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App 15-03P Regional Distribution Center
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION ARRUCATION FORM Application Number: 0.3p Official Receipt Date unis Application if: 1�d0��g • APPLICANT: Scannell Properties#205 LLC 800 East 96th Street Suite 175 Indiana olis 'lN 46240 PROJECT NAME: Sullivan Avenue Industrial Park, Regional Distribution Center COMPLETE LOCATION OF PROPERTY: 135 Sullivan Avenue OWNER OF RECORD ON LAND RECORDS: See attached OWNER ADDRESS See attached GIS PIN It See Attached ZONE -Industrial NAME, ADDRESS,TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED. Peter R.DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor,CT, 06074 860-291-8755 pdemallie@dpinc.co o Estimated presentation time:60 min. THIS APPLICATION IS FOR: (Check all that apply): Lone Change to (Public Hearing and Certificate of Mailing Required) Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision n Mirror El Major Resubdivision (Public Hearing Required) n Minor ❑ Major Conditional Subdivision Special Exception to Table (Public Hearing and Certificate of Mailing Required) Site Ilan of Development* 2 New 0 Modification Building(s) Sq Ft 292,000 sq. ft +/ *Modification of Minimum Required Parking Spaces Per Section 6.4.9 pa4E 1kslt.%A'T wAovlER 'P� zscrnv,j 6.3.3f. General Plan of Development ® Dept of Motor'vehicle License - State Hearing per Section 14--55 for Earth Filling (Sec. 7.6) aced/or Earth Removal oval (Sec. 7.16) (Public Hearing and Certificate: of Mailing Required) Regulation Amendment: ❑Zoning (1 Subdivision - Attach proposed amendment (Public: Hearing required) Temporary and Conditional Permit (Public Hearing Required) for Temporary and Conditional Permit Renewal for 0 Detached In Law Apartruent or E3 Accessory Apartment(Public Hearing and Certificate of Mailing Required) Major Horace Occupation (Certificate of Mailing Required.)for Other(explain in detail) *An Application Pending Sign is required to be posted n the Property for all applications ten (10) days prior to being heard b he Cam issicrn. A Sig ature Applicant Si tore o operty€ wner 5 C•_C.a r tHU_..�, Peter R. DeMallie/Agent Prin of Applicant Print Name of Property Ow er Revised 2/2014 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 LETTER OF TRANSMITTAL To: Michele Li • pe Date: 1/6/2015 DPI Project No. 3496 Town of South Windsor Re: Sullivan Avenue Industrial Park, 135 Sulivan Avenue South Windsor,CT : WE ARE SENDING YOU: N Attached ❑ Under separate cover via the following items: ❑ Shop Drawings N Prints ❑ Renderings ❑ Specifications Copy of Letter ❑ Change Order N Application COPIESDATE NO. 1 1/6/2015 3496 PZC Application Fee$3,130.00 Check#018736 1 1/6/2015 3496 PZC Application Form 1 1/6/2015 3496 Set of Property Owner Authorizations(4 letters) 1 1/6/2015 3496 List of Property Owner names 1 1/6/2015 3496 List of Abutting Property Owner names 15 1/6/2015 3496 Site Plan Narratives • These are transmitted as checked below: N ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections El 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: Also Attached: 15 Copies of Federal Wetlands Investigation Report 15 Copies of Wetlands Delineation Report 15 Copies of Wetlands Functions and Values 15 Copies of GEI Ecological Survey Report 15 Copies of Wetlands Mitigation Report 2 Copies of Site Plan Checklist 3 Copies of Plans for PZC Application 3 Copies of Plans for IWACC Application • SIGNED: J111A r cc: : • RECEIVED JAN � � 2015 S0U1NWll 0EK TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Sc-ccnn e./ Prop,--,,4e-S ;I: ` 2 O PROJECT NAME ti on c- ( b i si r'. bg 4io, Ce n il-ee- This checklist must be signed by plan preparer(P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. +� d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units;parking_ requirements; etc. ✓ b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. V e. Names of abutting property owners. f. Proposed open spaces and recreation areas. ✓ g. Driveway cuts on abutting properties and any properties across from / proposed site. ✓ h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24"x 36" with a 3/4" ruled / margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: v a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. 'VIA b. Proposed streets and street lines with center line station, curve data, and / parking spaces. ✓ c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, / and dumpsters (on concrete pad and screened). ✓ e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below. Grantor Grantee Type of Date Filed Vol/Pg Easement f. Names of abuttingroe property rtY owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall / be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated.. i. A-2 certification; P.E./L.S. Seal. 5. Topographic Map:A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to / the requirements of the plot plans show the following: ✓ a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. 2 V e. Present wooded area indicated by foliage lines. Any trees to be s aved- should be shown. f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year floodplain or note that none are / present. y h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations 4 structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. i. Connections of all springs into proposed storm drainage system as / needed. J. Location and indications of existing brook channels and 100- ear flood/ ,. 9 Y / limits. k. A-2 &T-2 Certification; P.E&L.S. Seals. V 6. Landscaping plan ✓ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Traffic Report 9. Site Lighting Plan 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: NIA a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. c. Sight line at driveway&street intersections. 3 ✓ d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. NIA f. Where any storm drainage line discharges into an existing brook sufficient / profile of this brook will be shown to determine conditions. ✓ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. ✓ h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. N1A 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 . feet. N1A 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. N PRE-PA ER(P.E./L.S.) DATE February 2002; Rev. 4-04 4 • P.O.BOX 1167 ' 21 JEFFREY DRIVE ■ SOUTH WINDSOR,CT 06074 �Jg PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS I GIS ANALYSTS I LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island • s • • • Narrative Statement Site Plan Application Scannell Properties#205,LLC Regional Distribution Center Sullivan Avenue Industrial Park 135 Sullivan Avenue(Lot No. 2) South Windsor, Connecticut DPI Proj.No. 3496 January 6,2015 Scannell Properties#205,LLC-(Applicant)is an affiliate of Scannell Development Company, doing business as"Scannell Properties". Scannell Properties is a privately held real estate development and investment company that has delivered build-to-suit and speculative industrial and commercial developments across the U.S. and Canada. Since its establishment in 1990 by founder and president,Mr.Robert Scannell, Scannell Properties has grown to be one of the leading industrial build-to-suit developers in the U.S. and consistently develops over$300 million annually.Headquartered in Indianapolis,Indiana, Scannell has four additional regional office locations in Alexandria,VA,Denver,CO,Minneapolis,MN,and in Oakland,CA. Scannell is proposing to develop a 292,000 square feet regional distribution center at 135 Sullivan Avenue,which is the subject of this application. Within the 37.5 acre Sullivan Avenue Industrial Park at the southeast corner of John Fitch Boulevard(U.S.Route 5)and Sullivan Avenue(State Route 194),the distribution center will be erected on the centrally located Lot No. 2,which is 16.425 acres in size. It will.serve a multi-state area. The park will have two additional building lots. The westerly lot,No. 1,is 6.6 acres in size and is anticipated to support another 55,400 square feet light industrial building. The easterly lot,No. 3,is 13.86 acres in size and is expected to support a 176,400 square feet light industrial building. The industrial park,in total,is thus expected to support up to 523,800 square feet of building floor area in three buildings on three distinct lots. The subject 16.425 acre parcel has been zoned industrial for many decades, and the-six properties assembled to create the Sullivan Avenue Industrial Park have been marketed for industrial development for many years. The community's Plan of Conservation&Development, adopted in 2013,encourages business development in business zones,including the Industrial Zoning District. The applicant has engaged an architectural historian to research and inventory all of the buildings within the Park. This includes the Increase Clapp house at 59.Sullivan Avenue,which is being acquired by the applicant and remains on a separate parcel apart from the three proposed industrial lots scheduled for development.This residence, circa 1808,presently occupied by the • G:\jobs\3496\Docs\Applications\3496 PZC Narrative 1-6-2015.docx Schweir family and situated at the intersection of John Fitch Boulevard and Sullivan Avenue, is in • pristine condition from a historical perspective,in that most of its original features remain intact. The applicant intends to retain this cultural treasure,however, its ultimate use is as yet undetermined. The applicant welcomes ideas from the Town,the South Windsor Historical Society,the South Windsor Historic District Commission and the community at large as to its final disposition. Of note—this property is not in a historic district. Aside from the Increase Clapp brick house,the two other prominent features of the site are the golf driving range on the Patna property,and the farm on the Schweir property. The golf driving range dates back to 1956,when it was the Long View Golf Driving Range operated by Abraham Patria. The Schweir farm,recently used to grow a squash crop,was operated for years by Schweir family members, and at one time most of the sheds on the property were part of South Windsor Equipment operations.Most of these sheds are in substantial disrepair,as documented by the architectural historian, and are expected to be razed. The proposed regional distribution center on Lot No. 2,with a height of 40 feet and an interior clear height of 32 feet,will have a tilt concrete construction. It will be served by a substantial landscaped berm along its Sullivan Avenue frontage,along with other screening elements. The landscape architectural design includes appropriate tree and shrub materials to afford an attractive streetscape along Sullivan Avenue and John Fitch Boulevard. The primary vehicular entrance will be at the signalized intersection of Rye Street and Sullivan Avenue,essentially creating a fourth leg. This will necessitate adding a left turn lane on westbound Sullivan Avenue. A secondary access drive,presumably right turn in and right turn out movements,will be onto Sullivan Avenue at the northwest corner of Lot No.2. The distribution center will be a low traffic volume generator. All three industrial lots will be served by a private driveway parallel to and near Sullivan Avenue, affording access to the signalized intersection for egress and ingress. The building will have a : circumferential driveway to accommodate emergency apparatus. The building entrance is centered along the front facade,where there will be 50 parking spaces. The shipping and receiving areas are along the easterly facade, along with trailer parking.A modification of minimum required parking spaces is requested to reduce the number of spaces to a number appropriate for the distribution center employees and visitors. The 50 spaces proposed will not only amply meet the facility's needs,as determined by the tenant's experience with similar facilities,but is also sufficient to accommodate a second shift,if one were to be implemented. Given that this building is being : expressly designed for a distribution center tenancy,and under a long term lease,additional : parking is unnecessary and unlikely to be under a future occupancy scenario. By eliminating the construction of unnecessary and unwarranted parking spaces,we are also holding the stormwater runoff rate to a minimum,and reducing non-point source pollution typically associated with king lots. The engineered stormwater drainage system will attenuate stormwater discharge rates and achieve water quality standards.A prominent feature of the site plan is the creation of a 1.77 acre pond.Another element is the creation of a.62 acre wetlands area,which will mitigate the impact of a smaller isolated wetland of low value. : Site lighting will meet the industry's dark sky compliance standards, and will ensure an adequate and evenly distributed lighting system,while avoiding off-site illumination. Of the 41 luminaires,five of them will require a waiver up to the maximum allowable 35 feet height in order to achieve appropriate lighting standards (adequate and evenly distributed lighting)in the expansive shipping and receiving area to achieve maximum safety for the personnel and affic - . . .- • G.\Jobs\3496\Docs\Applications\3496 PZC Narrative 1-6-2015.docx : during shipping and receiving operations.No adverse impacts are anticipated with this waiver because the location of these fixtures is far away from other properties and streets,the site is flat, and there are no nearby residences,among other factors. • In conclusion,with the proposal to develop a 292,000 square feet regional distribution center on Lot No.2,this application marks the beginning of a three-building industrial park which will add appreciably to South Windsor's grand list and industrial base. The applicant and their design team appreciate the Commission's consideration of this proposal. : : . • G:\jobs\3496\Docs\Applications\3496 PZC Narrative 1-6-201 S.docx 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 Whom It May Concern, As the owner of certain property located at 59 Sullivan Avenue(Tax Parcel ID#12I- 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 �`l at C�c_ !