1 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.91 ' Intersection Signal Delay:20.8 intersection LOS:C Intersection Capacity Utilization 68.7% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 15:Route 194&Troy Road ' D 4 2 4 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Combined PM Peak with FULL BUILD Synchro 8 Light Report ' Bubaris Traffic Associates 1/26/2015 ' Exhibit 21 Summary of Traffic Crash Experience ' Proposed Sullivan Avenue Industrial Park Study Area 3 Years Experience, 2010 through 2012 1 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 1 of 4 Report Generated 912912014 3:34:15 PM Town of South Windsor Road/Route#5(US route 005) from 42.40 to 42.58 Total of 15 accidents AM - I - Zen 4-tw- 741" Date Town Road Mlle Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition. co n'dition Mon Jan-18-10 South Windsor (US route 42.49 at RTE 194 1644559 201000186 Driver Lost Control Daylight Dry No Adverse Turning- 14:39 005) (SULLIVAN AVE) Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 West Tractor Semi- Vehicle Stopped For Traffic Signal Trailer 0 0 0 0 0 * North Passenger Van None Apply Vehicle Turning Right from Proper 0 0 0 0 0 Lane Fri Feb-05-10 South Windsor (US route 42.49 at RTE 194 1654079 201000416 Improper Turning Daylight Dry No Adverse Turning-Same 13:37 005) (SULLIVAN AVE) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stf2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * South Automobile None Apply Vehicle Turning Left from Proper pf 0 0 0 0 0 Lane South Single Unit None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Truck 2 Axle 4 Lane Tires Tue Feb-09-10 South Windsor (US route 42.49 at RTE 194 1654120 201000449 Unsafe Right Turn Daylight Dry No Adverse Turning- 12:01 005) (SULLIVAN AVE) On Red Condition Opposite Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stf2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Lane * North Automobile None Apply Vehicle Turning Right on Red Light 0 0 0 0 0 From 1/1/2010 12:00:00 AM until 12/31/2012 11:59:59 PM page 2 of 4 Report Generated 9/29/2094 3:34:95 PM Town of South Windsor Road/Route#5(US route 005) from 42.40 to 42.58 Total of 15 Date Town Road Mile Location DOT# Police Case# Contributing Lighting accidents Surface Weather Collision Type Description Factor Condition Condition Sun Apr-04-10 South Windsor (US route 42.49 at RTE 194 1668999 P201001046 Following Too Daylight Dry No Adverse Rear-end 12:43 005) (SULLIVAN AVE) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile Vehicle Skidded Slowing or Traffic K A B C Total Stopping For 0 0 0 0 0 West Automobile None Apply Vehicle Turning Left from Proper Lane 0 0 0 0 0 Tue Oct-12-10 South Windsor (US route 42.49 at RTE 194 1721797 201003368 Following Too Daylight Dry No Adverse Rear-end 8:53 005) (SULLIVAN AVE) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor North Automobile None Apply K A B C Total pP Y Vehicle Going Straight North Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 0 0 0 0 0 Mon Dec-20-10 South Windsor (US route 42.49 at SULLIVAN AVE 1734274 201004155 Improper Passing Daylight Dry No Adverse Turning-Same 15:21 005) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries East Single Unit None Apply K A B C Total pP Y Vehicle Turning Right from Proper Truck 2 Axle 4 Lane 0 0 0 0 0 Tires East Passenger Van None Apply Vehicle Passing Same Direction on Right 0 0 0 0 0 Wed May-04-11 South Windsor (US route 42.49 at SULLIVAN AVE 1774411 201101381 Following Too Daylight Wet Rain Rear-end 12:25 005) Closely Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries South Automobile Vehicle Stopped For K A B C Total pp Traffic Signal South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 0 0 0 0 0 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 3 of 4 Report Generated 912912014 3:34:15 PM Town of South Windsor Road/Route#5(US route 005) from 42.40 to 42.58 Total of 15 accidents Date Town Road Mlle Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Wed May-11-11 South Windsor (US route 42.49 at RTE 194 1774439 201101467 Failed To Grant Daylight Dry No Adverse Turning- 13:03 005) (SULLIVAN AVE) Right Of Way Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic Signal K A B C Total 0 0 0 0 0 * North Single Unit None Apply / Vehicle Turning Right from Proper 0 0 1 0 i Truck 3 Or More Lane Axles Thu Jun-09-11 South Windsor (US route 42.49 at RTE 194 1786067 201101858 Violated Traffic Daylight Wet Rain Turning- 17:47 005) (SULLIVAN AVE) Control Opposite Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor * South Automobile None Apply ` Vehicle Turning Left from Proper K A B C Total0 0 0 0 0 Lane North Automobile None Apply Vehicle Going Straight 0 0 0 1 1 West Automobile Vehicle Stopped For Traffic 0 0 0 1 1 Mon Jul-25-11 South Windsor (US route 42.49 at RTE 194 1811297 201102382 Following Too Daylight Wet Rain Rear-end 18:00 005) (SULLIVAN AVE) Closely Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor * North Automobile Vehicle Slowing For or Vehicle K A B C Total 0 0 0 0 0 North Automobile Vehicle Stopped For Turn Right 0 0 0 0 0 Mon Apr-23-12 South Windsor (US route 42.49 at RTE 194 1854280 201201259 Violated Traffic Daylight Wet Rain Angle 10:24 005) (SULLIVAN AVE) Control Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile None Apply Vehicle Going Straight K A B C Total 0 0 0 1 1 * North Automobile None Apply Vehicle Going Straight 0 0 0 0 0 r From 1/1/2010 12:00:00 AM until 12/31/2012 11:59:59 PM page 4 of 4 Report Generated 9/29/2014 3:34:15 PM Town of South Windsor Road/Route #5(US route 005) from 42.40 to 42.58 Total of 95 Date Town Road Mile Location DOT# Police Case# Contributing Lighting accidents Description Surface' Weather;. Collision Type Factor Condition. Condition Tue May-08-12 South Windsor (US route 42.49 at RTE 194 1860540 201201431 Speed Too Fast For Daylight Wet Rain 17:17 005) (SULLIVAN AVE) Rear-end Conditions Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor North Automobile Vehicle Stopped For Traffic Signal K A B C Total North Automobile Vehicle Stopped For 0 0 0 0 0 pP Stopped Vehicle * North Automobile Vehicle Skidded Slowing or / Stopped Vehicle 0 0 0 1 1 Stopping For 0 0 0 0 0 Wed Dec-19-12 South Windsor (US route 42.49 at RTE 194 2038420 201203966 Following Too Daylight Dry No Adverse Rear-end 16:10 005) (SULLIVAN AVE) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor North Automobile Vehicle Stopped For Traffic Signal K A B C Total * North Automobile None Apply 7J Vehicle Going Straight 0 0 0 0 0 0 0 0 0 0 Wed Jan-19-11 South Windsor (US route 42.51 100 feet N of RTE 1751612 201100176 Improper Lane Daylight Wet No Adverse Sideswipe- 8:01 005) 194(SULLIVAN AVE) Change Condition Same Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries * South Single Unit None Apply K A B C Total 9 PP Y Vehicle Changing Lane(s)to Right 0 0 0 0 0 Truck 2 Axle 4 Tires to South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Mon Dec-13-10 South Windsor (US route 42.55 300 feet N of RTE 1735570 201004069 Driver Lost Control Dark-Lighted Wet Snow 17:34 005) 194(SULLIVAN Fixed Object AVE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries * South Tractor Semi- None Apply K A B C Total Pp Y Vehicle Going Straight Other On Median Divider 0 0 0 0 0 Trailer From 11112010 12:00.00 AM until 12/31/2012 11:59:59 PM page 1 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 ® +accidents ecn,-te 1 AI'b 1/1/2010 to 12/31/2012 Accident Experience Detail Report Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Fri Jan-15-10 South Windsor (CT route 0.00 at US 5(JOHN 1644519 201000169 Following Too Dark-Lighted Dry No Adverse Rear-end 20:32 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 West Automobile Vehicle Stopped For Traffic 0 0 0- 0 0 Tue May-11-10 South Windsor (CT route 0.00 at US 5(JOHN 1679664 201001452 Unknown Daylight Dry No Adverse Turning-Same 6:16 194) FITCH BLVD) Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st12nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * West Automobile None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Lane West Single Unit None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Truck 2 Axle 4 Lane Tires Tue Jun-22-10 South Windsor (CT route 0.00 at US 5(JOHN 1681144 201002007 Following Too Daylight Dry No Adverse Rear-end 18:11 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 * West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Wed Aug-25-10 South Windsor (CT route 0.00 at US 5(JOHN 1706543 201002787 Following Too Daylight Dry No Adverse Rear-end 10:47 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * West Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 X From 1/1/2010 12:00:00 AM until 12/31/2012 11:59:59 PM page 2 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 Date accidents Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition' Mon Sep-06-10 South Windsor (CT route 0.00 at US 5(JOHN 1721251 201002942 Following Too Daylight Dry No Adverse Rear-end 14:22 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1sti2nd Object Struck 1sti2nd Object Location Injuries West Automobile None Apply K A B C Total Pp Y Vehicle Going Straight West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 0 0 0 0 0 Thu Nov-04-10 South Windsor (CT route 0.00 at US 5(JOHN 1725261 201003600 Following Too Dark-Lighted Wet Rain Rear-end 17:33 194) FITCH BLVD) Closely Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Skidded Slowing or Stopped Vehicle K A B C Total Stopping For 0 0 0 0 0 West Automobile Vehicle Stopped For if Traffic Signal 0 0 0 0 0 Sat Nov-06-10 South Windsor (CT route 0.00 at US 5(JOHN 1725263 201003624 Violated Traffic Dark-Lighted Dry No Adverse Angle 20:23 194) FITCH BLVD) Control Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1stl2nd Object Struck 1sU2nd Object Location Injuries West Automobile None Apply K A B C Total PP Y Vehicle Going Straight South Automobile None Apply Vehicle Going Straight 0 0 0 0 00 0 0 0 0 Fri Jan-14-11 South Windsor (CT route 0.00 at US 5(JOHN 1751803 201100135 Following Too Dark-Lighted Dry No Adverse Rear-end 16:51 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile None Apply K A B C Total Pp Y Vehicle Going Straight West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 y 0 0 0 0 0 From 1/1/2010 12:00:00 AM until 1213112012 11:59.59 PM page 3 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1,74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface, Weather Colllsion Type Description Factor Condition' Condition Thu Jan-20-11 South Windsor (CT route 0.00 at US 5(JOHN 1751571 201100196 Improper Turning Daylight Unknown No Adverse Turning-Same 14:23 194) FITCH BLVD) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Truck-Trailer None Apply Vehicle Turning Left from Proper K A B C Total Combination k Lane 0 0 0 0 0 West Automobile None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Lane Wed Mar-09-11 South Windsor (CT route 0.00 at US 5(JOHN 1764822 201100740 Under The Dark-Lighted Dry No Adverse Angle 21:37 194) FITCH BLVD) Influence Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Going Straight 0 0 1 0 1 West Automobile Vehicle Skidded Slowing or Vehicle Going Straight 0 0 1 0 1 Stopping For Mon May-02-11 South Windsor (CT route 0.00 at US 5(JOHN 1774403 201101351 Following Too Daylight Dry No Adverse Rear-end 16:59 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Traffic Signal 0 0 0 1 1 West Automobile None Apply x Vehicle Going Straight 0 0 0 0 0 Thu Nov-03-11 South Windsor (CT route 0.00 at US 5(JOHN 1811576 201103546 Improper Turning Daylight Dry No Adverse Turning-Same 11:32 194) FITCH BLVD) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Traffic Sign 0 0 0 0 0 West Tractor Semi- None Apply Vehicle Turning Left from Proper Trailer A Lane 0 0 0 0 0 From 1/1/2010 12;00:00 AM until 12/31/2012 11:59:59 PM page 4 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 Date Town Road Mile Location DOT,# Police Case# Contributing Lighting Surface Weather Collisi accidents on Type. Description Factor Condition Condition Thu Aug-30-12 South Windsor (CT route 0.00 at US 5(JOHN 1890344 201202821 Following Too Daylight Dry No Adverse Rear-end 16:17 194) FITCH BLVD) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Stopped For K A B C Total PP Traffic Signal West Automobile None Apply 0 0 0 0 0 PP Y � Vehicle Going Straight 0 0 0 0 0 Tue Sep-04-12 South Windsor (CT route 0.00 at US 5(JOHN 2004906 201202873 Improper Turning Daylight Wet 8:30 194) FITCH BLVD) Maneuver No Adverse Turning-Same Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile None Apply K A B C Total Pp Y Vehicle Turning Left from Proper Lane 0 0 0 0 0 West Automobile None Apply PP Y � Vehicle Turning Left from Improper Lane 0 0 0 0 0 Sat Jul-23-11 South Windsor (CT route 0.01 50 feet E of US 5 1811298 201102355 Driver Lost Control Daylight Dry No Adverse Rear-end 8.24 194) (JOHN FITCH BLVD) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Slowing For Traffic K A B C Total West Automobile Vehicle Stopped For Traffic 0 0 1 1 2 0 0 0 0 0 Wed Aug-10-11 South Windsor (CT route 0.02 100 feet E of US 5 1812265 201102561 Driver Illness Daylight Dry No Adverse Rear-end 7:49 194) (JOHN FITCH BLVD) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries East Automobile None Apply K A B C Total PP Y Vehicle Going Straight East Automobile None Apply Vehicle Going Straight 0 0 1 0 1 0 0 0 0 0 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM j ge 5 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type. Description Factor Condition Condition Wed Nov-03-10 South Windsor (CT route 0.07 100 feet W of 1725276 201003583 Improper Lane Daylight Dry No Adverse Sideswipe- 12:39 194) COMMERCE Change Condition Same Direction WAY Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Single Unit None Apply Vehicle Changing Lane(s)to Right 0 0 0 0 0 Truck 2 Axle 6 Tires East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Mon Mar-08-10 South Windsor (CT route 0.09 at COMMERCE 1665841 201000743 Failed To Grant Dusk Dry No Adverse Turning- 18:04 194) WAY Right Of Way Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Turning Right from Proper 0 0 0 0 0 Lane West Single Unit None Apply Vehicle Going Straight 0 0 0 0 0 Truck 2 Axle 6 Tires Mon Jun-21-10 South Windsor (CT route 0.09 at COMMERCE 1680522 201001976 Following Too Daylight Dry No Adverse Rear-end 10:39 194) WAY Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 East Automobile None Apply jd Vehicle Going Straight 0 0 0 0 0 Fri Aug-20-10 South Windsor (CT route 0.09 at COMMERCE 1706674 201002735 Defective Daylight Dry No Adverse Rear-end 17:04 194) WAY Equipment Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 East Automobile Vehicle Stopped For Vehicle Turning Left from Proper 0 0 0 0 0 Lane M From 11112010 12.00:00 AM unfil 1213112012 11:59:59 PM page 6 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 Date Town Road Mile Location DOT# Police Case# Contributingaccidents Description Lighting Surface Weather Collision Type, Factor; Condition Condition Wed Nov-03-10 South Windsor (CT route 0.09 at COMMERCE 1725282 201003589 Following Too Daylight Dry No Adverse Rear-end 16:35 194) WAY Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries * South Automobile Vehicle Skidded Slowing or Stopped Vehicle K A B C Total Stopping For 0 0 0 0 0 South Automobile Vehicle Stopped For Traffic Sign A 0 0 0 0 0 Fri Nov-05-10 South Windsor (CT route 0.09 at COMMERCE 1725253 201003613 Following Too Daylight Dry No Adverse Rear-end 14:32 194) WAY Closely Condition Factor Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries East Automobile Vehicle Stopped For Turn Left K A B C Total * East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 0 0 0 0 0 0 Mon Nov-29-10 South Windsor (CT route 0.09 at COMMERCE 1724769 201003895 Driver Lost Control Daylight Dry No Adverse Fixed Object 13:21 194) WAY Contrib. Direction Veh Type Condition Factor yp Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries * West Automobile Vehicle Skidded Slowing or Other K A B C Total PP9 Off Sto in For Utility Pole Road and Shoulder, 0 0 1 0 1 Right Thu Mar-31-11 South Windsor (CT route 0.09 at COMMERCE 1761895 201100970 Following Too Daylight Dry No Adverse Rear-end 6:39 194) WAY Closely Contrib. Direction Veh Type Maneuver Prefix Condition Factor Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries * East Single Unit Vehicle Skidded Slowing or Stopped Vehicle K A B C Total Truck 3 Or More Stopping For 0 0 0 0 0 Axles East Automobile Vehicle Stopped For Turn Left V 0 0 0 1 1 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 7 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing, Lighting Surface Weather Collision Type Description Factor Condition Condition Thu Nov-03-11 South Windsor (CT route 0.10 1 tenths E of(RTE 1811554 201103550 Driving On Wrong Daylight Dry No Adverse Sideswipe- 13:58 194) 194-SULLIVAN Side Of Road Condition Opposite AVE) Directions Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile None Apply Vehicle Going Straight K A B C Total 0 0 1 0 1 West Automobile Vehicle Slowing For Vehicle on Wrong Side of Road 0 0 0 0 0 Tue Feb-02-10 South Windsor (CT route 0.27 at RYE ST� 1652505 201000372 Following Too Daylight Dry No Adverse Rear-end 7.25 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor South Automobile None Apply Vehicle Going Straight K A B C Total0 0 0 0 0 South Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 Fri Oct-29-10 South Windsor (CT route 0.27 from RYE ST 1721885 201003530 Driver Illness Daylight Dry No Adverse Fixed Object 11:11 194) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Going Straight Utility Pole/Curbing Off Road and Shoulder, 0 0 0 0 0 Right/Off Road and Shoulder,Right Thu Mar-17-11 South Windsor (CT route 0.27 at RYE ST 1763577 201100823 Following Too Daylight Dry No Adverse Rear-end 10:32 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor South Single Unit Vehicle Stopped For Traffic Signal K A B C Total 0 0 0 0 0 Truck 2 Axle 4 Tires South Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For M = = = = = = = = = = = From 11112010 12:00:00 AM unfil 1213112012 11:59:59 PM page 8 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Fri Jul-29-11 South Windsor (CT route 0.27 on RYE St 1811292 201102430 Following Too Daylight Wet Rain 17:07 194) Closely Rear-end Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor South Automobile Vehicle Stopped For Traffic Signal K A B C Total 0 0 0 0 0 * South Automobile Vehicle Skidded Slowing or Stopped Vehicle Stopping For 0 0 0 0 0 Sat Nov-05-11 South Windsor (CT route 0.27 at RYE ST 1810860 201103564 Traffic Signal Not Daylight Dry 8:56 194) No Adverse Rear-end Operating Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic K A B C Total * West Automobile None Apply �„/ Vehicle Going Straight 0 0 0 1 1 0 0 0 1 1 Sun Nov-27-11 South Windsor (CT route 0.27 from RYE ST 1820900 201103826 Improper Turning Dark-Lighted Dry No Adverse Turning-Same 17:15 194) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor * South Tractor Semi- None Apply Vehicle Turning Right from Improper K A B C Total Trailer Lane 0 0 0 0 0 South Automobile None Apply Vehicle Turning Right from Proper 0 0 0 0 0 Lane Fri Apr-20-12 South Windsor (CT route 0.27 on RYE ST 1854275 201201232 Following Too Daylight Dry No Adverse Rear-end 15:42 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor South Automobile Vehicle Stopped For Traffic K A B C Total 0 0 0 0 0 * South Automobile None Apply � Vehicle Going Straight 0 0 0 0 0 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 9 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Ponce Case# Contributing. Lighting Surface Weather Collision Type Description Factor Condition. Condition Wed Jun-13-12 South Windsor (CT route 0.27 at RYE ST 1877825 201201867 Following Too Daylight Wet 10:59 194) Closely Rain Rear-end Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck Factor 1st/2nd Object Location Injuries * South School Bus None Apply K A B C Total PP Y Vehicle Going Straight South Heavy Vehicle Vehicle Stopped For � Traffic Signal 0 0 0 0 0 Unclassifiable 0 0 0 0 0 Sun Aug-26-12 South Windsor (CT route 0.27 at RYE ST 1890323 201202755 Following Too Daylight Dry No Adverse Rear-end 10:01 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor * K A B C Total South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 South Automobile Vehicle Stopped For 0 Traffic Signal 0 0 0 0 0 Wed Nov-28-12 South Windsor (CT route 0.27 at RYE ST 2020491 201203760 Following Too Daylight Dry 12:19 194) No Adverse Rear-end Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor West Automobile None Apply Vehicle Turning Right from Proper K A B C Total 0 0 0 0 0 Lane * West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Wed Aug-18-10 South Windsor (CT route 0.30 150 feet E of RYE 1706515 201002701 Speed Too Fast For Daylight Dry No Adverse Rear-end 6:57 194) ST Conditions Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st12nd Object Struck Factor 1st/2nd Object Location Injuries West Automobile None Apply � Vehicle Passing Improperly Parked K A B C Total 0 0 0 0 0 Vehicle West Automobile Vehicle Stopped For Stopped Vehicle 0 0 1 0 1 West Automobile Vehicle Stopped For Traffic 0 0 0 0 0 r rr r rr r r r rr r r r rr rr r� rr ri r r rr From 11112010 12:00.00 AM until 1213112012 11:59:59 PM page 10 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description _Factor Condition Condition Fri Jan-15-10 South Windsor (CT route 0.31 100 feet E of DR 1644520 201000165 Failed To Grant Dark-Lighted Dry No Adverse Turning- 16:47 194) TO EXXON GAS Right Of Way Condition Intersecting STATION Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor South Automobile None Apply Vehicle Turning Left From Driveway K A B C Total 0 0 0 0 0 West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Wed Oct-13-10 South Windsor (CT route 0.40 at DR TO 1721826 201003382 Following Too Daylight Dry No Adverse Rear-end 9:38 194) EASTLAND CO Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Truck-Trailer Vehicle Slowing For Vehicle Turning Right from Proper K A B C Total 0 0 0 0 0 Combination Lane West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Tue Jan-12-10 South Windsor (CT route 0.49 200 feet W of 1644530 201000124 Following Too Daylight Dry No Adverse Rear-end 7:38 194) PATRIA RD(CDS) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Single Unit Vehicle Stopped For Other K A B C Total 0 0 0 1 1 Truck 2 Axle 6 Tires West Tractor Semi- None Apply Vehicle Going Straight Trailer 0 0 0 0 0 Tue Sep-25-12 South Windsor (CT route 0.50 150 feet East