�Ott c �� By: Date: f13,0 Date: Address:/ , Address: 55 River Front Drive,#216 59 Sullivan Avenue Manchester,New Hampshire 03102 South Windsor, Connecticut 06074 Cc: Peter DeMaliie 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 lD#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 9205, 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 Land Use Approval Applications South Windsor,Connecticut December 1,2014 To»m of South'Windsor 1540 Sullivan Avenue South Windsor,Connecticut 06074 Subject: Letter of Owner Authori7mtion from Cast Management,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 135 Sullivan Avenue(Tax Parcel ID 4121-51), South Windsor,Connecticut(the"Property"),the undersigned,Cast Management,r.LC 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, Cast Management,LLC, A Connecticut limited liability company, By: Stanley J piny,Managing Cr Date Address. c/o Carl T. Landolina Fahey&t Landolina 487 Spring Street Windsor Locks,CT 06096 Cc: Peter DeMallie I000/T000 P aii oLiv aoioHo uaoA VTT969ZO99 %V.3 ➢Y E1:-6 KOZITO/ZT Leger 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 lD#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: J, WA avid A. Patria,Member Date r�— f Address: 211 Sullivan Avenue South Windsor, CT 06074 Cc: Peter DeMallie Dec 02 14 01 : 45p MPI 8608273450 p. 1 Ji Letter of Owner Authorization for Sullivan venue Subdivision and Land Use Approval Applications South Windsor,Connecticut i i i December 1,2014 Town of South indsor 1540 Sullivan Avenue South Windsor,Connecticut 06074 Subject: Litter of Owner Authorization from Karen Petraglia, Trustee of the Leon& E'een Schweir 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 Properties#205, TLC To Whom It Ma},Concern, As the owner of dertam property located at 59 Sullivan Avenue(Tax Parcel ID#121-53), and 89 Sullivan i Lvenue(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 documentation to the Town of South Windsor and/or Hartford County for and in connection with a 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 Revocable Living Trust Elizabeth Schweir Living Trust By: _-A 1 Date: Date: �01 —�'� —T_ :Address: Address: 55 River Prom D ve,4216 59 Sullivan Avenue Manchester,Ne Hampshire 03102 South Windsor, Connecticut 06074 Cc: Peter Dental e I j '';•i .\ \ PROPOSED ACCESS EASEMENT IN FAVOR OF PARCL A* <t,`. •�\ \ AREA=10,772 MAP REFERENCE, n (HATCHED AREA)' .> * EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN 1 CONDITIONAL SHOULD PARCEL A BECOME ai APPROVED AS EITHER AN INDUSTRIAL OR TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY', a F6 .� I x" `•`• T ? `' COMMERCIAL LAND USE. SULLIVAN AVENUE & JOHN FITCH BOULEVARD, SOUTH 1t i S',r•:: '� WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., �., PROPOSED ACCESS EASEMENT IN FAVOR OF DATED 10/27/14, PREPARED FOR SCANNEL PROPERTIES. �r I LOT #1 RIGHT-IN/RIGHT-OUT THE TOWN OF SOUTH WINDSOR, CT .' DEVELOPMENT DRIVEWAY (10'x15' FOR SANITARY SEWER SAMPLING) mS IN PROPOSED STREET TREE EASEMENT IN FAVOR OF THE W '� 1\ TOWN OF SOUTH WINDSOR, CT = 3t II PARCEL 0 MAIN 0 ° (10' BEYOND RIGHT OF WAY-SHADED REGION) 1 t\ ! \\ PROPOSED SIDEWALK EASEMENT IN (aql I FAVOR OF THE TOWN OF � d F 7p� SOUTH WINDSOR, CT , / I i \ (COINCIDENT WITH STREET TREE _ 1t `S��z, .. � EASEMENT) \ \\ r a 12' WIDE DECELERATION LANE �SZREET _rro`✓y / \ j. $a I > _ g § \ PROPOSED CROSSWALK / PR / / 73 itt�•"fill 8 6p \ \ SI IZED PrERSECTION II.• PROPOSE ACCESS-EAS MENT IN/ � � � pal!* I I \ \ L #1 @FRM `a EFT TURN LANE FAVOR LO S� 12,0 2 7,666 S 233 & 39 SULLIV N�AVENUE \/Z 1 ° AR A- 0,468 SQ. FT PROPOSED CCESS EASEMENT IN \ 6. 04 A t $ g = s (Ij/ATCHED AREA) 1 f�{GpT>If�/RIGHT-OUT y FAVOR OF LOTS #2 & #3 n \ / R� /AREA=29,187 SO. FT. x ¢4� I �(%VEWA CONSTRUCTED (HATCHED AREA) n o PROPE Y AS PART OF LOT 3 $ so v 1 r NE PROPOSED ACCESS EASEMENT IN / , ` �/ FAVOR OF LOTS #1 & #3, \ti / �� DEVELOPMENT) 233 & 239 SULLIVAN AVENUE, & o PARCEL A* ��\ �., 4. PROPOSED ACCESS z 'RIGHT-IN/RIGHT-OUT DRIVEWAY \ \ v AR =35144 SQ. FT. °\ ((/� FAVOR EA EASEMENT IN OR OF -! ``' ' HATCHED AREA ° AN A _233 & 239 y (TO BE CONSTRUCTED AS PART LLLLLL ( ) `' �� ! SULLIVAN AVENUE e e \ t..i...i.i_.i...i...i......' ... SEE EASEMENT NOTE THIS SHEET "'' `=`• N r OF LOT #1 DEVELOPMENT) \ L LLLL LLLLLL " LLLLLLLLLLL LL ' ' (HATCHED ARE I_....L:.......... t L.I_t I.I.L_L!.!.L_t.s..l......:.. 12' WIDE DECELERATION LANE t t.�.!.t.I_�..!_ TO BE CONSTRUCTED AS PART t-"!'!"' i...i..t I I ! t, LA PROPOSED DISTRIBUTION / OF LOT #1 DEVELOPMENT) \ LLLLLLLLLLLLLLLLLL WAREHOUSE w / 5 t t't' k.J.JY 292,000 SQUARE FEET •�` F.F.=82.0 Q©G Z Y �L L6A1V \ r a z tj `l I t \ �' a 0. <V \ _t !. I .! LOT 2 " 18 RAILER ARKING STALLS ` Do PROPOSED STORM DRAINAGE EASEMENT \ i ` '1 t I �£A EATEo # Um r 715,463 SQ. FT. IN FAVOR OF LOT #2 & LOT #3 1 a d AREA=70,476 SQ. FT. \ �LLLL LLLLLL OR x / P OPERTY LINE (HATCHED AREA) ; it :.I. .I..t I_:._!_i 16.425 ACRES \ L LLLLLLL� - 1 AREA of wErtAroos j° ! �a qq� LOT #3 Gy, Tea j MR XY/ARE FEET oR o.avt ACRES � �#! 603,706 SQ. FT. rn \ L L L I OR PERMEABLE P EMENT 13.859 ACRES (HATCH EA) 15 FLIT RE TRA ER PARKING STALLS } \ TOP M.W. \ COVER 7 TR LER P KING STAL�fEO AREAp W os `` 5,I65t A EET w� LOT #3 DEVELOPMENT Zi lR.«,e, N 7o f• ), LL 9 FUTURE TRAILER PARKI G STALLS APPLICANT: ° Scannell Properties #205, LLC 9 ® 800 East 96th St., Suite 175 AREA Indianapolis, IN 46240 AREA OF WETLANDS� \ 317-218-1666/, 0 SC.IAARE FEET J V PROPOSED STORM DRAINAGE EASEMENT \ OR O.OEt ACRES IN FAVOR OF LOTS #1 & #3 - AREA=66,925 SQ. FT. PROPERTY OWNERS: (HATCHED AREA) ° . _ Elizabeth Schweir Living Trust � /EASEMENT NOTE: 59 Sullivan Avenue a South Windsor, CT 06074 J J ACCESS EASEMENT ON LOT #2 SHALL WINDSOR IN PROPOSED CONSERVATION Leon 6 Eileen Schweir Trustee $FAVOR OF THE TOWN OF SOUTH MPLIFOR 55 River Front Dr. #216 p~ PURPOSES OF SANTIRARY SEWER SAMPLING FROM EASEMENT IN FAVOR OF THE TOWN LLI � MANHOLE. OF SOUTH WINDSOR, CT ILManchester, NH 03102 AREA=71,257 SQ. FT. > V NOTE:— (SHADED AREA) O O o Cast Management LLC 153 Clark Street § PROPOSED DEVELOPMENTS WETLAND MITIGATION AREA South Windsor, CT 06074 ' INCLUDING INTERNAL TRAFFIC CIRCULATION, SHOWN ON LOT #1 « 211 Realty Associates LLC SP-1 u AND LOT #3 ARE CONCEPTUAL. 565 Nevers Road a7 South Windsor, CT 06074 Bubaris Traffic James G.BubariS P.E. A S S O C I A T E S Principal Planning*Engineering*Design January 2, 2015 Ms. Michelle R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06040 Re: Site Traffic Evaluation Study Proposed Scannell Distribution Facility Sullivan Avenue (CT Route 194) opposite Rye Street South Windsor, Connecticut Dear Ms. Lipe: Enclosed are 15 copies of the subject traffic study for distribution to Town officials as you deem appropriate. Please let us know if you have any questions or if you require additional information regarding this matter. 101111111{Lt,t,,,,, Very truly yours, .���oF coNM�c,T ,,, Bubaris Traffic Associates No. Q James G. Bub ri� a s, P.E. �cE.....�````,'�\ Conn. Reg. No. 9203 .ttt.NAI.EN�I.�`�� Principal �� l{111111\\�l Cc. Ms. Jill Marcotte Development Manager Scannell Properties #205, LLC 800 East 96th Street Suite 175 Indianapolis, IN 46240 Mr. Peter DeMallie, Principal Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 PO Box 4250• Yalesville,CT 06492• Phone:203-265-8086 . Cell:203-606-4742 •JimBubaris@hotmail.com. ' B U ba rl S Traffic James G.Bubariis P.E. Planning*®ng,veeriAng DeEigs Principal ' December 26, 2014 Ms. Jill Marcotte ' Development Manager Scannell Properties #205, LLC 800 East 96th Street ' Suite 175 Indianapolis, IN 46240 ' Re: Site Traffic Evaluation Study Proposed Scannell Distribution Facility ' Sullivan Avenue (CT Route 194) opposite Rye Street South Windsor, Connecticut ' Dear Ms. Marcotte: Reference is made to the first phase of development of the parcel of land located at the southeast quadrant of the intersection of John Fitch Boulevard (US Route 5) at Sullivan Avenue (CT Route 194) in the Town of South Windsor, Connecticut. Please refer to Exhibit 1 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 this parcel which will ultimately include three (3) commercial buildings served by four (4) site drives as follows: ' • An unsignalized right-turn in / right-turn out only y site drive on Route 5 ' • An unsignalized right-turn in/ right-turn out only site drive on Sullivan Avenue at the western end of the site. A signalized full access/egress site drive on Sullivan Avenue opposite Rye Street. ' An unsignalized right turn in / right-turn out/left-turn in only site drive on Sullivan Avenue at the eastern end of the site. ' Plans are to initially build the middle of three buildings labeled as Building 1 in Exhibit 2 of the Appendix with the two western site drives on Sullivan Avenue ' and the parking areas immediately surrounding Building 1 as shown in Exhibit 2. PO Box 4250• Yalesville,CT 06492• Phone:203-265-8086 . Cell:203-606-4742 ' •JimBubaris@hotmaii.com. 2 Building 1 will consist of about 292,000 square feet of building area. The ' intended use of the facility is for general warehousing, storage and distribution of automotive parts. As summarized in Table 1 on the next page of this study, , about 5,000 square feet will be devoted to support office use at the northwest corner of the building, and about 287,000 square feet will be devoted to warehouse use. About 50 parking spaces will be designated for employee use, ' and there will be 25 trailer spaces initially developed for the vehicles hauling material to and from the facility. Given the size of the 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. Introduction ' The intended use of the facility to be housed in Building 1 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 8am 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. Trucks will be shipping about 8 tol0 trailers daily from 2-6 pm. ' There will be no traffic between the hours of 6pm and 6am daily. Initially, for Building 1 access and egress, plans are to provide a restricted ' p , 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. ' Table 1 Development Parameters ' Proposed Scannell Distribution Facility Sullivan Avenue opposite Rye Street ' South Windsor, Connecticut ' Building 1 Development Office Use 5,000 SF Warehouse Use 287,000 SF ----------------------- Total Building Area 292,000 SF ' Employee Spaces 50 Trailer Spaces 25 ----------------------- ---- —--- Total Parking Area 7 Bubaris Traffic Associates January 2015 3 ' 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 intersections shown in the location map included as Exhibit 1 of the Appendix: ' • U.S. Route 5 (John Fitch Boulevard) at Route 194 (Sullivan Avenues 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 ' 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-wa , ' Y, 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 Scannell 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 ' 4 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 facility as the south leg of this intersection, plans are to widen 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); ' and 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. ' 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 ' one lane wide for combination left turn, through, and right turn movements, and has been widened to provide a 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 been recently widened as part of the Fed-Ex Distribution Facility project served by Kennedy Road to provide a 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 5 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. 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 recently submitted by us to the Office of State Traffic Administration as part of the Fed-Ex project review and ' approval process. 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. It is expected that the subject Scannell project will also be open for use by 2016 so no additional traffic ' growth needs to be applied since both Fed-Ex and the subject Scannell facility are expected to open in the same year. Therefore, all that needs to be added to the 2016 peak hour traffic volumes from Exhibits 3 and 4 are the site-generated ' traffic volumes associated with the subject Scannell facility. Site-Generated Traffic Volumes and Distributions ' For the purpose of estimating site-generated traffic volumes and distributions associated with the subject Scannell facility distribution facility we utilized trip , generation equations from ITE's (Institute of Transportation Engineers) Trip Generation Manual to estimate the amount of site traffic to be distributed, 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 similar to the subject facility. Accordingly, please refer to Table 2 on the next of this stud which provides , page Y estimates on the anticipated site-generated traffic volumes and distributions for the subject Scannell distribution facility, as follows: ' 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 5 and 6 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., 5,000 SF of office use and 287,000 SF of warehouse use). Table 2 Trip Generation and Distribution Estimates Proposed Scannell Distribution Facility ' 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 5,000 SF 287,000 SF 292,000 SF 20% 60% 20% Weekday AM Peak Hour ' inbound 7 68 75 15 45 15 ' Outbound 1 18 19 4 11 4 Total 8 86 94 19 56 19 ' Weekday PM Peak Hour Inbound 1 23 24 5 14 5 ' Outbound 6 69 75 15 45 15 Total 7 92 99 20 59 20 ' Bubaris Traffic Associates January 2015 6 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 marketing analyses by , Fed-Ex, and 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 Please refer to Exhibits 7 and 8 of the Appendix for graphical representations of ' the site-generated traffic volume estimates associated with the subject Building 1 development of the subject parcel. A review of Table 2 indicates that the subject ' Building 1 development is expected to generate about 94 to 99 vehicular trips per hour during the weekday am and weekday pm peak hour periods, which is considered a relatively low trip generation. , 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. 2016 combined (build) weekday am and pm commuter peak analyses, ' representing conditions when the proposed Fed-Ex expansion and the subject Scannell Building 1 development are expected to be open for use, are based on the peak hour traffic volumes shown as Exhibits 9 and 10 of the Appendix. ' Exhibits 9 and 10 were developed by combining the no-build traffic volumes from Exhibits 3 and 4 with the estimated site-generated traffic volumes from Exhibits 7 and 8. ' 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 si nalized 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, 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. 