of 2004831 201203118 Following Too Daylight Dry No Adverse Rear-end 13:47 194) CSO RRX1 Closely Condition LIGHTS&SIGNS Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor East School Bus Vehicle Stopped For Traffic K A B C Total 0 0 0 0 0 ' East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 11112010 12:00:00AM until 1213112012 11:59:59 PM page 11 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition` Condition- Fri Sep-02-11 South Windsor (CT route 0.51 100 feet W of 1793339 201102853 Following Too Daylight Dry No Adverse Rear-end 13:59 194) PATRIA RD(CDS) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 East Automobile Vehicle Stopped For Traffic 0 0 0 0 0 Fri Feb-05-10 South Windsor (CT route 0.54 50 feet E of 1654108 201000410 Following Too Dark-Lighted Dry No Adverse Rear-end 6:27 194) PATRIA RD(CDS) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 East Automobile Vehicle Stopped For Turn Left 0 2 0 1 3 Thu May-06-10 South Windsor (CT route 0.59 600 feet W of 1679692 201001398 Following Too Daylight Dry No Adverse Rear-end 9:23 194) SCHWEIR RD Closely Condition (CDS) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 0 0 * East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 Wed Apr-27-11 South Windsor (CT route 0.60 1 tenths W of 1771524 201101292 Fell Asleep Daylight Dry No Adverse Fixed Object 13:46 194) SCHWEIR RD Condition (CDS) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * East Automobile None Apply Vehicle Going Straight Catch Basin,Manhole/Utility Pole Off Road and Shoulder, 0 0 0 1 1 Left/Off Road and Shoulder,Left = = = = = = = = = = = r M = = M = M From 11112010 12:00.00AM until 1213112012 11:59.59 PM page 12 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Wed Nov-21-12 South Windsor (CT route 0.69 27 feet West of 2020318 201203705 Failed To Grant Daylight Dry No Adverse Turning- 15:37 194) SCHWEIR RD Right Of Way Condition Intersecting (CDS) Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile None Apply Vehicle Going Straight K A B C Total 0 0 0 0 0 South Automobile None Apply Vehicle Turning Left From Driveway 0 0 0 0 0 Mon Jan-11-10 South Windsor (CT route 0.70 at SCHWEIR RD 1645112 201000109 Following Too Daylight Dry No Adverse Rear-end 6:59 194) (CDS) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Vehicle Turning Left from Proper 0 0 0 0 0 Lane West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 ---I Tue Aug-07-12 South Windsor (CT route 0.93 1 tenths East of 1890433 201202509 Improper Lane Dark-Lighted Dry No Adverse Sideswipe- 0:29 194) KENNEDY RD Change Condition Same Direction (DE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile None Apply Vehicle Changing Lane(s)to Left K A B C Total 0 0 0 0 0 West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 J Thu Jan-05-12 South Windsor (CT route 1.03 2 tenths East of 1835462 201200032 Improper Turning Daylight Dry No Adverse Turning-Same 11:16 194) KENNEDY RD Maneuver Condition Direction (DE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile Vehicle Slowing For Turn Left K A B C Total0 0 0 1 1 West Automobile Vehicle Skidded Slowing or Vehicle Turning Left from Proper 0 0 0 0 0 Stopping For Lane From 11112010 12.00:00 AM until 1213112012 11:59:59 PM page 13 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case#- Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Wed Dec-21-11 South Windsor (CT route 1.18 1947 feet West of 1825842 201104123 Speed Too Fast For Daylight Wet Rain Sideswipe- 11:47 194) WEST RD Conditions Same Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total East Automobile Vehicle Stopped For Turn Left 0 0 0 0 0 * East Single Unit Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Truck 2 Axle 4 Stopping For Tires Tue Sep-27-11 South Windsor (CT route 1.23 at GETTY GAS 1793746 201103140 Driver Illness Daylight Dry No Adverse Angle 13:16 194) STA(CL) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Skidded Slowing or Vehicle Going Straight 0 0 0 0 0 Stopping For * North Automobile None Apply Vehicle Going Straight 0 0 0 1 1 Tue Mar-27-12 South Windsor (CT route 1.35 2 tenths W of 1844560 201200964 Following Too Daylight Dry No Adverse Rear-end 16:04 194) WEST RD Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total West Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 0 0 * West Automobile Vehicle Avoiding Stopped Vehicle 0 0 0 0 0 Wed Sep-08-10 South Windsor (CT route 1.43 655 feet W of 1721209 201002969 Following Too Daylight Dry No Adverse Rear-end 14:57 194) WEST RD Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total East Automobile Vehicle Stopped For Turn Left 0 0 0 0 0 * East Automobile None Apply Vehicle Going Straight 0 0 0 1 1 M From 1/1/2010 12:00:00 AM until 12/31/2012 11:59:59 PM page 14 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 Date Town Road accidents Mile Location DOT# Police Case# Contributing Lighting Surface Weather C Description ollision TypeFactor Condition Condition Fri May-13-11 South Windsor (CT route 1.55 at WEST RD 1 1774399 201101498 Failed To Grant Daylight Dry No Adverse Turning- 14:07 194) Right Of Way Condition Opposite Contrib. Direction Veh Type Direction Factor yP Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries East Motorcycle Vehicle Skidded Slowing or Vehicle Turning Left from Proper K A B C Total Stopping For Lane 0 0 0 1 1 West Pedal Cycle None Apply Vehicle Turning Left from Proper Lane 0 0 1 0 1 Fri Jul-01-11 South Windsor (CT route 1.55 at WEST RD 1811281 201102117 Unknown Daylight Dry No Adverse Fixed Object 7:51 194) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor I K A B C Total West Unknown None Apply Y Vehicle Going Straight Curbing/Highway Sign,Post, Off Road and Shoulder, 0 0 0 0 0 Delineator Left i Off Road and Shoulder,Left Fri Jun-22-12 South Windsor (CT route 1.55 at WEST RD 1877872 201201977 Failed To Grant Daylight Dry No Adverse Turning- 10:42 194) Right Of Way Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor North Automobile None Apply K A B C Total pP Y Vehicle Turning Left From Driveway East Automobile None Apply 11011 Vehicle Going Straight 0 0 0 1 1 0 0 0 0 0 Mon Jul-16-12 South Windsor (CT route 1.55 at WEST RD 1880142 201202257 Following Too Daylight Dry No Adverse Rear-end 15:48 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Slowing For Traffic K A B C Total West Automobile Vehicle Skidded Slowing or Vehicle Going Straight 0 0 0 0 0 Stopping For 0 0 0 0 0 From 11112010 12:00.00 AM until 1213112012 11:59:59 PM page 15 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Mon Nov-01-10 South Windsor (CT route 1.68 at TROY RD 1725285 201003551 Following Too Daylight Dry No Adverse Rear-end 9:29 194) 7 Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1sti2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile Vehicle Stopped For Traffic K A B C Total 0 0 0 0 0 * East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 1 1 Stopping For .X.• Sun Dec-19-10 South Windsor (CT route 1.68 at TROY RD 1736331 201004142 Following Too Daylight Dry No Adverse Rear-end 14:21 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1sti2nd Object Struck 1st/2nd Object Location Injuries Factor * West Automobile Vehicle Skidded Slowing or Stopped Vehicle K A B C Total 0 0 0 0 0 Stopping For West Automobile Vehicle Stopped For '", Traffic Signal 0 0 0 0 0 Sat Jan-08-11 South Windsor (CT route 1.68 at TROY RD 1751594 201100075 Violated Traffic Daylight Dry No Adverse Turning- 12:41 194) Control Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor * West Automobile Vehicle Skidded Slowing or Traffic Signal K A B C Total 0 0 0 0 0 Stopping For South Automobile None Apply Vehicle Turning Left from Proper 0 0 0 1 1 Lane Mon Mar-28-11 South Windsor (CT route 1.68 at TROY RD 1761887 201100929 Following Too Daylight Dry No Adverse Rear-end 8:27 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st12nd Object Struck 1st/2nd Object Location Injuries Factor South Automobile Vehicle Stopped For Traffic Signal K A B C Total0 0 0 0 0 * South Automobile None Apply -Au Vehicle Going Straight 0 0 0 0 0 M M M r M M M M M M r M M M r M M From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 16 of 18 Report Generated 9/29/2014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 Date Town Road Mlle Location DOT# Police Case# Contributing Lighting accidents Surface Weather Collision Type Description Factor Condition Condition Tue Sep-06-11 South Windsor (CT route 1.68 at TROY RD 1794965 201102906 Following Too Daylight 18:33 194) Closely Wet Rain Rear-end Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Stopped For Traffic Signal K A B C Total * West Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 0 0 0 0 0 Fri Nov-18-11 South Windsor (CT route 1.68 at TROY RD 1810948 201103718 Following Too Daylight Dry No Adverse Rear-end 15:45 194) Closely Condition Factor Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries * West Automobile K A B C Total None Apply Vehicle Going Straight 0 0 0 0 0 West Automobile None Apply .�- Vehicle Going Straight 0 0 0 0 0 Wed Dec-14-11 South Windsor (CT route 1.68 at TROY RD 1825801 201104039 Following Too Daylight Dry No Adverse 15:03 194) Closely Condition Rear-end Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile Vehicle Skidded Slowing or Vehicle Turning Left from Proper K A B C Total Stopping For Lane 0 0 0 1 1 * East Automobile Vehicle Skidded Slowing or Stopped Vehicle Stopping For 0 0 0 0 0 Tue Jul-10-12 South Windsor (CT route 1.68 at TROY RD 1880265 201202194 Following Too Daylight Dry No Adverse Rear-end 15:05 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic Signal K A B C Total 0 0 0 0 0 * West Single Unit Vehicle Skidded Slowing or Stopped Vehicle Truck 2 Axle 4 Stopping For 0 0 0 0 0 Tires . From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 17 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route# 194 (CT route 194) from 0 to 1.74 Total of 71 accidents Date Town Road Mlle Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor. Condition.:. Condition Mon Nov-12-12 South Windsor (CT route 1.68 at TROY RD 2020254 201203607 Following Too Daylight Dry No Adverse Rear-end 10:54 194) Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic Signal K A B C Total 0 0 0 0 0 West Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 1 1 " West Automobile None Apply Ar Vehicle Going Straight 0 0 0 0 0 Tue Mar-08-11 South Windsor (CT route 1.69 75 feet E of TROY 1765473 201100727 Failed To Grant Daylight Dry No Adverse Turning- 16:56 194) RD Right Of Way Condition Intersecting Paths Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor East Automobile Vehicle Skidded Slowing or Vehicle Turning Left From Driveway K A B C Total 0 0 0 0 0 Stopping For South Automobile None Apply ` Vehicle Turning Left From Driveway 0 0 0 0 0 Wed Jun-08-11 South Windsor (CT route 1.69 40 feet E of TROY 1786062 201101837 Following Too Daylight Dry No Adverse Rear-end 14:05 194) RD Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic K A B C Total 0 0 0 0 0 West Automobile None Apply A' Vehicle Going Straight 0 0 0 1 1 Sat Apr-28-12 South Windsor (CT route 1.69 30 feet East of 1854285 201201311 Following Too Daylight Dry No Adverse Rear-end 11:11 194) TROY RD Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 East Automobile Vehicle Stopped For Vehicle Turning Left from Proper 