7 ' 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. Please refer to Exhibit 11 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 12 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) and 2016 combined (build) conditions, are summarized in Table 3 on the next page of this study. Table 3 ' Summary of Traffic Operations Analyses ' Levels of Service Proposed Scannell Distribution Facility Sullivan Avenue opposite Rye Street ' South Windsor, Connecticut 2016 Background 2016 Combined ' with Fed-Ex Phase 2 with Scannell Building 1 AM Peak PM Peak AM Peak PM Peak , John Fitch Boulevard(Route 5)at Sullivan Avenue(Route 194) John Fitch,Boulevard northbound approach B C B 4"D John Fitch Boulevard southbound approach E D E D Sullivan Avenue eastbound approach D E D E ' Sullivan Avenue westbound approach F E F E -Overall- - E - - D - - E- - D- Average Delay(seconds) 61.1 43.4 62.3 54.3 ' Sullivan Avenue(Route 194)at Commerce Way Sullivan Avenue eastbound left B B B B Commerce Way southbound approach B C B C ' Southbound Approach Delay(seconds) 14.3 21.3 14.5 23.6 Sullivan Avenue(Route 194)at Scannell West Site Drive ' Scannell West Drive northbound right — ---- B B Northbound Approach Delay(seconds) -- --- 11.0 12.0 Sullivan Avenue(Route 194)at Rye Street/Scannell Main Site Drive ' Sullivan Avenue eastbound approach A B B C Sullivan Avenue westbound approach B B C C Scannell Main Drive northbound approach -- ---- C C ' Rye Street southbound approach B B B B -Overall- - B- - B- - B- -C- Average Delay(seconds) 10.5 13.9 16.1 26.7 ' Sullivan Avenue(Route 194)at Kennedy Road Sullivan Avenue eastbound approach A A A A ' Sullivan Avenue westbound approach A A A A Private Drive northbound approach E E E E Northbound Approach Delay(seconds) 36.2 43.9 37.4 44.8 Kennedy Road southbound approach D E D E ' Southbound Approach Delay(seconds) 32.5 41.3 34.0 44.2 Sullivan Avenue(Route 194)at West Road ' Sullivan Avenue westbound left A A A A West Road northbound approach C C C C Northbound Approach Delay(seconds) 17.3 18.9 17.6 19.4 Sullivan Avenue(Route 194)at Troy Road ' Sullivan Avenue eastbound approach A A A A Sullivan Avenue westbound approach C C C C ' Troy Road southbound approach C C C C -Overall- - B- - B - - B- - B- Average Delay(seconds) 17.2 19.0 17.6 18.9 ' Bubaris Traffic Associates January 2015 ' ' 8 ' The computer-generated worksheets for these operational analyses are included as Exhibits 13 through 16 of the Appendix as follows: • Exhibit 13 —2016 Background AM Peak with Fed-Ex Phase 2 • Exhibit 14 —2016 Background PM Peak with Fed-Ex Phase 2 • Exhibit 15 —2016 Combined AM Peak with Scannell Building 1 Exhibit 16 —2016 Combined PM Peak with Scannell Building 1 A review of Table 3 shows that levels of service in the year 2016 when the subject Building 1 development is expected to be in place will remain at virtually the same levels as would otherwise exist without this development. The signalized intersection of Route 5 at Sullivan Avenue (Route 194) will remain at overall level of service E during the am peak and overall level of service D during the pm peak, which are fair-to-poor levels 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 minimal. The unsignalized intersection of Sullivan Avenue at 9 Commerce Way will maintain the same levels of service B to C for the critical movements associated with unsignalized traffic control, which are considered good (LOS B) to average (LOS C). ' The signalized intersection of Sullivan Avenue at Rye Street, which will be converted to a four-way intersection to serve the proposed site drive for the ' subject development as the south leg, will remain at overall level of service B during the am (which is considered very good), but change slightly to overall level of service C during the pm (which is considered average and good). 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 D (considered fair) to LOS E (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. 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 very good (LOS A) to good and average (LOS C). ' The signalized intersection of Sullivan Avenue at Troy Road will remain at overall level of service B for the am and pm peaks, which is a very good level of service. ' Therefore, the proposed Building 1 development of the subject Scannell development will not have an adverse impact on traffic operations that would otherwise exist within the defined study area without the subject development. Table 4 Summary of Queuing Analyses 95th Percentile Queues Proposed Scannell Distribution Facility Sullivan Avenue opposite Rye Street South Windsor, Connecticut Available 2016 Combined Storage with Building 1 (feet) AM Peak PM Peak Status Comment John Fitch Boulevard(Route 5)and Sullivan Avenue(Route 194) John Fitch Boulevard northbound left 100 feet 9 feet 9 feet OK John Fitch Boulevard northbound right 100 feet 33 feet 103 feet OK John Fitch Boulevard southbound double left 200 feet 101 feet 163 feet OK Sullivan Avenue westbound double left 400 feet 400 feet 404 feet OK Sullivan Avenue(Route 194)and Rye Street/Scannell Main Site Drive Sullivan Avenue eastbound left 140 feet 131 feet 270 feet Restripe and extend left turn lane to 270 feet in length. Sullivan Avenue westbound left 100 feet 27 feet 13 feet Provide minimum 100-foot length full width left turn lane. Scannell Site Drive northbound left 27 feet 67 feet Provide minimum 70-foot length full width dedicated lanes. Scannell Site Drive northbound through/right 9 feet 18 feet Provide minimum 70-foot length full width dedicated lanes. Rye Street southbound left 100 feet 34 feet 52 feet OK Rye Street southbound through/right 81 feet 55 feet OK Sullivan Avenue(Route 194)and Kennedy Road Sullivan Avenue eastbound left 175 feet 0 feet 0 feet OK t U Sullivan Avenue westbound left 100 feet 0 foot 0 foot OK Sullivan Avenue(Route 194)and Trov Road Sullivan Avenue eastbound left 85 feet 10 feet 28 feet OK Bubaris Traffic Associates January 2015 9 ' Queuing Analysis ' Please refer to Table 4 on the previous page of this study which summarizes the 95t" percentile queues for the four (4) study intersections that have dedicated turn lanes or defacto left turn lanes at bypass areas on at least one of the 1 approaches. A review of Table 4 indicates that all of the dedicated lanes are of sufficient ' length to accommodate the 95t" percentile queues under projected 2016 conditions with the addition of Building 1, with the exception of the site drive intersection of Sullivan Avenue at Rye Street and the proposed Scannell 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 5 on the next page of this study which ' summarizes the traffic crash data contained in Exhibit 17 of the Appendix for the subject study area and experience period. ' A review of Table 5 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. ' Recommend ed Improvements ' It is recommended that various roadway geometric and traffic signalization improvements be implemented at the Sullivan Avenue at Rye Street intersection ' to accommodate the addition of the proposed Scannell Main Site Drive as the fourth leg of the intersection opposite Rye Street. Accordingly, the following improvements are recommended: 1. The proposed Main Site Drive 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 Table 5 Summary of Traffic Crash Experience 3 Years,2010 through 2012 Proposed Scannell Distribution Facility Study Area South Windsor, Connecticut Rear End Crashes Riaht Anale Crashes Head-On Crashes Fixed Object GRAND Intersection EB/EB WB/WB NB I NB SB/SB Total EB/NB EB/SB WB I 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 2015 ' 10 left lane should be 11 feet wide and the right lane should be 13 feet'wide, and these lanes should extend for about 70 feet into the site. ' 2. The Sullivan Avenue westbound approach to this intersection should be widened 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. ' 3. The existing Sullivan Avenue eastbound dedicated left-turn lane for traffic turning onto Rye Street is currently 140 feet in length but needs to be :r ,t increased to a length of at least 270 feet. It appears that this lengthening �v can be achieved by restriping the existing pavement area with no need for additional pavement construction. 4. The traffic signal at this intersection needs to be modified to signalize the site drive approach and to provide AX-AY type phasing so that the left- turn movements on all four approaches are handled either exclusively or in conjunction with their associated through movements as an advance phases each cycle depending on the vehicular actuations at the ' intersection. ' A review of the results of the traffic operations analyses summarized in Table 3 for the modified intersection of Sullivan Avenue at Rye Street and the proposed Scannell Main Site Drive shows that very good overall levels of ' service B and C can be achieved through implementation of the foregoing improvements. ' Conclusions It is the professional opinion of Bubaris Traffic Associates that the proposed ' Building 1 development of the Scannell Distribution Facility, to be located on the south side of Sullivan Avenue opposite Rye Street, should not adversely impact traffic operations on the surrounding roadway network in the year 2016 when the ' subject construction consisting of 292,000 square feet of building area and 75 parking spaces is expected to be completed and occupied. ' This Building 1 development is expected to generate weekday am peak hour traffic volumes of about 94 vehicle per hour during the weekday am peak hour and about 99 vehicles 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 relatively low site-generated traffic traveling associated with proposed Building 1. 11 ' 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 proposed site drive intersection at Sullivan Avenue opposite Rye Street. The traffic crash experience for the subject study area is essentially satisfactory, ' 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 off-site improvements at the subject site drive intersection, the ' proposed development will require the review of and approval by the Office of State Traffic Administration for the issuance of a Certificate of Operations for the subject development. ' Very truly yours, �F CONNF�,'.,,��� Bubaris Traffic Associates ' P ,S G.g&. Tj� .`c;QC��hk.=;•.,,e9'9�Gib e N°.22os James G. Bubaris, P.E. ENsE° ��`` Conn. Reg. No. 9203 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 vi ,vi t. r9:};• t T a i4t. Site Traffic Evaluation Study Proposed Scannell Distribution Facility 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 Pe ak eak Hour Traffic Volumes with Fed Ex 2 ' Exhibit 4 — 2016 Background PM Peak Hour Traffic Volumes with Fed-Ex 2 Exhibit 5 — Trip Generation Estimates, Building 1, Office Uses Exhibit 6 — Trip Generation Estimates, Building 1, Warehouse Uses Exhibit 7 — Building 1 Site Generated AM Peak Hour Traffic Volumes Exhibit 8 Building 1 Site Generated PM Peak Hour Traffic Volumes Exhibit 9 — 2016 Combined AM Peak Hour Traffic Volumes with Building 1 Exhibit 10 — 2016 Combined PM Peak Hour Traffic Volumes with Building 1 Exhibit 11 — Definitions of Levels of Service Signalized Intersections Exhibit 12 — Definitions of Levels of Service Unsignalized Intersections Exhibit 13 — Operational Analysis Worksheets 2016 Background AM Peak Hour Traffic with Fed-Ex 2 ' Exhibit 14 — Operational Analysis Worksheets 2016 Background PM Peak Hour Traffic with Fed-Ex 2 (continued) continued) , Exhibit 15 — Operational Analysis Worksheets , 2016 Combined AM Peak Hour Traffic with Building 1 Exhibit 16 — Operational Analysis Worksheets , 2016 Combined PM Peak Hour Traffic with Building 1 Exhibit 17 — Summary of Traffic Crash Experience Proposed Fed-Ex Study Area ' 3 Years Experience, 2010 through 2012 1 1 1 i 1 1 1 1 ' Exhibit 1 Location Map Scannell Distribution Facility 1 South Windsor, Connecticut 1 1` i 1 1 All Maps 2011 Page 1 of 1 +You Search Images Maps Play YouTube News Gmail More Sign in f e 10 r- v Dry Brookif All Maps 201-1 �r � � `'tr>t.. liye Park flames Spence ffj; Al;di:Distribution Center'.: r. 1 "Untitled layer t 1 Wentigorth Estates Open Space eaneeley's Banquet,,", and Ca 9 , r. 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W23A-4 Exhibit 2 Site Plan Scannell Distribution Facility South Windsor, Connecticut �sBTFivT�o _ AcRFSN 8g3� G2 00 pOUNo ' �, oy UruRFTRa/c�R s a 000kcR�' � �. � o0 SpgOFS 'QON 7gRF G2 OOOk00pRS 6 m�O ,aa 000Rs �ONCR�r� - Z 2 14�OkApR GJ OOkO �N � v O� 9�OOk0(R,S a0 me 48, C Cal 2 as �y7 pgRkgyG �2 r = M Ml January 2015 Scannell Distribution Facility Sullivan Avenue Opposite Rye Street South Windsor, Connecticut ® N E� E P t— 430 t— 28 12 862 288 — 31 25 12 27 304 23 28 103 1 25 f— 568 601 68 110 101 �► 487 *J t* �-- 922 Lo ~ 645 4 13 i— 50 l► 584 17 38 85 103 _ t 526 --► 4 (♦ 26 34 —► 5 409 382 666 —► 593 —► 504—► 2 1 2 5 -� 8 24 523 4 —i 10 —i CL Exhibit 3 2016 Background AM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 January 2015 Scannell Distribution Facility Sullivan Avenue Opposite Rye Street South Windsor, Connecticut 0 ® N E 423 t t 23 4 451 386 52 88 17 11 172 45 23 99 1 25 - 581 602 32 117 175 t* 440 4 ~ 827 666 8 f- 32 I► 602 29 32 225 108 41 T f* 640 ---► A-) f-* 95 60 —► 5 712 476 891 —► 684 --► 615—► 9 1 12 12 -� 10 75 621 4 -i 5 Exhibit 4 2016 Background PM Peak Hour Traffic Volumes Bubaris Traffic Associates with Fed-Ex Phase 2 ' 12/19/2014 ' OFFICE BUILDING under 100,000 SF (Based on Building Area) (2012) ............... Exhibit 5 --------------- SUMMARY OF TRIP GENERATION CALCULATIONS ' SOURCE: TRIP GENERATION REPORT,ITE,9th EDITION,2012 LAND USE: GENERAL OFFICE BUILDINGS-CODE#710 ' PROJECT: Scannell Distribution Facility-Offices South Windsor. CT(Building 1) ' GROSS FLOOR AREA IN 1,000'S SQUARE FEET: 6.000 TOTAL ' TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE T=11.03(X) 55 28 28 WEEKDAY 50% INBOUND*50%OUTBOUND PEAK HOUR T=1.56(X) 8 7 1 7 TO 9 AM 88% INBOUND*12%OUTBOUND PEAK HOUR T= 1.49(X) 7 1 6 ' 4 TO 6 PM 17% INBOUND*83%OUTBOUND AVERAGE T=2.46(X) 12 6 6 ' SATURDAY 50% INBOUND*50%OUTBOUND SATURDAY T=0.43(X) 2 1 1 PEAK HOUR 54% INBOUND*46%OUTBOUND AVERAGE T=1.05(X) 5 3 3 SUNDAY 50%INBOUND*50%OUTBOUND ' SUNDAY T=0.16(X) 1 0 0 PEAK HOUR 58% INBOUND*42%OUTBOUND 12/19/2014 ' WAREHOUSING ' (2012) Based on Average Rates -_------------------- Exhibit 6 ' SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE: TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,9th EDITION,2012 ' LAND USE:WAREHOUSING--CODE#150 PROJECT: Scannell Distribution Facility-Warehouse ' South Windsor, CT(Building 1) NUMBER OF 1,000-S SQUARE FEET AREA: 287.000 , ---------------- TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE 3.56(X) 1022 511 511 WEEKDAY 50% INBOUND*50%OUTBOUND ' PEAK HOUR 0.30(X) 86 68 18 7 TO 9 AM 79%INBOUND*21 %OUTBOUND PEAK HOUR 0.32(X) 92 23 69 ' 4 TO 6 PM 25% INBOUND*75%OUTBOUND AM PEAK HOUR 0.42(X) 121 78 42 ' OF GENERATOR 65% INBOUND*35%OUTBOUND PM PEAK HOUR 0.45(X) 129 25 105 OF GENERATOR 19% INBOUND*81 %OUTBOUND ' AVERAGE T=1.23(X) 353 177 177 SATURDAY 50% INBOUND*50%OUTBOUND ' SATURDAY T=0.13(X) 37 24 13 PEAK HOUR 64% INBOUND*36%OUTBOUND AVERAGE T=0.78(X) 224 112 112 , SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY T=0.07(X) 20 10 10 ' PEAK HOUR 52%INBOUND*48%OUTBOUND January 2015 Scannell Distribution Facility Sullivan Avenue Opposite Rye Street South Windsor, Connecticut 3 0 E 4 15 4 f-- ~ 15 15 1* i— 11 t� t► 15 — 15 j 4 15 * 15 j♦ 54 4 --► —► 45 60 —► 6 1 1 —► 15 3 4—► �, 4 —► 54 --i -Z 6 0� t 69 t 18 Ae co c e CL IT Exhibit 7 Building 1 Site-Generated AM Bubaris Traffic Associates Peak Hour Traffic Volumes January 2015 Scannell Distribution Facility Sullivan Avenue Opposite Rye Street South Windsor, Connecticut W V 0 7 >1 E 10. E �� m 438 23 23 4 451 391 52 88 17 11 172 0 45 666 99 1 26 - 586 - 607 32 117 L 176 `f 485 41 L► 4-887 ~ 898 J 5 4 1 i- 8 'f- 32 tJ 607 29 t 32 926 -► 226 108 665 96 60-► 5 712 490 910 1 1 685 ---► 60 0 14 630-► 9 1 12 12 10 75 636 -► 4 18 -i 5 -i 6 m 69 1 j ® 18 .009 co Exhibit 10 2016 Combined PM Peak Hour Traffic Volumes Bubaris Traffic Associates with Building 1 ' EXHIBIT 11 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 signalized intersection(LOS) for nalized g s 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. Lanes, Volumes, Timings 2016 Background AM Peak with Fed- Ex Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor 1 - - - *- 4% Lost Time Adjust(s) -2.6 -2.8 -2.8 -2.4 -2.4 -2 8 -2.8 -2.4 -2.8 B11 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 30 3.0 3.0 30 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 0.49 0.02 0.50 0.33 0:52 1.07 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 0:0 0:0 Total Delay 44.1 149.3 166.0 4.4 19.6 32.2 1.3 24.0 8-4.6 LOS p F F A _ B C A G F ' Approach Delay 44.1 88.5 17.3 69.6 Approach LOS D F B E Queue Length 50th(ft) 30 -192 -224 27 2 118 0 64 -352 Queue Length 95th(ft) 69 #350 #390 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 1.0-7 1nter.