0 0 0 0 0 Lane From 11112010 12:00:00 AM until 1213112012 11:59.59 PM page 18 of 18 Report Generated 912912014 3:35:55 PM Town of South Windsor Road/Route # 194 (CT route 194) from 0 to 1.74 Total of 71 accidents :Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition Condition Tue May-08-12 South Windsor (CT route 1.69 50 feet E of TROY 1860535 201201433 Following Too Daylight Wet Rain Rear-end 17:33 194) RD Closely Contrib ection -By ype aneuver Prefix; Maneuver Suffix i 1stl2nd Object,Struck 1st/2nd Object Location Injuries FactorK A 8 C Total West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 West Automobile Vehicle Stopped For Traffic 0 0 0 0 0 Fri Mar-23-12 South Windsor (CT route 1.70 100 feet East of 1841787 201200919 Following Too Daylight Dry No Adverse Rear-end 15:46 194) TROY RD Closely Condition Contrib.U ection Ve ypet aneuver Prefix' Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor' K A B C Total East Passenger Van Vehicle Stopped For Turn Left 0 0 0 0 0 East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For Wed Nov-23-11 South Windsor (CT route 1.74 300 feet East of 1820910 201103775 Following Too Daylight Wet Rain Rear-end 8:46 194) TROY RD Closely Contrib`"I ection Veh ype 11Aaneuver Prefii-, {Maneuver Suffix 1stl2nd Object`Struck 1stl2nd Object Location Injuries' Facto�t a�� ' I K A B C Total West Automobile Vehicle Stopped For Traffic 0 0 0 0 0 West Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 0 0 West Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For � . i 4�WN Sf4 To� o-P Sou�i V&U&at 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 °SOR•co� TELEPHONE(860) 644-2511 May 20,2015 James G. Bubaris,P.E. Bubaris Traffic Associates,Inc. PO Box 4250 Yalesville, CT 06492 Dear Mr. Bubaris: RE: SULLIVAN AVE INDUSTRIAL PARK 3 LOT SUBDIVISION The proposed full build-out development parameters are reasonable for the three lot subdivision under current Town regulations. Should the Applicant look to expand the total development of the Park, any such additional development would be subject to compliance with Town regulations and additional Town approvals. If any further information is required,please do not hesitate to contact me. Sincerely, Michele R.Lipe,AICP Director of Planning GERLT LAW, L LC 1 12 DEMING STREET P.O. BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1 132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2565 May 27, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMAIL.COM Ms. Michele Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Scannell Properties#205, LLC-Application#14-58P Sullivan Avenue Industrial Park Subdivision Dear Ms. Lipe: During the process to obtain approval from the Office of State Traffic Administration (OSTA), we have been confronted with a requirement to grant an easement to OSTA along the frontage of the subdivision which will include the multi-modal pathway within its boundaries. OSTA is requiring that Scannell #205 bond the cost of constructing the pathway as part of the bond to OSTA. We have argued the point with them, but their response is to seek a release from the Town's bonding for the pathway. Unless the Town can give us relief from the bonding of the multi-modal pathway, Scannell#205 will be forced to bond that cost twice. Scannell #205 hereby requests that the Planning and Zoning Commission release the bonding requirement for the multi-modal pathway in light of the OSTA requirement to post a bond to cover the same improvement. Thank you for your consideration of this request. Very truly t yne 7- e t _ WCG:mt Cc: Jill Marcott Peter DeMallie Jim Bubaris SOUTH WINDSOR PLANNING DEPT. t STATE OF CONNECTICUT �NlIEC7/C4T DEPARTMENT OF TRANSPORTATION AMSr r°51' 2800 BERLIN TURNPIKE, P.O. BOX 317546 r� op Tv p NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 23,2015 Mr. James C. Carlin Scannell Properties 9205,LLC 800 East 95th.Street, Suite 175 Indianapolis,IN 46240 Dear Mr. Carlino: Subject: Town of South Windsor Sullivan Avenue Industrial Park Enclosed is a copy of Traffic Investigation Report No. 132-1501-01, approved on June 23,2015,detailing conditions for the issuance of a Certificate. In accordance with Section 14-311 of the General Statutes,a building/foundation permit cannot be obtained from the Town until a Certificate is issued. A Certificate will not be issued by this office until: 1. The Traffic'Investigation Report has been recorded on the municipal land records in accordance with Condition No. 17 and this office has been provided with evidence of recording(i.e.,copy of recorded report); and 2. A bond, sufficient to cover the full cost of implementing the required improvements,has been posted with the Department of Transportation District 1 Office(Attn: Ms.Kelli McKeon)at 1107 Cromwell Avenue,Rocky Hill, CT 06067,(860)258-4501, as noted in Condition No.16 and this office has been so notified,in writing,by the District Office. Additionally, an encroachment permit must be obtained from the District Office prior to performing any work within the state highway right-of-way. An encroachment permit will not be issued until the certificate has been issued and filed on the municipal land records in accordance with the attached procedure,the easements noted in Condition Nos.6 and 12 have been granted,and detailed construction plans have been reviewed and approved by the District Office. Enclosed is the Procedure for Transfering Property and/or Easements to the State of Connecticut,to satisfy Condition Nos.6 and 12. The approval will expire on June 23,2018,unless all the requirements are satisfied. Sincerely, David A. Sawicki Executive Director Office of the State Traffic Administration Enclosures Copy to: Sergeant Glenn M. Buonanducci Mr. Christopher Dougan—Please confirm Certificate issuance with OSTA \Xanning and Zoning Mr.James G.Bubaris,P.E.— Was given the certified copy of the report for Piling, instruction for filing, instruction for transferring property and/or easement,and the plans Mr.Lyle Wray An Equal Opportunity Employer Printed on Recycled or Recovered Paper TRA-10REV4115 Report b : Alex Date: 05115 OSTA No: 132-1501-01 P Y Mermelstein STATE OF CONNECTICUT Checked P.onwuazor Date: 05115 DEPARTMENT OF TRANSPORTATION Loc No. by: TRAFFIC INVESTIGATION REPORT TO THE Recommen d by: . � OFFICE OF THE Approved by OSTA :A 3 STATE TRAFFIC ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: t� J Requested by: Bubaris Traffic Assoc. Location: Route 194(135 Sullivan How Requested; Certificate Application Avenue) Date;5/20/15 � IT10dL 1 Executive Director Recommendations: I'sSU In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the Office of the State Traffic Administration (OSTA) issue a certificate to Scannell Properties # 205, LLC for Sullivan Avenue Industrial Park, a 518,870 square-foot gross floor area mixed use development with 264 parking spaces, located at 75, 135, and 175 Sullivan Avenue in the Town of South INTindsor stating that the operation thereof will not imperil the safety of the public based on the following conditions. These conditions are based on and refer to the following plans prepared by Design Professional Inc.: A. "Overall Site Plan (OSTA), Sullivan Avenue Industrial Park Regional Distribution Center," dated January 30,2015 and revised June 18, 2015. B. "Roadway Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet RI-1 and RI-2, dated May 4, 2015 and revised June 18,2015 C. "Sight Distance Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet SD-1, dated June 12, 2015 and revised June 18,2015. 1. That the site driveways on.Route 194 and Route 5 be constructed in substantial conformance with the referenced plans. 2. That Route 194 be overlaid within the limits of the roadway work. The extent of the overlay is to be determined by the Department of Transportation's District 1 Office. 3. That all conflicting pavement markings in the area of roadway work be eradicated to the satisfaction of the Department of Transportation. 4. That all roadway and drainage improvements within the State highway right-of-way be subject to review by the Department of Transportation and all their requirements including those pertaining to maintenance and protection of traffic be satisfied prior to the issuance of a permit for work within the highway right-of-way. Page 1 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 5. That the traffic signal be replaced on Route 194 at Rye Street and the site driveway. 6. That prior to the issuance of an encroachment permit, an easement be granted to the State, at no cost, to place and maintain traffic signal appurtenances on private property at the intersection of Route 194 and Rye Street. Rights of Way File No. 132-000-46. 7. That any cutting, removal, or pruning of trees, shrubbery or vegetation situated partially or wholly within the limits of the State highway right-of-way be in accordance with Department of Transportation's "Office of Maintenance Guidelines for Tree Maintenance and Removal." 8. That intersection sight distances be provided and maintained from the site driveways on Route 194 and Route 5 as shown on the referenced plans. 9. That signs and pavement markings on the site driveways be installed and maintained in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 10. That all pavement markings installed on State roads be of epoxy material, or of a material as directed by the Department of Transportation. 11. That signs and pavement markings on Route 194 and Route 5 be installed in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 12. That prior to the issuance of an encroachment permit, an easement be granted along the site frontage, for highway purposes, to the State, at no cost, as indicated on the referenced plans. Rights of Way File No. 132-000-46. 13. That future internal connections between the site property and adjacent properties be allowed and not precluded subject to agreement between the property owners, and that no future access to the site property from any adjacent properties be established without review and/or approval of the OSTA. 14. That occupancy of the buildings on Lots 2 and 3 be allowed prior to the completion of the westerly site driveway on Route 194 and site driveway onto Route 5. 15. That an encroachment permit be obtained from the Department of Transportation's District 1 Office prior to performing any work within the State highway right-of-way. The permit forms must include the applicable detailed construction plans. 16. That prior to the issuance of a certificate, a bond be posted and maintained in the amount of $815,000 to cover the costs of satisfying the conditions of this report. Upon submission of the final design plans, the dollar amount of this bond may be adjusted either upward or downward during the encroachment permit review process. Page 2 of 4 Sullivan Avenue Industrial Park Route 194 (Sullivan Avenue) Town of South Windsor . 17. That prior to the issuance of a certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the certificate shall be recorded on the land records upon issuance and prior to the issuance of an encroachment permit. 18. That an application for a certificate of occupancy for any portion of this development not be submitted to the Town of South Windsor until all the conditions of this report have been completed or subsequent OSTA approval allows otherwise. 