�ec fo S.�; Area Type: Other ' Cycle Length:90 Actuated Cycle Length:90 Offset:75(83%),Referenced to phase 2:NBSB,Start of Yellow Natural Cycle:130 - ' Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.24 Intersection Signal Delay:61.1 Intersection LOS:E 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 maybe longer. Queue shown is maximum after two cycles. - Splits and Phases: 1:Route 5&Route 194 r g 4 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 Int Delay,s/veh 0.9 F':. Vol,veh/h 38 666 922 27 42 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 0 ' 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 Conflicting Flow All 1002 0 - 0 1447 501 ' Stage 1 - - 1002 - Stage 2 - - - - 445 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy St91 - - - 584 - 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 - HCM Control Delay,s 1 23.5 HCM LOS _ C Ming Vie/ ai© __ EBa , Capacity(veh/h) 687 - - - 235 HCM Lane V/C 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 ILanes, Volumes, Timings 2016 Background g and AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor L:a� Gr0MORON1YLlW `i1 SIti71 Yi�7 ss�a ILane Configurations tt T Volume(vph) 85 593 645 28 23 304 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 I Storage Length(ft) 200 - - - 0 0 0 - Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 I 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 IFlt Permitted 0.144 0.996 Satd.Flow(perm) 268 3539 1852 0 1623 0 Right Turn on Red Yes Yes I 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 I 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(%) I Lane Group Flow(vph) 92 645 731 0 355 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left I 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 I Detector_Template Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 I 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 00 0.0 ITurn Type Perm NA NA Prot Protected Phases 12 2 3 1 Permitted Phases 12 12 2 3 Detector Phase 12 1 2 2 3 Switch Phase Minimum Initial(s) 4.0 4.6 4.0 Minimum Split(s) 21.0 9.0 8.0 I Total Split(s) 650 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 II HCM 2010 TWSC 2016 Background AM Peak with Fed-Ex Phase 2 ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh 0.8 W- ,Vol,veh/h 526 5 50 601 8 24 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 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 Critical Hdwy Stg 1 5.42 - t Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.31$ 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 t 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 AM Peak with Fed-Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 6 523 584 101 110 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 Flt Protected 0.950 0.970 Satd.Flow(prot) 1770 1863 1825- 0 1715 0 ' Flt Permitted 0.146 0.970 Satd.flow(perm) 272 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) 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 1 2 12 2 4 Detector Phase 1 12 2 4 ' Switch Phase Minimum Initial(s) 4.0 25.0 90 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 Fed-Ex Phase 2 ' 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor 4 Y ` Maximum Green(s) 12.0 41.0 15;0 Yellow Time(s) 3.0 3.0 3.0 All-Red Tim_ a(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) 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 5.5 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 0.48 �w 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 -- 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 14 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 au .r Lane Configurations ' 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 1.00 100 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 ' Fri 0.995 0.850 0.850 0.999 Fit Protected 0.084 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 M5 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 5 774 517 420 490 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 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 Cl Cl 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 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(%) 15.16/6 15.1% 45.6% 45.H. 12.7% 12.71% 26.7% 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 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 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 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None None C-Max Act Effct Green(s) 9.6 37.0 37.0 45.2 30.1 22.7 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 0.51 0.02 0.87 0.43 0.92 0:55 Control Delay 58.8 99.8 119.1 6.3 19.4 45.7 3.7 52.1 33.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 D 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 4167 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 Area Type: Other ' Cycle Length:90 Actuated Cycle Length:90 Offset:75(83%u),'Referenced to phase 2NBSB,Start of Yellow Natural Cycle:90 ' Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay:43.4 - - 9 y Intersection M.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 Q1 Tl 02 A 4 *0's ' 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 Int Delay,s/veh 1.6 ' Vol,veh/h 32 891 827 11 17 88 ' Conflicting Peds,Or 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 0 - 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 1463 449 Stage 1 - - - 899 ' Stage 2 _ - 554 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 584 - ' 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 _ C 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 with Background PM Peak w' - 9 Fed Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility, South Windsor Lane Configurations tt ' Volume(vph) 225 684 666 23 45 172 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 0: 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Facto_r 1.00 0.95 1.00 1.00 1.00 1.00 ' Frt 0.995 0.893 Fit Protected 0.950 0.990 Satd. Flow(prot) 1770 3539 1853 0 1647 0 ' Fit 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 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 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 - - p ( ) 21.0 9.0 8.0 Total Split(s) 60.0 18.0 12.0 ' Total Split 66.7% o _ . ' 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 o p •,13 _" Maximum Green(s) 55.0 13.0 9.10 Yellow Time(s) 3.0 3.0 3.0 All-Red Time,(s) 2.0 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 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 .t- '*01 UO2 111-¢73 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 Phas e se 2 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor �Init-R"Ia`�Ts'/veh 4.1 ' Vol.,veh/h 108 615 5 8 581 23 9 1 12 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 - None Storage Length 150 - 150 - - _ _ 0 Veh in Median Storage,# 0_- 0 - 0 _ _ 0 Grade,% - 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 Confl�ctmg Flow All 657 0 0 674 0 0 1;622 1580 671 1568 4570 644 ' Stage 1 - - - - 906 906 661 661 Stage 2 - _ - 716 674. _ 907 909 _ 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 916 - - 917 - - 82 109 456 89 111 468 Stage 1 - - - - - - 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 g - - - - - 289 310 - 390 455 - ' Stage 2 _ _ - 320 450 275 309 App o�ch' HCM Control Delay,s 43.9 41.3 HCM LOS 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 Lane LOS F B A - - A - - E HCM 95th%tile Q(veh) 1 0 0 - - 0 - - 3 ' 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 AS �.. - WN 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 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 St91 - 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 Gap-2 Maneuver - - - 140 - Stage 1 491 Stage 2 450 HCM Control Delay,s 0.5 18.9 ' HCM LOS C MINE �,� J'giLSTS�Pe4YAS34EY Y �'. ' l�S!I Capacity(veh/h) 350 - - 890 - HCM Lane V/C'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 Background PM Peak with - g th Fed Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lah��, GAP � '� •s Lane Configurations t 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 Flt Protected 0.950 0.962 Satd.Flow(prot) 1770 1863 1807 0 1740 0 ' Flt 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 30 - Trailing Detector(ft) 0 0 0 p 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 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 Exhibit 15 Operational Analysis Worksheets 2016 Combined AM Peak Hour Traffic with Building 1 Lanes, Volumes, Timings 2016 Combined AM Peak with Building 1 ' 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor owe ,. lad ._,�Bi�. < ��... , ��T�sBR Lane Configurations , ' ++ �� �► ' Volume(vph) 17 34 4 498 31 434 5 409 427 303 862 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 0.97 0.95 0.95 ' Frt 0.991 0.850 0.850 0.998 Fit Protected 0.985 0.950 0.957 0.950 0.950 Satd.Flow(prot) 0 1818 0 1681 1694 1583 1770 3539 1583 3433 3532 0 Fit Permitted 0.780 0.305 0.331 0.190 0.347 Satd.Flow(perm) 0 1440 0 540 586 1583 354 3539 1583 1254 3532 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 3 308 439 1 ' Link Speed(mph) 30 30 30 30 Link Distance(ft) 1088 460 1120 1856 Travel Time(s) 24.7 10.5 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 4 541 34 472 5 445 464 329 937 13 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 59 0 270 305 472 5 445 464 329 950 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 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% 45.6% 45.6% 12.7% 12.1% 26.7% 45.6% 12.76/6 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 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 Combined AM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined AM Peak with 'Building 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 -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/La _ __ _ 9 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 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 36.1 22.7 63.7 301 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 1.22 1.27 0.50 0.02 0.50 0.37 0.55 1.07 Control Delay 44.1 159.2 177.7 4.5 19.6 32.2 1.6 24.5 84.6 ' Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u Total Delay 44.1 159.2 177.7 4.5 19.6 32.2 1.6 24.5 84.6 LOS D F F A B C A C F ' Approach Delay 44.1 94.9 16.6 69.1 Approach LOS D F B E Queue Length 50th(ft) 30 -200 --232 28 2 118 4 68 -352 ' Queue Length 95th(ft) 69 #360 #400 61 9 168 33 101 #477 Internal Link Dist(ft) 1008 380 1040 1776 Turn Bay Length(ft) _ Base Capacity(vph) 156 222 240 948 235 893 1249 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 1.22 1.27 0.50 0.02 0.50 0.37 0.55 1.07 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: 1.27 Intersection Signal Delay:62.3 Intersection LOS:E ' Intersection Capacity Utilization 59.7% 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 'G�s1 t-02 4 � ' Scannell Distribution Facility, South Windsor 12/1/2010 2016 Combined AM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 HCM 2010 TWSC 2016 Combined AM Peak with Building 1 , 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor s.$f ` Int Delay,s/veh 1 Vol,veh/h 38 726 937 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 0 ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 41 789 1018 29 13 27 2 o a Mir�nr� Conflicting Flow All 1018 0 - 0 1495 509 Stage 1 - - - - 1018 - Stage 2 - - - - 477 - 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 677 - - - 114 509 ' Stage 1 _ - - 310 Stage 2 - - - - 590 Platoon blocked,% - Mov Cap-1 Maneuver 677 - - - 102 509 Mov Cap-2 Maneuver - - - - 102 - Stage 1 _ _ 310 _ Stage 2 - - 526 HCM Control Delay,s 1 24.8 ' HCM Los C Capacity(veh/h) 677 - - - 222 HCM Lane V/C Ratio 0.061 - - 0.181 HCM Control Delay(s) 10.7 0.5 - - 24.8 ' HCM Lane'LOS B A - - C HCM 95th%tile Q(veh) 0 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined AM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 HCM 2010 TWSC 2016 Combined AM Peak with Building 1 18: Scannell West Site Drive & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh 0 ' Vol,veh/h 732 6 0 965 0 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 - 0 Veh in Median Storage,# 0 - - 0 0 - Grade, % 0 Peak Hour Factor 82 92 92 g2 92 92 Heavy Vehicles,% 2 2 2 _ 2 2 2 . ' Mvmt Flow 796 7 0 1049 p 1 - ' Conflicting Flow All 0 0 802 0 1323 401 Stage 1 - - - - 799 - Stage 2 524 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 - - 817 - 148 599 ' Stage 1 403 Stage 2 - _ 559 ' Platoon blocked, Mov Cap-1 Maneuver - - 817 - 148 599 Mov Cap-2 Maneuver - - - - 148 Stage 1 - - - - 403 ' Stage 2 559 C1 �z � HCM Control Delay,s 11 HCM LOS B Capacity(veh/h) 599 - - 817 - HCM Lane WC Ratio 0.002 - - - - ' HCM Control Delay(s) 11 - 0 HCM Lane LOS B - - A HCM 95th%tile Q(veh) 0 - - 0 - Scannell Distribution Facility, South Windsor 12/1/2010 2016 Combined AM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined AM Peak with Building 1 ' 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor RE 0 Lane Configurations 0 Volume(vph) 85 594 54 15 645 28 15 1 3 23 1 304 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 0 0 0 0 0 , Storage Lanes 1 0 1 0 1 0 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 0.987 0.994 UK 0.850 Fit Protected 0.950 0.950 0.950 0.950 Satd.flow(prot) 1770 3493 0 1770 1852 0 1770 1652 0 1770 1583 0 ' Fit Permitted 0.950 0.950 0.950 0.950 Satd. Flow(perm) 1770 3493 0 1770 1852 0 1770 1652 0 1770 1583 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 13 3 3 306 ' Link Speed(mph) 30 30 30 30 Link Distance(ft) 529 2851 1167 3707 Travel Time(s) 12.0 64.8 26.5 84.3 ' 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) 92 646 59 16 701 30 16 1 3 25 1 330 Shared Lane Traffic(%) Lane Group Flow(vph) 92 705 0 16 731 0 16 4 0 25 331 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) 24 24 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 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 2016 Combined AM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 ' Lanes, Volumes, Timings 2016 Combined AM Peak with Building 1 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 9.0 200 20.0 20.0 ' Total Split(s) 9.0 42.0 8.0 41.0 9.0 20.0 20.0 31.0 Total Split(%) 10.0% 46.7% 8.9% 45.6% 10.,0% 22.2% 22.2% 34.4% Maximum Green(s) 6.0 37.0 5.0 36.0 6.0 15.0 17.0 26.0 Yellow Time(s) 2.0 3.0 2.0 3.0 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 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min None Min Act Effcf Green(s) 5.2 38.4 5.2 32.3 6.0 7.4 7.7 95 Actuated g/C Ratio 0.08 0.62 0.08 0.52 0.10 0.12 0.12 0.15 v/c Ratio 0.62 0.33 0.11 0.76 0.09 0.02 0.11 0.66 ' Control Delay 53.6 8.0 34.3 20.0 32.9 21.2 30.3 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 Total Delay 53.6 8.0' 34.3 20.0 32.9 21.2 30.3 11.7 LOS D A _ C C - C C _ C _ B Approach Delay 13.3 20.3 30.6 13.0 Approach LOS B C C B ' Queue Length 50th(ft) 31 36 5 156 5 0 8 8 Queue Length 95th(ft) #131 168 27 #536 27 9 34 81 Internal Link Dist(ft) 449 2771 1087 3627 Turn Bay Length(ft) 200 Base Capacity(vph) 148 2244 148 1151 178 417 534 863 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductrn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.31 0.11 0.64 0.09 0.01 0.05 0.38 in�ter��ct�or�=5u��a►y `� Area Type: Other ' Cycle Length:90 Actuated Cycle Length:61.9 ' Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.76 Intersection Signal Delay: 16.1 Intersection LOS:B Intersection Capacity Utilization 70.1% 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:Scannell Main Site Drive/Rye Street&Route 194 4-- 01 02 p5 ""fib o7 08 HCM 2010 TWSC 2016 Combined AM Peak with Building 1 ' 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor Int Delay,s/veh 3.3 Vol,veh/h 103 508 10 13 581 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 - - 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 112 552 11 14 632 30 2 1 2 27 1 112 IDIOM Conflicting Flow All 662 0 0 563 0 0 1`514 1472 558 1457 1462 647 Stage 1 - - - - - - 782 782 - 675 675 - ' Stage 2 - - - - - - 732 690 - 782 787 - 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 HdwySt 2 9 _ - - - _ - - - 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 912 - - 1008 - - 98 127 529 106 129 466 ' Stage 1 _ - - - 387 405 439 453 - Stage 2 - - - - - - 413 446 - 383 403 - Platoon blocked,% - - - Mov Cap-1 Maneuver 912 - - 1008 - - 66 110 529 94 112 466 ' Mov Cap-2 Maneuver - - - - - - 66 110 - 94 112 Stage 1 - - - - - - 339 355 - 385 447 - Stage 2 - - - - - 309 440 - 334 354 ' Tx _ .. .t ' HCM Control Delay,s 37.4 34 HCM LOS E D Capacity(veh/h) 76 529 912 - - 1008 - - 260 HCM Lane V/C Ratio 0.043 0.004 0.123 - - 0.014 - - 0.539 HCM Control Delay(s) 54.5 11.8 9.5 - - 8.6 - - 34 ' HCM Lane LOS F B A - A - - D HCM 95th%tile Q(veh) 0 0 0 - - 0 - - 3 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined AM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 ' HCM 2010 TWSC 2016 Combined AM Peak with Building 1 11: West Road & Route 194 Scannell Distribution Facility,South Windsor - ' Int Delay,s/veh 0.8 ,;mot Vol,veh/h 530 5 50 616 8 24 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 576 5 54 670 9 26 Conflicting Flow All 0 0 582 0 1 M7 579 ' Stage 1 - - 579 Stage 2 - - - - 778 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 - 992 - 164 515 Stage 1 - - - - 560 - Stage 2 - - - - 453 _ ' Platoon blocked,% Mov Cap-1 Maneuver - - 992 - 150 515 Mov Cap-2 Maneuver - - - - 150 - Stage 1 - - - - 560 ' Stage 2 414 - HCM Control Delay,s 0.7 17.6 ' HCM LOS C ' Minor}Lane/M�or Capacity(veh/h) 320 - - 992 - HCM Lane V/C Ratio 0.109 - - 0.055 - ' HCM Control Delay(s) 17.6 - - 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 Combined AM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined AM Peak with Building 1 ' 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations t °� y Volume(vph) 26 527 599 101 110 68 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 0.980 0.949 Fit Protected 0.950 0.970 Satd.Flow(Prot) 1770 1863 1825 0 1715 0 Fit Permitted 0.137 0.970 , Said.flow(perm) 255 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) 28 573 651 110 120 74 Shared Lane Traffic(%) Lane Group Flow(vph) 28 573 761 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 1.60 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 90 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 Combined AM Peak with Building 1 Synchro 8 Light Report , Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined AM Peak with Building 1 15: Route 194 &Troy Road Scannell Distribution Facility,South Windsor LaneCo .. �. 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) 46.3 50.4 35.7 12.1 ' Actuated g/C Ratio 0.65 0.71 0.50 0.17 v/c Ratio 0.07 0.43 0.82 0.60 Control Delay 3.8 5.5 23.4 32.2 ' Queue Delay 0.0 0.0 0.0 0.0 Total Delay 3.8 5.5 23.4 32.2 LOS A A C C Approach Delay 5.5 23.4 32.2 ' Approach LOS _ A C C Queue Length 50th(ft) 3 84 261 69 Queue Length 95th(ft) 10 150 440 138 Internal Link Dist(ft) 568 722 7148 Turn Bay Length(ft) 85 Base Capacity(vph) 410 1483 1113 308 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 0.39 0.68 0.49 GCS' � eeE.Al•`.J' ysy£' F F �'t� �'�rc-iaa'tsu.a� i x/-- T � .'mil Area Type: Other Cycle Length:80 Actuated Cycle Length:70.7 Natural Cycle:55 Control Type:Semi Act-Uncoord ' Maximum v/c Ratio:0.82 Intersection Signal Delay: 17.6 Intersection LOS:B Intersection Capacity Utilization 54.6% ICU Level of Service A ' Analysis Period(min)15 Splits and Phases: 15:Route 194&Troy Road 4- 1 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined AM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 1 1 1 1 1 1 1 Exhibit 16 1 Operational Analysis Worksheets 2016 Combined PM Peak Hour Traffic with Building 1 1 i 1 1 1 1 i 1 ' Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations I tt if M tll Volume(vph) 29 60 4 485 52 438 5 712 490 391 451 4 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 Frt 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 0.768 0.317 0.361 0.283 0.204 Satd. Flow(perm) 0 1423 0 561 639 1583 527 3539 1583 737 3536 0 Right Turn on Red Yes Yes Yes Yes ' Satd.Flow(RTOR) 2 190 252 1 Link Speed(mph) 30 30 30 W Link Distance(ft) 1088 460 1120 1856 Travel Time(s) 24.7 10.5 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 4 527 57 476 5 774 533 425 490 4 ' Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 101 0 263 321 476 5 774 533 425 494 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 II ' 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 6 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 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% 46.70/. 12.7% 12.7%° 26.71% 46.7%- 12.7%° 26.7%° Maximum Green(s) 6.0 6.0 35.2 35.2 5.0 5.0 17.2 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 1.8 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor �m�+C;rm n ��L EBB• '�. �"�. ,y �'� .'- �.,-� 1 ,�.. ► _.t�� �B� �L: ��T ,�BBF2 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 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 20.6 62.0 27.4 20.0 ' Actuated g/C Ratio 0.10 0.42 0.42 0.50 0.30 0.22 0.69 0.30 0.22 v/c Ratio 0.74 1.11 1.19 0.53 0.62 0.98 0.46 0.95 0.63 Control Delay 70.4 121.3 145.1 7.2 19.4 64.8 4.4 58.5 35.7 ' Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.4 121.3 145.1 7.2 19.4 64.8 4.4 58.5 35.7 LOS E F F A B E A E D Approach Delay 70.4 77.3 40.1 46.2 ' Approach LOS E E D D Queue Length 50th(ft) 56 -182 -233 53 2 232 52 91 134 Queue Length 95th(ft) #139 #340 #404 104 9 #354 103 #163 187 Internal Link Dist(ft) 1008 380 1040 1776 Turn Bay Length(ft) Base Capacity(vph) 137 236 269 892 262 786 1168 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 v/c Ratio 0.74 1.11 1.19 0.53 0.02 0.98 0.46 0.95 0.63 , t n Sum MIN".ff .::� 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: 1.19 Intersection Signal Delay:54.3 Intersection LOS:D Intersection Capacity Utilization 62.3% 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: ff++1:Route 5&Route 194 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 ' HCM 2010 TWSC 2016 Combined PM Peak with Building 1 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor lnter�ection�N Int Delay,s/veh 1.7 Vol,veh/h 32 910 887 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,% Q 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 _ Mvmt Flow 35 989 964 12 18 96 Ma or•�Mr,,©ter ��.. a= } ,r _ Conflicting Flow All 964 0 - 0 1528 482 Stage 1 - - - - 964 - Stage 2 564 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 710 - - - 108 530 Stage 1 - - - - 331 - Stage 2 - - - 533 Platoon blocked, % Mov Cap-1 Maneuver 710 - - - 96 530 Mov Cap-2 Maneuver - - _ _ 96 _ Stage 1 - - - - 331 Stage 2 _ _ - - 475 A jNhr:�' �HCntrol Delay,s 0.8 23.6 HCM LOS C Capacity(veh/h) 710 - - - 306 HCM Lane V/C Ratio 0.049 - - - 0.373 HCM Control Delay(s) 10.3 0.5 - - 23.6 HCM Lane LOS B A - - C HCM 95th%tile Q(veh) 0 - - - 2 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 HCM 2010 TWSC 2016 Combined PM Peak with Building 1 , 18: Scannell West Site Drive & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh 0 f� Vol,veh/h 926 1 0 898 0 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 - _ - 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 1007 1 0 976 0 1 Conflicting flow All 0 0 1008 0 1495 504 Stage 1 - - - 1007 ' Stage 2 - - 488 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 - - 683 - 114 513 ' Stage 1 - _ 314 - Stage 2 - - - - 583 - Platoon blocked, Mov Cap-1 Maneuver - - 683 - 114 513 ' Mov Cap-2 Maneuver - - - 114 Stage 1 - - 314 - Stage 2 - - - 583 ' �tc�z�z�u�xrr.xR_.a�s�ea-�� Af HCM Control Delay,s 12 HCM LOS g ��one iul� l � �1��"► ��8�: �� � �� ��, � R. .��,�j � "�- ,� � ' Capacity(veh/h) 513 - - 683 - HCM Lane V/C:Ratio 0.002 - - - HCM Control Delay(s) 12 - - 0 - , HCM Lane LOS B - - A - HCM 95th%tile Q(veh) 0 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor LaneGXo40 mac' ., L S L ' Lane Configurations Volume(vph) 225 685 18 5 666 23 60 1 14 45 1 172 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 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 0.996 0.995 0.859 0.851 Fit Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1770 3525 0 1770 1853 0 1770 1600 0 1770 1585 0 Fit Permitted 0.950 0.950 0.950 0.950 Satd. Flow(perm) 1770 3525 0 1770 1853 0 1770 1600 0 1770 1585 0 Right Turn on Red Yes Yes Yes Yes ' Satd.'Flow(RTOR) 3 2 15 187 Link Speed(mph) 30 30 30 30 Link Distance(ft) 529 2851 1167 3151 Travel Time(s) 12.0 64.8 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 0.92 0:92 0:92 Adj. Flow(vph) 245 745 20 5 724 25 65 1 15 49 1 187 Shared Lane Traffic(%) ' Lane Group Flow(vph) 245 765 0 5 749 0 65 16 0 49 188 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) 24 24 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 Posibon(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 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 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 , 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor [c rni.n mum "W �; _ R I B', t g SBT s 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. 20.6 8.0 21.0 9.0 20.0 20.0 20.0 Total Split(s) 14.0 42.0 8.0 36.0 11.0 20.0 20.0 29.0 ' Total Split(%) 15.6% 46.7% 8.9°% 40.0% 12.2% 22.2% 22.2% 32.2% Maximum Green(s) 11.0 37.0 5.0 31.0 8.0 15.0 17.0 24.0 Yellow Time(s) 2.0 3.0 2.0 3.0 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 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min None Min , Act Effct Green(s) 10.1 43.0 5.1 32.3 7.3 6.8 8.4 7.0 Actuated g/C Ratio 0.15 0.63 0.07 0.47 0.11 0.10 0.12 0.10 v/c Ratio 0.94 0.35 0.04 0.86 0.35 0.09 0.23 0.57 , Control Delay 78.1 8.5 33.8 30.8 36.2 17.5 31.6 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.1 8.5 33.8 30.8 36.2 17.5 31.6 12.8 LOS E A C C b B - C B , Approach Delay 25.4 30.8 32.5 16.7 Approach LOS C C C B Queue Length 50th(ft) 110 76 2 292 27 0 20 0 ' Queue Length 96th(ft) #270 172 13 #582 67 18 52 55 Internal Link Dist(ft) 449 2771 1087 3071 Turn Bay Length(ft) 200 Base Capacity(vph) 260 2208 130 873 208 364 468 680 , 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 0.94 0.35 0.04 0.86 0.31 0.04 0.10 0.28 0e secftan Sena `' y " t z v Area Type: Other , Cycle Length:90 Actuated Cycle Length:68.7 Natural Cycle:100 ' Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.94 Intersection Signal Delay:26.7 Intersection LOS:C Intersection Capacity Utilization 77.1% 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 +{- '02 02 �A3 t04 07 t 08 ' HCM 2010 TWSC 2016 Combined PM Peak with Building 1 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor ' Int Delay,s/veh 4.3 r Moyerrt - Io, t L IBT �R� 4 BST SBR Vol,veh/h 108 630 5 8 586 23 9 1 12 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 - - 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 117 685 5 9 637 25 10 1 13 27 1 108 Ma© Ion s � Ida o� a' r Conflicting Flow All 662 0 0 690 0 0 1643 1601 688 1590 1592 649 Stage 1 - - - - - 922 922 667 667 - Stage 2 - - - - 721 679 923 925 - Critical Hdwy 4.15 - - 4.12 - - 7.12 6.52 6.22 7.15 6.52 6.25 Critical Hdwy Stg 1 _ 6.12 552 - 6.15 552 - 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 912 - - 905 - - 80 106 446 85 107 464 Stage - 324 349 443 457 Stage 2 - - - - - - 419 451 - 319 348 - ' Platoon blocked,% - Mov Cap-1 Maneuver 912 - - 905 - - 55 91 446 73 92 464 Mov Cap-2 Maneuver - - - - - - 55 91 - 73 92 - Stage 1 - - - - - - 282 304 - 386 452 - ' Stage 2 - - - 318 447 269 303 HCM Control Delay,s 44.8 44.2 HCM LOS E E Mnor,�Lahe/M�jox�l��tmt. ." .