19. That the OSTA reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Mr. James G. Bubaris, P.E., the applicant's authorized representative, concurred with the above recommendations on June 17,2015. Sergeant Glenn M. Buonanducci, representative for the Local Traffic Authority for the Town of South Windsor, concurred with the above recommendations on June 22, 2015. Page 3 of 4 Report of Findings Traffic Investigation Report No. 132-1501-01 Town of South Windsor Sullivan Avenue Industrial Park Description: Sullivan Avenue Industrial Park is a proposed 518,870 square foot mixed-use (warehouse/office) facility with 264 parking spaces, located on the south side of Route 194 (Sullivan Avenue) east of Route 5 (John Fitch Boulevard)in the Town of South Windsor. Access - On Route 194 as follows: • signalized full-access main driveway opposite Rye Street. • right-turn in-and-out west driveway. • right-out only east driveway. A right-turn in-and-out access driveway will also be provided on Route 5. Division of Traffic Engineering Concerns: Route 194 at Rye Street and Site Drive: The applicant proposes to convert the existing painted island on the east leg of Route 194 at its intersection with Rye Street to a left-turn lane onto the site driveway. The Department questioned if this proposal would impact the right-turning capability of the westbound WB-62 design vehicle from Route 194 into Rye Street. A Google image showed a truck utilizing the existing painted island to initiate a right-turn maneuver. The applicant's engineer conducted a truck traffic study which documented the trucks in and out of Rye Street to be WB-50 design vehicle type and not WB-62 design vehicle. The engineer demonstrated that a WB-50 design vehicle would not encroach on the centerline of Rye Street turning from the adjacent lane to the curb. However, it should be noted that any westbound WB-62 design vehicle turning right from Route 194 onto Rye Street would be required to utilize the entire width of Rye Street in order to complete the maneuver since the existing width of the painted island will no longer be available. In a letter dated May 7, 2015, Chief Matthew Reed, the Local Traffic Authority for the Town of South Windsor stated, "We have no issue with the forthcoming loss of the existing median area on the east leg of Sullivan Avenue for the westbound right turn lane. We don't anticipate this change causing any problem as this area has not been the sight of any particular traffic concerns." Route 194 at the easterly Site Drive: The Department commented on the concern with the originally proposed right-turn in-and-out east access site driveway on Route 194 due to the proximity of the railroad tracks. It was determined that this site driveway should be limited to a right-turn out only in order to reduce the possibility of the westbound vehicles stopping to make an illegal left-turn maneuver into the site driveway and potentially creating a queue that could extend to the railroad tracks. Page 4 of 4 S� FgRNtigM q FFRRY NT/c R/�R Mc cRq rN Rog0 N East Windsor Hill `qNF ROE Z s SITE03 o OL �O G.) G 9� O o 0 3�% 00� �P�G�OF o o�.STROP � c Rogo 3 BRICKYARD y POND T.I. 5e0•2e1•e7s5 SULLIVAN AVENUE NOTE: F. "all•zel•67s7 INDUSTRIAL PARK INFORMATION SHOWN ON THIS MAP TAKEN FROM REGIONAL DISTR13UTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil 6 traffic an6tn��r� •�urwyor� 135 SULLIVAN AVENUE TOWN ROAD MAPPING landscape P.O.Box t.1167, •plannar.Conne•cut SOUTH WIINDSO 8. C01iNECTIIC U`II' 425 suaWon Avenue, .Sox �ts�,South 4Ylndeor.Connecticut 06074 NOT TO SCALE STATE OF CONNECTICUT �Nrecrr DEPARTMENT OF TRANSPORTATION 0 F quip AHs,pi���bta�t 2800 BERLIN TURNPIKE, P.O. BOX 317546 NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 26,2015 REC-M 'V_ Mr. James C. Carlino Scannell Properties#205,LLC J U L Q 12015 800 East 95th Street, Suite 175 Indianapolis,IN 46240 SOUTH WINDSOR PLANNING DEPT. Dear Mr. Carlino: Subject: Town of South Windsor Sullivan Avenue Industrial Park We have been advised that a bond has been posted with the Department of Transportation District 1 Office for the above development and a copy of the recorded Traffic Investigation Report has been forwarded to us. In accordance with Condition Nos. 16 and 17 of Traffic Investigation Report No. 132-1501-01,approved on June 23,2015, enclosed is Certificate No. 1890. The Certificate will expire three(3)years from the approval date of the aforementioned report unless all conditions and requirements are complied with within that period or permission is requested and obtained from the Office of the State Traffic Administration(OSTA)to extend the expiration date. An encroachment permit must be obtained from the Department of Transportation District 1 Office at 1107 Cromwell Avenue,Rocky Hill, CT 06067(Attn: Ms.Kelli McKeon at(860)258-4501)prior to performing any work within the state highway right-of-way. An encroachment permit will not be issued until the easements noted in Condition Nos. 6 and 12 have been granted,the Certificate has been filed on the land records to satisfy the remainder of Condition No. 17,the OSTA has been provided with evidence of recording(i.e.,copy of the recorded certificate),and the district office has reviewed and approved detailed construction plans for the work in the state highway right-of-way. Enclosed is a copy of the Procedure for Transferring Property and/or Easements to the State of Connecticut to satisfy Condition Nos: 6 and 12. Considering the above,this office has no objection to the issuance of building or foundation permits related to the development. However, operation of any portion of the facility is prohibited until all conditions of the Certificate have been satisfied,unless permission to do so has been granted by the OSTA. The OSTA will consider a request for a partial opening of the development without full compliance with the certificate requirements only if the request and supporting data are received 60 days prior to the anticipated partial opening date. Sincerely, �M V ' 1 ��r6avid A. Sawicki Executive Director Office of the State Traffic Administration Enclosures Copy to: Sergeant Glenn M.Buonanducci Mr. Christopher Dougan— See Paragraph 3. Please confirm completion of certificate requirements prior to the issuance of any certificates of occupancy by calling the OSTA at(860)594-3020. %lanning and Zoning Mr.James G.Bubaris,P.E.—Was given the certificate,report, and instructions for filing Mr.Lyle Wray An Equal Opportunity Employer Printed on Recycled or Recovered Paper STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION sF 2800 BERLIN TURNPIKE, P.O. BOX 317546 `'yr NEWINGTON, CONNECTICUT 06131-7546 Phone: (860) 594-3020 CERTIFICATE NO. 1890 OSTA NO.: 132-1501-01 APPROVED: June 23,2015 EXPIRES: . June 23,2018 ISSUED TO: Scannell Properties#205, LLC 800 East 95th Street, Suite 175 Indianapolis, IN 46240 FOR: Sullivan Avenue Industrial Park 135 Sullivan Avenue Town of South Windsor Pursuant to Section 14-311 of the General Statutes of Connecticut, as revised, and the Regulations of the Office of the State Traffic Administration The property owner(s) and such owner's/owners' heirs, successors in interest or assigns are hereby ordered to comply with the conditions and requirements as set forth in the attached report(s) and plan(s), which are incorporated herein. Failure to comply with all conditions and requirements will constitute sufficient basis for revocation of the Certificate. OPERATION OF THE DEVELOPMENT OR ANY PORTION THEREOF SHALL NOT BE ALLOWED UNTIL SUCH TIME AS THE PROPERTY OWNER(S) AND SUCH OWNER'S/OWNERS' HEIRS, SUCCESSORS IN INTEREST OR ASSIGNS HAS/HAVE COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE OFFICE OF THE STATE TRAFFIC ADMINISTRATION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE WILL EXPIRE THREE (3) YEARS FROM THE APPROVAL DATE OF THE ATTACHED REPORT UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE OFFICE OF THE STATE TRAFFIC ADMINISTRATION TO EXTEND THE EXPIRATION DATE. Upon due notice from this office,this Certificate may be reviewed and modified or revoked in the interest of public safety. V"L Date: b ' DaNj A. Sawicki Executive Director Office of the State Traffic Administration An Equal Opportunity Employer Printed on Recycled or Recovered Paper TR4-10REV4115 Report b : Alex Date: 05/15 OSTA No: 132-1501-01 p Y Mermelstein STATE OF CONNECTICUT Checked P.onwuazor Date: 05/15 DEPARTMENT OF TRANSPORTATION Loc No. by: TRAFFIC INVESTIGATION REPORT TO THE Recommen .d by: OFFICE OF THE Approved by OSTA _A 3 STATE TRAFFIC ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: E� Requested by: Bubaris Traffic Assoc. Location: Route 194(135 Sullivan How Requested: Certificate Application Avenue) Date:5120/15 Executive Director Recommendations: In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the Office of the State Traffic Administration (OSTA) issue a certificate to Scannell Properties # 205, LLC for Sullivan Avenue Industrial Park, a 518,870 square-foot gross floor area mixed use development with 264 parking spaces, located at 75, 135, and 175 Sullivan Avenue in the Town of South Windsor stating that the operation thereof will not imperil the safety of the public based on the following conditions. These conditions are based on and refer to the following plans prepared by Design Professional Inc.: A. "Overall Site Plan (OSTA), Sullivan Avenue Industrial Park Regional Distribution Center," dated January 30,2015 and revised June 18, 2015. B. "Roadway Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet RI-1 and RI-2, dated May 4, 2015 and revised June 18, 2015 C. "Sight Distance Plan, Sullivan Avenue Industrial Park Regional Distribution Center," Sheet SD-1, dated June 12, 2015 and revised June 18, 2015. 1. That the site driveways on Route 194 and Route 5 be constructed in substantial conformance with the referenced plans. 2. That Route 194 be overlaid within the limits of the roadway work. The extent of the overlay is to be determined by the Department of Transportation's District 1 Office. 3. That all conflicting pavement markings in the area of roadway work be eradicated to the satisfaction of the Department of Transportation. 4. That all roadway and drainage improvements within the State highway right-of-way be subject to review by the Department of Transportation and all their requirements including those pertaining to maintenance and protection of traffic be satisfied prior to the issuance of a permit for work within the highway right-of-way. Page 1 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 5. That the traffic signal be replaced on Route 194 at Rye Street and the site driveway. 6. That prior to the issuance of an encroachment permit, an easement be granted to the State, at no cost, to place and maintain traffic signal appurtenances on private property at the intersection of Route 194 and Rye Street. Rights of Way File No. 132-000-46. 7. That any cutting, removal, or pruning of trees, shrubbery or vegetation situated partially or wholly within the limits of the State highway right-of-way be in accordance with Department of Transportation's "Office of Maintenance Guidelines for Tree Maintenance and Removal." 8. That intersection sight distances be provided and maintained from the site driveways on Route 194 and Route 5 as shown on the referenced plans. 