����BL,�L �BL"E.B " �=k ;=8• Capacity(veh/h) 57 446 912 - - 905 - - 221 HCM Lane V/C Ratio 0.191 0.029 0.129 - - 0.01 - - 0.615 HCM Control Delay(s) 82.5 13.3 9.5 - 9 - 44.2 HCM Lane LOS F B A - - A - - E HCM 95th%tile Q(veh) 1 0 0 - - 0 - - 4 Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 HCM 2010 TWSC 2016 Combined PM Peak with Building 1 , 11: West Road & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh -, 1.4 z , Vol,veh/h 655 12 32 607 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 p - ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,'% 2 2 2 2 2 2 Mvmt Flow 712 13 35 660 11 82 o W, , Conflicting flow All 0 0 725 0 1447 718 Stage 1 718 Stage 2 - _ 729 - 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 - - 878 - 145 429 ' Stage 1 - 483 Stage 2 - - - - 477 - Platoon blocked, % - - - , Mov Cap-1 Maneuver - - 878 - 136 429 Mov Cap-2 Maneuver - - - - 136 - Stage 1 483 - Stage 2 - 447 ' HCM Control Delay,s 0.5 19.4 HCM LOS C Capacity(veh/h) 342 - - 878 - HCM Lane V/C Ratio 0.27 - - 0.04 - HCM Control Delay(s) 19.4 - - 9.3 0 HCM Lane LOS C - A A HCM 95th%tile Q(veh) 1 - - 0 - Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 1 95 636 607 175 117 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 Flt Protected 0.950 0.962 Satd. Flow(prot) 1770 1863 1807 6 1740 0 ' Flt Permitted 0.109 0.962 Satd. Flow(perm) 203 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) 103 691 660 190 127 35 Shared Lane Traffic(%) Lane Group Flow(vph) 103 691 850 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 f 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 1.00 100 100 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) 150 46.0 19.0 Total Split(%) 18.8% 57.5%° 23.8% Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report Bubaris Traffic Associates 12/24/2014 Lanes, Volumes, Timings 2016 Combined PM Peak with Building 1 , 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) 49.7 53.7 38.8 11.8 Actuated g/C Ratio 0.68 0.73 0.53 0.16 v/c Ratio 0.28 0.51 0.88 0.56 Control Delay 5.9 6.1 28.6 34.7 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 5.9 6.1 28.0 34.7 LOS A A C C Approach Delay 6.0 28.0 34.7 Approach LOS A C C , Queue Length 50th(ft) 10 105 308 66 Queue Length 95th(ft) 28 198 #602 124 Internal Link Dist(ft) 568 722 5236 Turn Bay Length(ft) 85 Base Capacity(vph) 374 1433 1053 370 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 0.28 0.48 0.81 0.44 Area Type: Other Cycle Length:80 Actuated Cycle Length:73.6 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.88 , Intersection Signal Delay: 18.9 Intersection LOS:B Intersection Capacity Utilization 66.3% 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 ' Scannell Distribution Facility,South Windsor 12/1/2010 2016 Combined PM Peak with Building 1 Synchro 8 Light Report ' Bubaris Traffic Associates 12/24/2014 Exhibit 17 Summary of Traffic Crash Experience Proposed Scannell Distribution Facility 3 Years Experience, 2010 through 2012 r 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 1/1/2010 to 12131/2012 Accident Experience Detail Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor Condition, Condition 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 0 0 0 0 0 Trailer * 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 1stl2nd 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 pf 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 1stl2nd 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 = M = = M M M M M M M M M M = = r r From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 2 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 Mile Location DOT# Police Case# Contributing Lighting 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 K A B C Total West Automobile Vehicle Skidded Slowing or Traffic 0 0 0 0 0 Stopping For West Automobile None Apply Vehicle Turning Left from Proper 0 0 0 0 0 if Lane 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 1st/2nd Object Location Injuries Factor K A B C Total North Automobile None Apply Vehicle Going Straight 0 0 0 0 0 North Automobile Vehicle Stopped For Ir, Traffic Signal 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Single Unit None Apply Vehicle Turning Right from Proper 0 0 0 0 0 Truck 2 Axle 4 Lane Tires East Passenger Van None Apply Vehicle Passing Same Direction on 0 0 0 0 0 Right 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 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile Vehicle Stopped For Traffic Signal 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 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 Mile 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 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 North Single Unit None Apply ` Vehicle Turning Right from Proper 0 0 1 0 1 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 1st/2nd Object Struck 1st/2nd 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 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 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total North IAutomobile Vehicle Slowing For Stopped Vehicle 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 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 1 1 North Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 11112010 12:00.00AM until 1213112012 11:59.59 PM page 4 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 Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description 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 Rear-end 17:17 005) (SULLIVAN AVE) 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 0 0 0 0 0 North Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 1 1 North Automobile Vehicle Skidded Slowing or / Stopped Vehicle 0 0 0 0 0 Stopping For 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 p Traffic Signal K A B C Total 0 0 0 0 0 North Automobile None Apply 7 Vehicle Going Straight 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 Change Condition Same Direction AVE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor South Single Unit None Apply Vehicle Changing Lane(s)to Right K A B C Total 0 0 0 0 0 Truck 2 Axle 4 ♦, Tires 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 Fixed Object 17:34 005) 194(SULLIVAN AVE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total South Tractor Semi- None Apply Vehicle Going Straight Other On Median Divider 0 0 0 0 0 Trailer to From 11112010 12:00:00 AM until 1213112012 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 1/1/2010 to 1213112012 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 1st/2nd Object Struck 1sV2nd 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 X 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 1st/2nd Object Struck 1st/2nd 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 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 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 1st/2nd Object Struck 1st/2nd 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 rr �r r� rr r ri rr rr �r r r rr �r rr rr r rr rr rr = = = = = = = = = = = = = = r = M. From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 2 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 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 1st/2nd 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 Signal 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 1st/2nd Object Struck 1st/2nd 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 Sat Nov-06-10 South Windsor (CT route 0.00 at US 5(JOHN 1725263 201003624 Violated Traffic Dark-Lighted Dry No Adverse Angie 20:23 194) FITCH BLVD) Control 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 South Automobile None Apply Vehicle Going Straight 0 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 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 Signal 0 0 0 0 0 JK From 11112010 12:00:00 AM until IV3112012 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 of71 accidents Date Town Road Mile Location DOT# Police Case# Contributing fighting Surface Weather ColNsion 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 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Truck-Trailer None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Combination k Lane 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 1stl2nd Object Struck 1st12nd 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 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 0 0 0 0 0 Trailer A Lane r M W = ® M W = � = = M M M M From 11112010 12.00:00 AM until 1213112012 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 accidents Date Town Road Mile Location DOT# Police Case# Contributing Lighting Surface Weather Collision 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 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 0 0 West Automobile None Apply x 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 No Adverse Turning-Same 8:30 194) 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 None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Lane West Automobile None Apply Vehicle Turning Left from Improper 0 0 0 0 0 Lane 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 Condition BLVD) 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 Slowing For Traffic 0 0 1 1 2 West Automobile Vehicle Stopped For Traffic 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 Condition BLVD) 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 1 0 1 East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 I From 11112010 12:00.00 AM until 1213112012 11:59:59 PM ge 5 of 18 Rep ort 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 10 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 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 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 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 � = = = M M = = M M = s M w M M M M From 11112010 12:00:00 AM until 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 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 0.09 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 1stl2nd Object Struck 1stl2nd Object Location Injuries Factor K A B C Total * South Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For South Automobile Vehicle Stopped For d Traffic Sign 0 0 0 0 0 f'' 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 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 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 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 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 Other Utility Pole Off Road and Shoulder, 0 0 1 0 1 Stopping For Pf 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 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 Single Unit Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Truck 3 Or More Stopping For Axles East Automobile Vehicle Stopped For Turn Left 0 0 0 1 1 From 11112010 12:00:00 AM until IV3112012 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 1811654 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 K A B C Total * East Automobile None Apply Vehicle Going Straight 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 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 Traffic Signal 0 0 0 0 0 Pf 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 1st/2nd Object Location Injuries Factor K A B C Total South Single Unit Vehicle Stopped For Traffic Signal 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 From 11112010 12.00.00 AM until 1213112012 11:59:59 PM page 8 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 Jul-29-11 South Windsor (CT route 0.27 on RYE St 1811292 201102430 Following Too Daylight Wet Rain Rear-end 17:07 194) Closely 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 Vehicle Stopped For Traffic Signal 0 0 0 0 0 * South Automobile Vehicle'Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For Sat Nov-05-11 South Windsor (CT route 0.27 at RYE ST 1810860 201103564 Traffic Signal Not Daylight Dry No Adverse Rear-end 8:56 194) Operating 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 0 0 0 1 1 * West Automobile None Apply 0/ Vehicle Going Straight 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 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total * South Tractor Semi- None Apply Vehicle Turning Right from Improper 0 0 0 0 0 Trailer Lane South Automobile None Apply %if 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 1stl2nd Object Location Injuries Factor K A B C Total South Automobile Vehicle Stopped For Traffic 0 0 0 0 0 * South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 1112010 12:00:00AM until 1213112012 11:59:59 PM page 9 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 Jun-13-12 South Windsor (CT route 0.27 at RYE ST 1877825 201201867 Following Too Daylight Wet Rain Rear-end 10:59 194) Closely Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total * South School Bus None Apply Vehicle Going Straight 0 0 0 0 0 South Heavy Vehicle Vehicle Stopped For 'op Traffic Signal 0 0 0 0 0 Unclassifiable 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 1st/2nd Object Struck 1stf2nd 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 AO 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 No Adverse Rear-end 12:19 194) 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 None Apply Vehicle Turning Right from Proper 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total * West Automobile None Apply Vehicle Passing Improperly Parked 0 0 0 0 0 Vehicle West Automobile Vehicle Stopped For Stopped Vehicle 0 0 1 0 1 West Automobile Vehicle Stopped For J Traffic 0 0 0 0 0 From 11112010 12:00:00 AM unfil IV3112012 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 1stl2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Turning Left From Driveway 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 1stl2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total West Truck-Trailer Vehicle Slowing For Vehicle Turning Right from Proper 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 K A B C Total West Single Unit Vehicle Stopped For Other 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East School Bus Vehicle Stopped For Traffic 0 0 0 0 0 East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 11112010 12:00.00 AM 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 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 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 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 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 1st/2nd 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 1st/2nd 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 M From 1111201012:00:00 AM 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 of71 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 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 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 1stl2nd Object Location Injuries Factor K A B C Total West Automobile None Apply 40 Vehicle Changing Lane(s)to Left 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 K A B C Total West Automobile Vehicle Slowing For Turn Left 0 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 1st/2nd Object Struck 1st/2nd 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 1stl2nd Object Struck 1stl2nd 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 1st/2nd 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 1st/2nd 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 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 14 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 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 Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total East Motorcycle Vehicle Skidded