9. That signs and pavement markings on the site driveways be installed and maintained in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 10. That all pavement markings installed on State roads be of epoxy material, or of a material as directed by the Department of Transportation. 11. That signs and pavement markings on Route 194 and Route 5 be installed in substantial conformance with the referenced plans, and in accordance with the "Manual on Uniform Traffic Control Devices,"latest edition. 12. That prior to the issuance of an encroachment permit, an easement be granted along the site frontage, for highway purposes, to the State, at no cost, as indicated on the referenced plans. Rights of Way File No. 132-000-46. 13. That future internal connections between the site property and adjacent properties be allowed and not precluded subject to agreement between the property owners, and that no future access to the site property from any adjacent properties be established without review and/or approval of the OSTA. 14. That occupancy of the buildings on Lots 2 and 3 be allowed prior to the completion of the westerly site driveway on Route 194 and site driveway onto Route 5. 15. That an encroachment permit be obtained from the Department of Transportation's District 1 Office prior to performing any work within the State highway right-of-way. The permit forms must include the applicable detailed construction plans. 16. That prior to the issuance of a certificate, a bond be posted and maintained in the amount of $815,000 to cover the costs of satisfying the conditions of this report. Upon submission of the final design plans, the dollar amount of this bond may be adjusted either upward or downward during the encroachment permit review process. Page 2 of 4 Sullivan Avenue Industrial Park Route 194(Sullivan Avenue) Town of South Windsor 17. That prior to the issuance of a certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the certificate shall be recorded on the land records upon issuance and prior to the issuance of an encroachment permit. 18. That an application for a certificate of occupancy for any portion of this development not be submitted to the Town of South Windsor until all the conditions of this report have been completed or subsequent OSTA approval allows otherwise. 19. That the OSTA reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. Mr. James G. Bubaris, P.E., the applicant's authorized representative, concurred with the above recommendations on June 17,2015. Sergeant Glenn M. Buonanducci, representative for the Local Traffic Authority for the Town of South Windsor, concurred with the above recommendations on June 22,2015. Page 3 of 4 Report of Findings Traffic Investigation Report No. 132-1501-01 Town of South Windsor Sullivan Avenue Industrial Park Description: Sullivan Avenue Industrial Park is a proposed 518,870 square foot mixed-use (warehouse/office) facility with 264 parking spaces, located on the south side of Route 194 (Sullivan Avenue) east of Route 5 (John Fitch Boulevard)in the Town of South Windsor. Access-On Route 194 as follows: • signalized full-access main driveway opposite Rye Street. • right-turn in-and-out west driveway. • right-out only east driveway. A right-turn in-and-out access driveway will also be provided on Route 5. Division of Traffic Engineering Concerns: Route 194 at Rye Street and Site Drive: The applicant proposes to convert the existing painted island on the east leg of Route 194 at its intersection with Rye Street to a left-turn lane onto the site driveway. The Department questioned if this proposal would impact the right-turning capability of the westbound WB-62 design vehicle from Route 194 into Rye Street. A Google image showed a truck utilizing the existing painted island to initiate a right-turn maneuver. The applicant's engineer conducted a truck traffic study which documented the trucks in and out of Rye Street to be WB-50 design vehicle type and not WB-62 design vehicle. The engineer demonstrated that a WB-50 design vehicle would not encroach on the centerline of Rye Street turning from the adjacent lane to the curb. However, it should be noted that any westbound WB-62 design vehicle turning right from Route 194 onto Rye Street would be required to utilize the entire width of Rye Street in order to complete the maneuver since the existing width of the painted island will no longer be available. In a letter dated May 7, 2015, Chief Matthew Reed, the Local Traffic Authority for the Town of South Windsor stated, "We have no issue with the forthcoming loss of the existing median area on the east leg of Sullivan Avenue for the westbound right turn lane. We don't anticipate this change causing any problem as this area has not been the sight of any particular traffic concerns." Route 194 at the easterly Site Drive: The Department commented on the concern with the originally proposed right-turn in-and-out east access site driveway on Route 194 due to the proximity of the railroad tracks. It was determined that this site driveway should be limited to a right-turn out only in order to reduce the possibility of the westbound vehicles stopping to make an illegal left-turn maneuver into the site driveway and potentially creating a queue that could extend to the railroad tracks. Page 4 of 4 SCqN FgRNHq,y FFRRY �c MG GRq Ty Rogo N East Windsor <qNF Hill 11 y 51RE�� U N, ROE Z SITE a pp� OL q0 BRICKYARD POND h To. 880.281.8755 SULLIVAN AVENUE NOTE: esig n Folx 880-291-8757 INDUSTRIAL PART( INFORMATION SHOWN ON THIS MAP TAKEN FROM � lonals REGIONAL DISTR®UTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil a traffic engineers.surveyors 135 SULLIVAN AVENUE TOWN ROAD MAPPING landscape P.O. Box 1167, •planners ogle•cut SOUTH W INDSOR �CONN ECTII�CUT 425 salnwn Avenue. . ee. >>e�,South Windeor,Connac8eut 06074 NOT T0 SCALE GF,RLT 1LAw, ]LILC 112 DEMING STREET P.O. BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2585 August 13, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMAIL.COM Ms. Michele Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Scannell Properties#205, LLC Dear Michele: During a recent conference with the staff of the Department of Environmental Protection, I was informed that the state's previously required 10' easement along Sullivan Avenue must now be 20' in width. While my client is willing to comply with this request, I want to make sure this doesn't cause problems for the town. Please call me to discuss this matter. I hope you had a wonderful vacation. Thank you. Very truly yours',,/ V ,yne C. erlt WCG:mt GERLT 1LAw, LILC 112 DEMING STREET P.O. BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1 132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2565 June 25, 2015 FAX(860)644-2567 E-MAIL:WCGESQ@GMAIL.COM Ms. Michele Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Scannell Properties#205, LLC Declaration and Grant of Permanent Driveway Easement Dear Michele: It appears I may have neglected to deliver this original Declaration and Grant of Permanent Driveway Easement to you. The easement is fully executed by my client but requires the filling in of some blanks and completion of the descriptions once the final maps are issued by DPI. I have also enclosed a copy of that easement and highlighted some of the provisions which related to the abutters. If you have any questions,please don't hesitate to contact me. Thank you. Very true rs, ,--Way Gerlt WCG:mt Enclosures DECLARATION AND GRANT OF PERMANENT DRIVEWAY EASEMENT THIS DECLARATION AND GRANT OF PERMANENT DRIVEWAY EASEMENT ("Declaration") is made this day of , 2015 by SCANNELL PROPERTIES #205, LLC (hereinafter "Scannell"), an Ind aI na Limited Liability Company having_an office at 800 East 96th Street, Suite 175, Indianapolis, Indiana 46240. WHEREAS, Scannell is the owner of real property located at 89-211 Sullivan Avenue, South Windsor, Connecticut, commonly known as the Sullivan Avenue Industrial Park, which contains three (3) lots, and which is more particularly described in Exhibit A attached hereto and made a part hereof("Park"); WHEREAS, the Sullivan Avenue Industrial Park is shown upon a plan entitled: "SULLIVAN AVENUE INDUSTRIAL PARK 89, 135, R004, 175 & 211 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT By DESIGN PROFESSIONALS CIVIL & TRAFFIC ENGINEERS/PLANNERS/GIS ANALYSTS/LANDSCAPE ARCHITECTS SHEET S-1 Scale 1"= 100' WITH REVISIONS" ("Plan"); and WHEREAS, Scannell desires to establish a mutual cross driveway easement on the terms and conditions set forth in this Declaration ("Mutual Driveway Easement") for the benefit of the properties within the Park ("Lot Owners") and the properties immediately to the East and West of the Park, including Parcel A as depicted on the Plan and 233 and 239 Sullivan Avenue (`Benefitted Users") to allow vehicles and pedestrians to have free and unobstructed access, ingress and egress to and from Sullivan Avenue, a public roadway, across the paved entrances, exits and driveways as may exist from time to time within the Park, with such area more particularly described in Exhibit B attached hereto and made a part hereof("Easement Area"). NOW, THEREFORE, in consideration of the mutual promises and agreements contained herein, the Lot Owners agree to the following and the Benefitted Users agree "to be bound by the covenants and obligations set forth herein immediately upon making use of the Mutual Driveway Easement. 1. GRANT OF MUTUAL DRIVEWAY EASEMENT Scannell hereby grants, to the extent described herein, to the Lot Owners and the Benefitted Users, their successors and assigns, a permanent, non-exclusive easement and right of way, in common with others entitled hereunder to use the same, over and upon the Easement Area. The Lot Owners and Benefitted Users are collectively referred to herein as "the Parties"or individually as a"Party." I1. USE OF EASEMENT The Mutual Driveway Easement may be used only to pass and repass on, over and through the Park by foot, vehicle or other mode of transportation to and from Sullivan Avenue. The easement granted herein shall be extended to customers, tenants, subtenants, business invitees and other persons insofar as their activities relate to the development, use and occupancy of the property owned by either a Lot Owner or a Benefitted User; provided, however, that the use of the Mutual Driveway Easement by a Benefitted User and its customers, tenants, subtenants, and business invitees is limited as set forth below in Section IV hereof. No structures shall be erected on the Mutual Driveway Easement nor shall any large trees be planted or grown, or any other obstruction allowed which would prevent the use of the Mutual Driveway Easement. Declarant reserves to each Lot Owner and their heirs, successors and assigns, forever, for the benefit of their respective lands, the right to make any and all use of the subsurface, surface and air space over, above, upon and beneath the aforesaid easement areas, for any and all purposes in their sole discretion, provided, however, that such usage shall not prevent, hinder or otherwise interfere with the reasonable use thereof by any other Party and the other permitted users thereof as herein provided. III. CONSTRUCTION,MAINTENANCE AND REPAIR OF EASEMENT AREA Scannell shall provide the initial construction of the entrances, exits and driveways for the Mutual Driveway Easement, and the maintenance and repair of the Easement Area shall be paid for as a "shared expense" as provided in that certain Declaration of Easements, Protective Covenants and Restrictions, recorded in the South Windsor Land Records on , 2015 as No. ("Park Declaration"). It is expressly understood and agreed that Scannell, the Lot Owners and the Benefitted Users do not assume any liability for the negligent acts of any other party, its agents, servants, successors and assigns, as it relates to construction, operation, use and/or maintenance of the Mutual Driveway Easement. Any party found responsible for any property damage or bodily injury by any court of competent jurisdiction shall indemnify, protect and hold harmless the other from and against all losses, damages, injuries, claims, demands and expenses, including legal expenses of whatsoever nature. The indemnities and assumptions of liabilities and obligations herein provided shall continue in full force and effect for occurrences and/or claims during the term of this Declaration notwithstanding termination hereof, whether by expiration of time, operation of law or otherwise. Prior to use of the Mutual Driveway Easement, each Benefitted User shall sign a copy of this Declaration and return it to Scannell or its designee. Each Benefitted User's use of the Mutual Driveway Easement shall be limited to the shortest distance to permit its access to and from Sullivan Avenue. IV. BENEFITTED USERS 2 The Mutual Driveway Easement described herein is granted by Scannell only to, and for the benefit of the Benefitted Users, whose property abuts the Park and not for the benefit of any other property,provided that the use of the Mutual Driveway Easement shall: a. Be specifically required by the Town of South Windsor, Connecticut, in connection with the future development of the Easterly or Westerly abutting property pursuant to a site plan as approved by the Town of South Windsor, Connecticut (and not merely requested by the owner of the property) and the connection point to Scannell's property must be specifically delineated on the approved site plan as being the same area shown upon the Plan; b. Require that the Benefited Users shall each be responsible for all costs and expenses related to the preparation of their respective site plan and all costs associated with the Easement Area and the improvements contemplated or permitted under this agreement; C. Require that any improvements in the Easement Area must be approved by Scannell, its designee or assignee,and which approval shall not be unreasonably withheld; d. Be for ingress and egress only, over and across the Easement Area as shown upon the Plan; e. Be approved in form and content by the Town of South Windsor, Connecticut, Scannell, its successors and assigns, and each Benefited User; f. Not diminish the value and use of Scannell's property as an upscale industrial subdivision; g. Not provide any Benefited User any rights to install or maintain utilities on Scannell's property; h. Prohibit the Benefited Users, their occupants, tenants, or agents from draining, shifting or piling snow on to Scannell's property, including without limitation sheet draining over the easement area, it being specifically understood that any and all future site development of the Benefited Users' property shall not be permitted to drain onto Scannell's property and the abutting properties' site plans shall be so designed and approved by Scannell; i. Require that the driveway and appurtenant facilities to be constructed by the Benefited User over the Easement Area on Scannell's property be constructed and thereafter maintained by the Benefited User consistent in design, construction, base, surface, appearance, striping and quality as the pavement and landscaping on Scannell's property; j. The Benefited Users shall pay their proportionate share of the costs and expenses of maintaining the driveway upon Scannell's property as determined by Scannell or its designee, successors or assigns using the formula for shared expenses set forth in the Park Declaration described above, adjusted to add the additional user of a portion of the Easement Area;and 3 k. Provide that the Benefited User is subject to the Insurance and Default Provisions of Sections 8 and 9 of the Park Declaration described above. V. PERMANENT EASEMENT The Mutual Driveway Easement created herein shall be a permanent and perpetual easement, and shall be binding upon and inure to the benefit of the Parties and their respective heirs, successors and assigns. VI. MISCELLANEOUS Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Easement Area or of any lot within the Park or portion thereof to the general public, or for any public use or purpose whatsoever. Except as herein specifically provided, no right,privileges or immunities of any party hereto shall inure to the benefit of any third-party, nor shall any third- party be deemed to be a beneficiary of any of the provisions contained herein. Each Party hereto agrees, from time to time, upon the request of another (but not more than twice in any calendar year)to deliver an estoppel certificate to the other confirming that this instrument remains in full force and effect, that there are no defaults hereunder and indicating that there are no sums due to any other party (or stating otherwise, including setting forth the details of the contrary information). [Signature page follows.] 1 i 4 IN WITNESS WHEREOF, the Scannell has executed this Declaration and Grant of Permanent Driveway Easement as of this OJ\A day of t 1 ,2015. Signed, Sealed and Delivered GRANTOR in the Presence of: SCANNELL PROPERTIES #205,LLC �� James . Canino,Manager STATE OF INDIANA ) ss: COUNTY OF HAMILTON ) On this V-4 day of Ifl 2015, before me, the undersigned officer, personally appeared James C. Carlin, who acknowledged himself to be the Manager of Scannell Properties #205, LLC, a limited liability company, and that he, as such Manager,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the limited liability company by himself as Manager, as his free act and deed and as the free act and deed of such limited liability company. My County of Residence: tary Public My Commission Expires: .���luuulH'�sr �A>>N ��1.►E G,�pAp'°��,,��i Printed A7 ••• Miss�oa''•: . 20,,,E �•, zOO TAA NO '*s � VS�4l. 5 Exhibit A Legal Description of Park The Sullivan Avenue Industrial Park, which contains three (3) lots, and which is more particularly described on a map or plan entitled: SULLIVAN AVENUE INDUSTRIAL PARK 89, 135, R004, 175 & 211 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT By DESIGN PROFESSIONALS CIVIL & TRAFFIC ENTINEERS/PLANNERS/GIS ANALYSTS/LANDSCAPE ARCHITECTS SHEET S-1 Scale 1"= 100' WITH REVISIONS through 7/28/15". 6 EXHIBIT B PAGE ACCESS EASEMENT IN FAVOR OF LOTS 1 3,233 AND 239 SULLIVAN AVENUE Beginning at a point on the southerly right-of-way line of Sullivan Avenue, said point being S68°19'32"E and 215.74 feet from a C.H.D.monument on the southerly street line of Sullivan Avenue; Thence on a curve to the left through Lot#2 having a radius of 426.32 feet, a delta of 4°18'03", and an arc length of 32.00 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 40.63 feet,a delta of 66'16'59",and an arc length of 47.00 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 53.06 feet,a delta of 92°28'49", and an arc length of 85.64 feet to a point; Thence S21°06'03"W along the westerly property line of Lot#3, a distance of 36.00 feet to a point; Thence N66°37'04"W through Lot#2, a distance of 153.43 feet to a point; Thence on a curve to the right through Lot#2 having a radius of 129.91 feet,a delta 25046'12", and an arc length of 58.43 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 100.00 feet, a delta 28002'03",and an arc length of 48.93 feet to a point; Thence N68°53'57"W through Lot#2, a distance of 500.08 feet to a point; Thence on a curve on the left through Lot#2 having a radius of 100.00 feet, a delta 24'41'15", and an arc length of 43.09 feet to a point; Thence N21°06'03"E along the easterly property line of Lot#1, a distance of 39.14 feet to a point; Thence S68°53'57"E through Lot#2, a distance of 541.85 feet to a point; Thence on a curve to the right through Lot#2 having a radius of 130.00 feet, a delta 19°42'57", and an arc length of 44.73 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 100.00 feet,a delta 19°42'57",and an arc length of 34.41 feet to a point; Thence S68°53'57"E through Lot#2,a distance of 28.41 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 50.00 feet, a delta 44°35'26", and an arc length of 38.91 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 25.55 feet, a delta 49°50'25", and an arc length of 22.22 feet to a point; Thence on a curve to the left through Lot#2 having a radius of 60.00 feet,a delta 65'13'23",and an arc length of 68.30 feet to a point; EXHIBIT B PAGE 2 Thence S68°19'32"E along the southerly right-of-way line of Sullivan Avenue,a distance of 142.54 feet to the point and place of beginning; Access Easement contains 33,195 sq. ft. or 0.762 acres. EXHIBIT B PAGE ACCESS EASEMENT IN FAVOR OF LOTS 233 AND 239 SULLIVAN AVENUE EASEMENT PLAN LOT 3, SCANNELL PROPERTIES#205,LLC 175 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET V-1 SCALE: 1"=60' DATE: 07-31-15 PREPARED BY DESIGN PROFESSIONALS, INC. Beginning at a point on the westerly property line of now or formerly Edward J.Neyra, said point being 44.67 feet northeasterly from a monument on the westerly property line of now or formerly Edward J.Neyra; Thence N68°53'48"W through Lot#3 a distance of 199.26 feet to a point; Thence on a curve to the left through Lot#3 having a radius of 50.00 feet, a delta of 66°13'00",and an arc length of 57.78 feet to a point; Thence S68057'00"E through Lot#3 a distance of 177.30 feet to a point on the westerly property line of land now or formerly Edward J.Neyra; Thence on a curve to the left along the westerly property line of land now or formerly Edward J. Neyra,having a radius of 1,441.63 feet,a delta of 1'31'18",and an arc length of 38.29 feet to the point and place of beginning. Access Easement contains 5,326 sq. ft. or 0.122 acres. EXHIBIT B PAGE ACCESS EASEMENT IN FAVOR OF LOTS 1 2,233 AND 239 SULLIVAN AVENUE EASEMENT PLAN LOT 3, SCANNELL PROPERTIES #205, LLC 175 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET V-1 SCALE: 1"=60' DATE: 07-31-15 PREPARED BY DESIGN PROFESSIONALS, INC. Beginning at a point on the southerly right-of-way line of Sullivan Avenue, said point being N68°19'50"W and 149.95 feet from a point at the northwesterly corner of now or formerly Gerald F. &Mary Jean; Thence on a curve to the left through Lot#3 having a radius of 75.00 feet, a delta of 17°34'30", and an arc length of 23.01 feet to a point; Thence S65°57'32"W through Lot#3 a distance of 33.16 feet to a point; Thence on a curve to the left through Lot#3 having a radius of 75.00 feet,a delta of 25'11'12",and an arc length of 32.97 feet to a point; Thence on a curve to the right through Lot#3 having a radius of 50.00 feet, a delta of 7099'57", and an arc length of 61.38 feet to a point; Thence N68°53'47"W through Lot 43 a distance of 270.00 feet to a