Slowing or Vehicle Turning Left from Proper 0 0 0 1 1 Stopping For Lane West Pedal Cycle None Apply Vehicle Turning Left from Proper 0 0 1 0 1 Lane 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 K A B C Total West Unknown None Apply Vehicle Going Straight Curbing/Highway Sign,Post, Off Road and Shoulder, 0 0 0 0 0 Delineator Left/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 K A B C Total North Automobile None Apply Vehicle Turning Left From Driveway 0 0 0 1 1 East Automobile None Apply Ar, Vehicle Going Straight 0 0 0 0 0 Mon Jul-16-12 South Windsor CT route 1.55 at WEST T RD 1880142 201202257 Following Too Daylight Dry No Adverse Rear-end 15:48 194) 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 Slowing For Traffic 0 0 0 0 0 West Automobile Vehicle Skidded Slowing or Vehicle Going Straight 0 0 0 0 0 Stopping For From 11112010 12:00.00AM 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 "'7 1725285 201003551 Following Too Daylight Dry No Adverse Rear-end 9:29 194) / 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 Vehicle Stopped For Traffic 0 0 0 0 0 East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 1 1 Stopping For 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 1st/2nd 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 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 K A B C Total West Automobile Vehicle Skidded Slowing or Traffic Signal 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 1111201012:00:00 AM until 1213112012 11:59:59 PM page 16 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 Tue Sep-06-11 South Windsor (CT route 1.68 at TROY RD 1794965 201102906 Following Too Daylight Wet Rain Rear-end 18:33 194) Closely 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 Traffic Signal 0 0 0 0 0 West Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 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 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 None Apply Vehicle Going Straight 0 0 0 0 0 West Automobile None Apply -,kjk- 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 Rear-end 15:03 194) 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 Vehicle Skidded Slowing or Vehicle Turning Left from Proper 0 0 0 1 1 Stopping For Lane East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 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 K A B C Total West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 West Single Unit Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Truck 2 Axle 4 Stopping For 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 K A B C Total West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 West Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 1 1 * West Automobile None Apply -+ 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 1st/2nd Object Location Injuries Factor K A B C Total East Automobile Vehicle Skidded Slowing or Vehicle Turning Left From Driveway 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 K A B C Total West Automobile Vehicle Stopped For Traffic 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 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 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 Ve'' ype r Maneuver Prefix! Maneuver Suffix 1st/2nd ObJectlStruck 1stl2nd Object Location Injuries Factor;, * 1 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 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 , ection Ve ype aneuver Prefix( Maneuver Suffix 1st/2nd Object Struck 1st/2nd 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 ontrib. ction Veh ype Maneuver Prefix;! Maneuver Suffix 1st/2nd Object:Struck 1stl2nd Object Location Injuries 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 J P.O. BOX 1167 21 JEFFREY DRIVE n SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 MA�om� FAX:8onalsi c.com �V www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, C Rhode Island January 6, 2015 CERTIFIED MAIL Re: Sullivan Avenue Industrial Park, Regional Distribution Center 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 it 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. : 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, which will be the subject of a meeting 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)/meeting(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 hearing date of the Planning & Zoning application, please contact Michele : Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. For further information regarding the specific hearing date for the Inland Wetlands & Watercourses Application, please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. s • 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. • 3 Peter R. DeMallie President : Cc: Town of South Windsor Client • G:\jobs\3496\Docs\Applications\3496_201 5-01-06 Abutter Notice.doc Sullivan Avenue Industrial Park Parcel Owners r Mailing Site Address Owner Name Telephone Mailing Address Mailing City State Mailing Zip SCHWEIR ELIZABETH 59 SULLIVAN 59 SULLIVAN AVENUE LIVING TRUST AVE SOUTH WINDSOR CT 06074-0000 SCHWEIR LEON & EILEEN 55 RIVER 89 SULLIVAN AVENUE TRUSTEE FRONT DR#216 MANCHESTER NH 03102-0000 135 SULLIVAN AVENUE CAST MANAGEMENT LLC 860-653-4531 153 CLARK ST SOUTH WINDSOR CT 06074-0000 211 REALTY ASSOCIATES 175 SULLIVAN AVENUE LLC 860-644-1796 565 NEVERS RD South Windsor CT 06074-0000 211 REALTY ASSOCIATES 211 SULLIVAN AVENUE LLC 860-644-1796 565 NEVERS RD South Windsor CT 06074-0000 211 REALTY ASSOCIATES R004 SULLIVAN AVENUE LLC 860-644-1796 1565 NEVERS RD ISouth Windsor ICT 06074-0000 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 IN EDWARD J 10700 EVENDALE DRIVE CINCINNATI OH 45241-0000 87300233 233 SULLIVAN AVENUE IJEAN GERALD F & MARY 125 B CLIFFSIDE DR MANCHESTER CT 06040-0000 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 01/07/15 CUSTOMER#: 000000000 TIME: 08:22 CLERK: laurenlz RECPT#: 20758627 PREV BAL: TP/YR: MS/2015 AMT PAID: 3130.00 BILL: ADJSTMNT: EFF DT: 01/06/15 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 3130.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 3130.00 AMT APPLIED: 3130.00 CHANGE: .00 PAID BY: DESIGN PROFESSIONALS PAYMENT METH: CHECK PAYMENT REF: 18736 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 1-7-15 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, 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 15-03P, Regional Distribution Center Location: 135 Sullivan Ave ® Site Plan ❑ Subdivision No. Acres 16.4 Zone I ® Industrial ❑ Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 300,000 sf distribution facility 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 1/16/14 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Buonanducci, Glenn Sent: Wednesday, January 07, 2015 3:37 PM To: Zarambo, Lauren L. Cc: Custer, Scott Subject: RE: Three In House Referal Forms No issues with 005P and 06P. I will be discussing 03P on Monday with Michele. SGT. Buonanducci 156 This transmission is intended for the sole use of the individual or entity to whom it is addressed,and may contain information that is for official use only,law enforcement sensitive,privileged,confidential and/or exempt from disclosure under applicable law.You are hereby notified that any dissemination,distribution or duplication of this transmission by someone other than the intended addressee or its designated agent is strictly prohibited.If your receipt of this transmission is in error,please reply to the sender of this transmission. From: Zarambo, Lauren L. Sent: Wednesday,January 07, 2015 3:30 PM To: Asselin, Ronald; Buonanducci, Glenn; Caldwell, John; Cofrancesco, Andrea; Doolittle,Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Summers, Walter Subject: Three In House Referal Forms Please find attached In House Referral Forms for the following applications: Appl. 15-03P, Regional Distribution Center, 135 Sullivan Avenue Appl. 15-05P, Commercial Development at Evergreen Walk(Town Square) Appl. 15-06P, Residences at Evergreen Walk(Town Square) 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 1/7/2015 Page 1 of 1 Lipe, Michele From: Summers, Walter Sent: Friday, January 09, 2015 10:54 AM To: Lipe, Michele Cc: Kevin Cooney fire dept Subject: Projects Michele, 1) Met with Valerie Hodder from CT Water and Andy Krar from DPI on the Sullivan/John Fitch development this morning. All parties have come to an understanding on how to supply water to all three lots. DPI also understands the implications of certain sprinkler designs on the site layout i.e., fire pumps and water tanks. 2) I reviewing the commercial development for Evergreen Walk, I would be looking for the parking lot to tie into the North access road for the apartments instead of the dead end as shown. This would provide two access points to the development and free up access for the hydrant located on the access drive. Thanks Walter Summers-Fire Marshal Town of South Windsor 1540 Sullivan Ave, South Windsor, CT. 06074 Phone: 860-644-2511 Ext. 217 Fax: 860-644-7280 walter.summerssouthwindsor.org Please note that messages to or from the Town of South Windsor may be subject to Freedom of Information statutes and regulations. 1/9/2015 Memo To: Peter De Mallie From: Michele Lipe, Director of Planning Date: 1/14/13 Re: Appl #15-03P, Regional Distribution Center Following are Planning Department review comments. Please make the necessary revisions and submit six COMPLETE sets of revised plans. Engineering comments have been sent previously. General Comments Traffic report should be revised to address all traffic being generated from the three lots. A concept plan showing the access points should be included with the report. All proposed road improvements on Sullivan Ave and/or Route 5 associated with this site plan should be included on the site plan set. The Final Subdivision plan must be submitted creating this lot. The site plan for lot#2 should show the street tree easement and access easements per the subdivision approval Additional information related to the parking modification is being requested. Is this modification going to be detrimental for future use of building (the current proposal shows 64% impervious coverage?) Is there going to a coordinated signage plan for the lots? SOWN Sf4 TDVAn -�e ?d&U&Ot 0 w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 NOR•co TELEPHONE (860) 644-2511 February 19, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Sullivan Avenue Industrial Park, Regional Distribution Center- WPCA Approval Dear Mr. DeMallie: The South Windsor Water Pollution Control Authority, at its regular meeting on February 4, 2015, gave approval for connection to the Town's sewerage system for a proposed commercial building located at 135 Sullivan Avenue, South Windsor, CT and as more specifically shown on plans entitled "Sullivan Avenue Industrial Park, Regional Distribution Center, 135 Sullivan Avenue, South Windsor, CT, Site Plans"; prepared by Design Professionals, South Windsor, CT; Project No.: 3496; dated 1/6/2015, revised 1/30/2015; Sheets UT-1 and UT-2 "Utility Plan". This approval is subject to the following conditions: 1. There will be a sanitary sewer sampling manhole installed; 2. A draft of an easement allowing the Town access to the sampling manhole on the building sewer for monitoring purposes must be reviewed and receive the prior approval of the Town Attorney; and the drawings presented will be modified to reflect said easement; 3. A connection charge will be due in the amount of$62,500.40 for 16.4 acres at the time of connection,the rates for which will be in effect until June 30, 2015; 4. Technical approval of the Town of South Windsor Department; and 5. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, 7Rich �d Aries, Chairman L/ Water Pollution Control Authority cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer V1\4ichele Lipe, Town Planner Chris Dougan, Chief Building Inspector MEMORANDUM To: Michele Lipe, Director of Planning Jeffery Folger, Sr Environmental Planner From: Jeffrey Doolittle, Town Engineer Date: 1/21/15 RE: Application 15-03P— 135 Sullivan Ave Distribution Center Engineering has reviewed the site plan for the above application and has the following preliminary comments: 1. For a similar building the Town required an oil water separator for the building sewer because there were floor drains in the building. An oil-water separator will be required if there are any floor drains in the building. 2. In the Pond Report on page 27 of the Storm Drainage Report Appendix B, the southwest detention basin storage volume is calculated beginning at elevation 65. However, the report states that the water quality basin is to have a permanent pool and the only outlet is at elevation 67. Therefore the volume below elevation 67 is not available for stormwater storage. The detention basin sizing needs to be checked and revised so as not to include any storage volume below the normal water level. 3. In the Pond Report on page 27 of the Storm Drainage Report Appendix B, the storage volume is calculated to a maximum elevation of 73. However, the overflow elevation of the top of the drainage outlet structure is at elevation 72.70. The one foot incremental storage volume increases with height and is largest at the highest elevation. If the storage volume below elevation 67 and above elevation 70.70 is not available, then the post-development 100 year stormwater storage volume will exceed the available volume in the pond. Recheck the sizing and storage in the detention basin and revised the plans accordingly. This basin needs to retain the 100 yr storm with 1 foot of freeboard available. 4. A safe gravel access drive needs to be provided to the detention pond outlet structure so that it can be routinely inspected and the trash rack cleaned, even when the pond may be full. If the trash rack clogs and the water level reaches the emergency overflow, the downstream outlet flow may exceed the design flow. 5. The flow line elevation should be shown on the Outlet Structure detail. The top of the outlet structure should be a curb type CB top that has an open throat which provides more capacity and is less likely to clog. 6. Will the proposed discharge from the detention basin increase the base flow in the channel downstream of Rte 5? The detention basin is reducing the flow rate during storms, but what about the base flow rate between storms? The flow west from the site will be extended in duration due to the extended peak caused by 1 and increase in storage volume in the detention basin. If the base flow is increased, then measures need to be taken to stabilize the downstream channels and mitigate any further erosion and/or sediment transport downstream of Rte 5. 7. A second outlet structure from the detention basin may be considered if the base flow is increased or as a back-up if the primary outlet clogs or has any other problems. What will be the impacts if the detention basin outlet clogs and overflows as designed? 8. Are underdrains needed on site to capture the high groundwater and where would these discharge? These would replace existing tile drains. 9. The inter-lot access and drainage easements need to be shown on the plans and drafts of the documents provided for review. 10. Future ConnDOT's requirements regarding access to and from Rte 5 and Sullivan Avenue may require plan modifications. 11. Large amounts of earth excavation and fill are shown but it is not apparent if material will need to be moved on or off site. A construction schedule should be provided to ensure proper timing of E&S, use of the material from the detention basin, etc. There may be additional comments before the PZC meeting. Please contact me if you have any questions. 2 ,OWN Sfq A 70� 07e siot� V&Uaot • �� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 soR-CO TELEPHONE(860) 644-2511 January 26, 2015 Peter R. DeMallie Design Professionals, Inc. P.O. Box 1167 South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 15-03P, Regional Distribution Center- request by Scannel Properties #205 LLC for site plan approval for a 292,000 sq ft distribution facility on 16.4 acres of property, located on Lot #2 of Sullivan Avenue Industrial Park, to be known as 135 Sullivan Avenue (southerly side of Sullivan Avenue, easterly of John Fitch Boulevard), I zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, February 10, 2015 at 7:30 PM in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing 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 the Sullivan Avenue frontage for Lot #2 by Friday, January 30, 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 gO•HN Sfq O � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �J�OsoR•c°� TELEPHONE(860) 644 2511 Certified#70111570000063328284 January 28, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #15-03P—Scannell Properties#205, LLC, Sullivan Avenue Industrial Park, Regional Distribution Center,135 Sullivan Avenue Dear Mr. DeMallie: At the January 21, 2015 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #15-03P — Scannell Properties #205, LLC, Sullivan Avenue Industrial Park, Regional Distribution Center, 135 Sullivan Avenue — IWA/Conservation Commission application for an industrial site plan. The site is located southerly of Sullivan Avenue, and easterly of John Fitch Blvd (RT 5), Industrial (1) 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 January 21, 2020. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bonds shall be collected in the amount of $50,000 for installation and establishment of stormwater management structures; $50,000 for establishment and maintenance of erosion and sediment controls structures; and $25,000 for wetland mitigation creation and plantings. 5. Installation of an oil/water separator in the 24 inch pipe prior to the pond. 6. Town review of proposed easements and Declaration of Lots. 7. Conservation easement over the wetland mitigation area once it is completed which will allow routine maintenance. 8. Town Engineer's comments to be added to the revised detail plans. 9. All approvals required must be obtained and submitted prior to any activity on the site. 10. 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 P.O.BOX 1167 21 JEFFREY DRIVE ;gn SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 � SS�0111W FAX:8onalsi c.com �V www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode is/and • • LETTER OF TRANSMITTAL To: Town of South Windsor, CT Date: 1/30/2015 DPI Project No. 3496 Attn: Michele Lipe,AICP- Re: Scannell Properties Sullivan Ave, South Windsor, CT Town Planner : : 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 • 1/30/15 Revised site plans 1 1/30/15 Responses to Town Engineer comments • • • • These are transmitted as checked below: : ❑ ForApproval ❑ 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: : : Ott+ SIGNED: CC: Andrew Krar, P.E. P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,Cr 06074 PHONE:860.291.8755 FAession 2 inc.co 7 www.designprofessionalsinc.com nc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS /GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode island Narrative Statement Addendum Site Plan Application Scannell Properties#205,LLC : Regional Distribution Center Sullivan Avenue Industrial Park 135 Sullivan Avenue (Lot No.2) : South Windsor,Connecticut DPI Proj.No. 3496 January 6, 2015 Addendum January 30,2015 Since our January 6,2015 submission, we offer the following update: 1) The Sullivan Avenue Industrial Park subdivision application has been approved by the Inland Wetlands Agency and the Planning&Zoning Commission; 2) The subject site plan was approved by the Inland Wetlands Agency,the Economic • Development Commission endorsed the subject project and the three lot/three building concept,and the Architectural Design Review Committee favorably recommended the site plan with respect to-building architecture, landscape architectural elements, and exterior site lighting; 3) Design Professionals, Inc.prepared a campus-wide"Overall Concept Plan"which depicts the park's vehicular access plan,access management in conformity with the access management regulations,and site design elements in conformity with zoning. It also depicts easements for travel, including abutters and cross-lot, and easements for sidewalks, street trees, conservation, sewer, and drainage. In accordance with the subdivision approval, it shows a concrete sidewalk along the entire Sullivan Avenue frontage(2,100 lineal feet), and a cross walk on the west side of the Rye Street/Sullivan Avenue intersection. The plan conceptually depicts the layout for Lots 1 &3, and final for Lot 2; 4) On January 30 we submitted revised site plans addressing Town staff and Commission • comments(oral and written); 5) We met on several occasions with Town staff, including a review of the Overall Concept Plan when it was in draft form; 6) A final subdivision plan for Town staff review is in process and will be submitted in the near term. • G:\iobs\3496\Dots\Applications\3496 PZC Site Plan Narrative Addendum 1-30-2015.docx RECEIVED !n � � P.O.BOX 1167 JA 21 Jeffrey Drive SOUTH WINDSOR,CT 06074 �n S"WINDSOR PLANNING DEPT. PHONE:860.291.87SS FAX: 8onalsi .com 8757 www.desig nprofessionalsi nc.com ---------------------- CIVIL &TRAFFIC ENGINEERS/ PLANNERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, 6 Rhode Island January 30, 2012 Town of South Windsor, CT Attn:Jeff Doolittle, P.E. Town Engineer 1540 Sullivan Avenue South Windsor, CT 06074 • Re: Responses to Engineering Department Comments DPI No.: 3496 Dated 1 /12/15 &Comments Dated 1/21 /15 135 Sullivan Avenue Distribution Center Application 15-03P e Dear Mr. Doolittle: Our office has received your review comments dated January 12th &January 21 st of 2015. s Abbreviated responses are provided below. Refer to the Site Plans revised to January 30, 2015. e Comments (lanuary 12th. 2015): • 1. Vehicular access to the three lots are proposed to be served by four driveways consistent with your description. e 2. Shared access between the three lots is proposed. s 3. The existing access from 59 Sullivan Avenue will be closed. Vehicular access between e the lots will be closed. • 4. See sheet SP-1, proposed access easements in favor of 233 & 239 Sullivan Avenue are shown. e 5. A sidewalk is proposed along Sullivan Avenue. 6. A crosswalk is proposed. Details will be provided in the traffic signal plan to be approved by ConnDOT. Comments (lanuary 21 th. 2015): e 1. No floor drains are proposed in the building. s e • 2. The pond was modeled as a 'wet pond' such that no storage is available below elevation 67.00 (67.01 in the model). : 3. The stormwater model takes no storage volume into account below elevation 67.00 : and above elevation 73.00.The volume of the pond is larger than what is necessary to accommodate the post development 100-year storm event while providing at least 12" freeboard from the water surface elevation. • 4. Gravel access drive has been added to the plans. s 5. Flow line elevations of the outlet structure are shown on sheet D-5.The top of the outlet structure can be changed to provide a type 'C' top if necessary. • 6. The proposed condition's 'base flow' discharge from the site will very likely be less as compared to the 'base flow' conditions under existing conditions. Under existing : conditions, it is suspected that much of the 'base flow' is attributed to the the drain : system serving the farm fields, existence of which has been testified to our office by farmers that worked the fields for a many number of years. The tile drain system will be removed. • Following significant storm events, the flow to the west from the site will be extended e in duration due to attenuation resulting from the detention basin.The reduction of peak discharges will result in less potential of downstream erosion. Attached to this correspondence is a response to this comment from the project's professional Wetland & Soil Scientist, that was previously submitted to the record during the Inland Wetland Commission public hearing. 0 7. In the unlike) event both the six inch orifice and top p grate of the outlet structure clog, there will be an abundance of available storage volume within the site before spillover to John Fitch Boulevard. 8. No underdrains are proposed. 9. Inter-lot access and drainage easements are proposed and shown on Sheet SP-1. 10. Noted. e 11. With the exception of'control' fill materials such as processed aggregate base, subbase, granular fill, and structural fill, etc., it is anticipated minimal (earthwork computations indicate zero) material will be transported onto and off the site. e e • • • • e • e e . e • s e e s Zldhavequestions or require any additional information. Please feel free to contact • • • • • • 0 • o . e s • • • • • • s • • • • • 0 • • s • • • 0 • • • s • • • • e • • • • • • • • • • RI�TItAS ENYTttONMENTA�. GROUP LLC Date: January 21, 2015 To: Jeffrey H. Folger, Environmental Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Project&Location: Appl #15-03P, Sullivan Avenue Industrial Park Regional Distribution Center, South Windsor, CT I would like to provide the following comments in response to Item 6 in the Memorandum,dated 1/21/15, from Jeffrey Doolittle,Town Engineer: Item 6. Reads: "Will the proposed discharge from the detention basin increase the base flow in the channel downstream of Route 5?The detention basin is reducing the flow rate during storms, but what about the base flow rate between storms? The flow west from the site will be extended in duration due to the extended peak caused by and increase in storage volume by the detention basin. If the base flow is increased,then measures need to be taken to stabilize the downstream channels and mitigate any further erosion and/or sediment transport downstream of Route 5." Reply: Channel erosion is primarily caused by large storm events when streams carry large flows at high velocities. The outlet controls in the proposed basin will significantly reduce storm flow volume and velocity. Construction of the basin will result in diminished rates of bank erosion in the ravine. Downstream sedimentation would also be reduced. The control outlet from the basin may result in extending the periods of discharge to the stream that flows through the ravine on the west side of Route 5. Base flow for the stream would be enhanced from this. Having a longer period of stream flow would likely result in prolonging the period of saturation within the hydric soils in the ravine that would benefit the wetland vegetation. Also, aquatic animals living in the stream would benefit from the prolonged periods of streamflow. From: Thomas W. Pietras, Professional Wetland &Soil Scientist 15 Briarwood Lane EMAILTom@pietrasenvironmentaigroup.com Wallingford,Cr 06492 WEB SITE pietrasenvironmetalgroup.com 203-314-6636 Bu aris Traffic James G.Bubaris,P.E. A S S O C I A T E S Principal Plan ning•Engineering•Design January 30, 2015 Ms. Michelle R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Site Traffic Evaluation Study Proposed Sullivan Avenue Industrial Park FULL BUILD Analysis Sullivan Avenue (CT Route 194) opposite Rye Street South Windsor, Connecticut Dear Ms. Lipe: Enclosed are 15 copies of the subject traffic study for distribution to Town officials as you deem appropriate. Please let us know if you have any questions or if you require additional information regarding this matter. ,� Very truly yours, �g CONNc, Bubaris Traffic Associates Q gG�•B1/e'Tf� CO qv No.9203 Q James G. Bubaris, P.E. 0, ENs '��``�,�'` Conn. Reg. No. 9203 N�A�ENG.�`��� Principal Cc: Ms. Jill Marcotte Development Manager Scannell Properties #205, LLC 800 East 96t" Street Suite 175 Indianapolis, IN 46240 Mr. Peter DeMallie, Principal Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 PO Box 4250• Yalesville,CT 06492• Phone:203-265-8086 • Cell:203-606-4742 •)imBubaris@hotmail.com 9 Bu ba ris Traffic James G.Bubaris P.E. O C A T E S Principal ' Planning*Engineering.Design - January 30, 2015 Ms. Jill Marcotte ®r", ' Development Manager L ! D Scannell Properties #205, LLC — r" 800 East 96tt' Street M.W ` - Suite 175 _. Indianapolis, IN 46240 JAN 3 0 2015 Re: Site Traffic Evaluation Study g"WIN"pN �T. Proposed Sullivan Avenue Industrial Park ' Sullivan Avenue (Route 194) at John Fitch Boulevard (Route 5) South Windsor, Connecticut ' Dear Ms. Marcotte: Reference is made to the proposal for the ultimate development of the parcel of i ' 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 1 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. ' • 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 •JimBubaris@hotmaii.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 Lot 2 th4t.ls 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 ecember 26, 2024 as.initially submitted to ' the Town of South Windsor and the O 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; 1 1 1 1 1 Table A Development Parameters 1 FULL BUILD Proposed Sullivan Avenue Industrial Park 1 Sullivan Avenue opposite Rye Street South Windsor, Connecticut 1 Lot 1 Lot 2 Lot 3 1 Building 3 Building 1 Building 2 2018 2016 2017 TOTAL 1 Office Use (SF) 5,000 5,000 5,000 15,000 Warehouse Use (SF) 45,470 287,000 171,400 503,870 1 ----------------------- ----------- ----------- ----------- --------------- Total Building Area (SF) 50,470 292,000 176,400 518,870 1 Employee Spaces 39 50 150 239 -~ Trailer Spaces 0 25 Zs 1 ----------------------- ----------- ----------- --- ---- --------------- —— ----- Total Parking Area 39 75 150 264 1 Bubaris Traffic Associates 1 January 2015 1 1 1 1 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 impact under the full build scenario based on the assumptions outlined above