point; Thence on a curve to the left through Lot 43 having a radius of 55.64 feet, a delta of 76026'04", and an arc length of 74.23 feet to a point; Thence N69024'01"W through Lot#3 a distance of 58.28 feet to a point; Thence on a curve to the left through Lot#3 having a radius of 15.00 feet, a delta of 70°16'47", and an are length of 18.40 feet to a point; Thence N68°53'57"W through Lot#3 a distance of 14.16 feet to a point on the easterly property line of Lot#2; Thence N21°06'03"E along the easterly property line of Lot#2 a distance of 36.00 feet to a point; Thence S68°53'57"through Lot#3 a distance of 36.91 feet to a point; Thence on a curve to the left though Lot#3 having a radius of 100.00 feet,a delta of 28°02'29", and an arc length of 48.94 feet to a point; Thence on a curve to the right through Lot#3 having a radius of 130.00 feet,a delta of 28002'2911 , and an arc length of 63.62 feet to a point; Thence S68053'43"E through Lot#3 a distance of 355.19 feet to a point; Thence on a curve to the left through Lot#3 having a radius of 75.00 feet, a delta of 45008'45", and an arc length 59.10 feet to a point; Thence N65°57'32"E through Lot#3 a distance of 65.05 feet to a point on the southerly right-of-way line of Sullivan Avenue (Route 194); After recording return to: Exhibit B.Page 6 ACCESS EASEMENT IN FAVOR OF LOTS 2 AND 3 OF THE SULLIVAN AVENUE INDUSTRIAL PARK AND 233 AND 239 SULLIVAN AVENUE ACROSS LOT OF THE SULLIVAN AVENUE INDUSTRIAL PARK An undefined 24' wide Access Easement is hereby granted to Lots 2 and 3 of the Sullivan Avenue Industrial Park as shown upon the Subdivision Plan entitled "SULLIVAN AVENUE INDUSTRIAL PARK 89, 135, R004, 175 & 211 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT By DESIGN PROFESSIONALS CIVIL & TRAFFIC ENGINEERS/PLANNERS/GIS ANALYSTS/LANDSCAPE ARCHITECTS SHEET S-1 Scale 1" = 100' WITH REVISIONS" ("PLAN"); and to 59 Sullivan Avenue shown on the plan as Parcel A to cross and re-cross Lot 1 as shown on said plan with a proposed Access Easement area to be determined once actual development is proposed on Lot 1. GERLT LAW, ILILC 112 DEMING STREET P.O. BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1 132 WAYNE CHRISTOPHER GERLT TEL. (860)644-2565 April 30, 2015 FAX(860)644-2567 E-MAIL:WCGESQCGMAIL.COM Ms. Michele Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Scannell Properties#205, LLC South Windsor Industrial Park Dear Michele: Enclosed you will find 3 partially executed counterparts of the following easements. 1. Street Tree and Multi-Modal Pathway Easement. 2. Street Tree Easement. 3. Conservation Easement Agreement. 4. Sewer Line Inspection Easement. As we have discussed, please hold these as if in escrow and do not record them until we are able to finalize the plans incorporating the changes required by OSTA and a 10' easement to the State of Connecticut coexistent with the easements to the Town of South Windsor and modify the descriptions appended to the various easement documents. Once the new descriptions are available, I will attach them to the easements in your possession so that they will be ready for final execution and recording. If. you have any questions concerning this matter, please don't hesitate to contact me. Thank you. Very true rs/ WCG:mt Enclosures Cc: Jill Marcotte Peter DeMallie Page 1 of 1 Zarambo, Lauren L. From: Lipe, Michele Sent: Tuesday, February 14, 2017 11:35 AM To: Zarambo, Lauren L. Subject: FW: Scannell Properties-Change of Address Please update the Scannell files. Thanks, Michele Michele R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 From: Don Tuttle [mailto:dont@scannellproperties.com] Sent: Tuesday, February 14, 2017 11:11 AM To: Lipe, Michele; McKeon, Kelli; 'Jim Bubaris'; Blaylock, Drew; 'Glunt, Matthew'; Ben Wheeler; 'Peter DeMallie'; Andy Krar Cc: Don Tuttle Subject: Scannell Properties- Change of Address Scannell Properties 8801 River Crossing Blvd., Suite 300 Indianapolis, Indiana 46240 (317) 218-1662 (office) Cheryls@scannellproperties.com We've Moved-please note the new address listed above/ Please make note of this change in your records! Don Tuttle-LEED AP, BD+C VP Project Management Scannell Properties 816-251-4530 Kansas City Office 816-935-2390 Cell Phone SC NNEL *ft1V0 2/14/2017 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 j PHONE: 860.291.8755 Sam FAX:960.291.8757 www.deslgnprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/SURVEI ORS /GIS ANALYSTS / LANDSCAPE ARCHITECTS • Samng C0nn66t1C4t, Missa husetts. E Rhode Island • • : March 28,2017 Revised: 3/28/2017 Ms.Michele Lipe,AICP : Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 j Re: Property Monumentation DPI Project.: 3496 Sullivan Avenue, (Lot 1,2&3) Sullivan Avenue Industrial Park South Windsor, Connecticut Dear Ms. Lipe: Design Professionals,Inc. has set all of the iron pi for Lots#1,2&3, as depicted on a plan entitled: "Subdivision Plan Sullivan Avenue Industrial Park, 89, 135,R004&211 Sullivan • Avenue, South Windsor, Connecticut Date: 12/01/ 4 Revised to:2/24/15 Scale 1"=100' Design Professionals,Inc.". e • We also set the two proposed iron pins at the southeasterly comer of Sullivan Avenue and Route 5. Let me know if you need any additional information regarding this matter. s i Sincerely; • • • i • • • • • Lawrence R. Geissler,Jr,L.S. LS#12327 i • . i • G:Uobs0496.Lot1 kDocsVGorrespondencet3496 Revised Monumentation Letter 2017-!3-28.doc . LETTER OF TRANSMITTAL OR-COS - PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 {860) 644-2511 FAX (860) 644-7280 Date: 6 WE ARE SENDING YOU: Copies Date _,6ppl No. Description r THESE ARE TRANSMITTED AS CHECKED BELOW: XFor your use For your file As requested Returned with revisions For review and comment Other COMMENTS: From: Title: cc: r PROJECT: Sullivan Avenue Industrial Park TOWN OF SOUTH WINDSOR STREET: 89.135. R004. 175. &211 Sullivan Avenue BOND ESTIMATE FORM P&Z ID: 14-58P 2007 CALENDAR YEAR ENGINEER: Andrew Krar. PE DATE: 3/10/2015 reduction No. 1 -2/12/2018 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 1 CLEARING &GRUBBING LS STRIP & STOCKPILE 2 TOPSOIL CY 5.00 EARTH EXCAVATION (EXCLUDING ROADWAY 3 &TRENCH CY 14.00 ROADWAY 4 EXCAVATION CY 14.00 EARTH TRENCH EXC. 5 (0 -4ft) CY 10.00 EARTH TRENCH EXC. 6 (0 -1 Oft) CY 14.00 EARCH TRENCH EXC. 7 (0 - 15ft) CY 25.00 EARTH TRENCH EXC. 8 (0 -20ft) CY 45.00 9 ROADWAY EXC. (ROCK) CY 65.00 ROCK TRENCH EXC. 10 (0 -4ft) CY 100.00 ROCK TRENCH EXC. 11 (0 - 1 Oft) CY 125.00 ROCK TRENCH EXC. 12 (0 - 15ft) CY 140.00 ROCK TRENCH EXC. 13 (0 -20ft) CY 150,00 FORMATION OF 14 SUBGRADE SY 2.00 15 SUBBASE GRAVEL CY 25.00 PROCESSED 16 AGGREGATE TONS 27.00 17 COMMON BORROW CY 21.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Pagel WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 18 GRAVEL BORROW CY 22.00 BIT. 19 CONCRETE (CLASS 1) TONS 78.00 BIT. 20 CONCRETE (CLASS II) TONS 75.00 6"ASPHALT LIP 21 CURBING LF 4.00 ROAD WIDENING 22 COMPLETE SY 60.00 CONC. SIDEWALK 4' 23 WIDE LF 1 45.00 STORM DRAINAGE SYSTEM COMPONENTS 60" RCP CLASS IV IN 24 PLACE LF 120.00 54" RCP CLASS IV IN 25 PLACE LF 100.00 48" RCP CLASS IV IN 26 PLACE LF 100.00 42" RCP CLASS IV IN 27 PLACE LF 85.00 36" RCP CLASS IV IN 28 PLACE LF 76.00 130" RCP CLASS IV IN 29 PLACE LF 62.00 124" RCP CLASS IV IN 30 PLACE LF 58.00 118" RCP CLASS IV IN 31 PLACE LF 48.00 15" RCP CLASS IV IN 32 PLACE --45.00 POLYETHYLENE PIPE 33 8"ADS-N-12 OR EQUAL 25.00 34 10"ADS-N-12 OR EQUAL 30.00 35 12"ADS-N-12 OR EQUAL 35.00 36 15"ADS-N-12 OR EQUAL 40.00 37 18"ADS-N-12 OR EQUAL 45.00 38 TOTAL -T i 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 UNDERDRAINS 40 6" PVC SDS 35 IN PLACE LF 30.00 41 8" PVC SDR 35 IN PLACE LF 32.00 RIPRAP 42 MODIFIED RIPRAP CY 77.00 43 INTERMEDIATE RIPRAP CY 79.00 44 STANDARD RIPRAP CY 97.00 DRAINAGE STRUCTURES 45 TYPE "C" CATCH BASIN EA 3,000.00 TYPE "C" DOUBLE 46 GRATE EA 4,000.00 TYPE "C-L" CATCH 471 BASIN EA 3,000.00 48 MANHOLE EA 3,000.00 MANHOLE W/DROP 49 INLET EA 5,000.00 MANHOLE OVER TEN 50 FEET EA 4,800.00 51 HEADWALL EA 52 ENDWALL EA 53 BOX CULVERT LF 54 15" FLARED END EA 670.00 55 18" FLARED END I EA 750.00 56 24" FLARED END EA 900.00 57 36" FLARED END EA 1,200.00 DETENTION OUTLET 58 STRUCTURE EA 4,500.00 10"WIDE GRAVE 59 ACCESSROAD LF 15.00 60 RESET M.H. OR C.B. lEA 900.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 61 62 63 SANITARY SEWER COMPONENTS 12" PVC IN PLACE SDR 6435 LF 110.00 10" PVC IN PLACE SDR 65 35 LF 90.00 66 8" PVC IN PLACE SDR 35 LF 82.00 67 6" PVC IN PLACE SDR 35 LF 44.00 SANITARY SEWER STRUCTURES 68 Sanitary Manhole EA 3,850.00 SANITARY MANHOLE 69 W/DROP INLET EA 5,600.00 SANITARY MANHOLE 70 OVER 10 FT. 4,500.00 71 72 STRUCTURES & MISC ITEMS MODULAR BLOCK 73 RETAINING WALL SF 55.00 74 4' FENCE (TYPE: ) LF 12.00 GUIDE RAIL 75 (TYPE: ) LF 60.00 TOTAL 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4 r WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 STRUCTURES & MISC ITEMS(CONT'D) END ANCHORAGE (TYPE: 76 ) EA 1,000.00 77 GUIDE POST EA 140.00 78 PAVEMENT MARKING LF 2.00 79 STREET SIGNS EA 130.00 80 TRAFFIC SIGNS EA 130.00 81 STREET LIGHTS EA 1,000.00 FURNISHING/PLACING 82 TOPSOIL SY 7.00 FERTILIZING, SEEDING 83 AND MULCHING SY 7.00 84 TREES EA 48 200.00 9,600.00 2,200.00 MAINTENANCE/PROTEC 85 TION OF TRAFFIC LS CONSTRUCTION 86 STAKING LS 87 AS-BUILTS LS 88 IRON PINS EA 17 150.00 2,550.00 0.00 CONCRETE 89 MONUMENTS EA 5 350.00 1,750.00 0.00 90 DRIVEWAY-BIT. CONC. SY 2215 40.00 88,600.00 11,720.00 91 TOTAL 102,500.00 13,920.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 5 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 Original Estimate Bond Reduction#1 Bond Reduction #2 TOTAL PAGE 2 0.00 0.00 0.00 TOTAL PAGE 4 0.00 0.00 0.00 TOTAL PAGE 5 102,500.00 13,920.00 0.00 SUBTOTAL 102,500.00 13,920.00 0.00 25%Contingencies x Subtotal 25,625.00 3,480.00 0.00 TOTAL 128,125.00 17,400.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 6 BOND RELEASE TRANSMITTAL DATE:- March 1, 2018 APPLICANT NAME Scannell Properties #205, LLC ADDRESS 8801 River Crossing Blvd. ,Suite 300 Indianapolis, Indiana 46240 PROJECT LOCATION/ADDRESS LOT Sullivan Avenue Industrial Park P&Z OR IOTA/CC APPLICATION NUMBER :Lkp2l: 14-58P MUNIS APPLICATION NU14BER 201401720 SUB ACCOUNT NUMBER_ 500210 ( @,77EQ ORIGINAL BOND AMOUNT—$ $122,500 Subdivision Bond CHECK NUMBER 5501119404 9 Please Release $ 104,600 (to leave a balance of $17,)k00) Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o 311118 NAME DATE 31a /,9 BY CHECK # ISSUED DATE 0 0 , 0 0 WAPIanning Admin\PZ0Bonds\2018 Bonds\14-58P SullivanAve IndustrialParkBondRelease Trans.doc 40W N St x To� 0-119so� ?&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 March 1, 2018 Scannell Properties#205, LLC Don Tuttle 8801 River Crossing Blvd., Suite 300 Indianapolis, Indiana 46240 Re: Appl. 14-58P, Sullivan Avenue Industrial Park Subdivision Bond Reduction Dear Mr. Tuttle: This is to advise you that the Planning and Zoning Commission voted on February 27, 2018 to release the following bond as follows: Appl. 14-585P, Sullivan Avenue Industrial Park $122 000 Subdivision Bond reduced by $104,600 to leave a balance of$17,400. A check will be mailed to you from the Town of South Windsor. If you have any further questions, please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, h. Bart Pacekonis,Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner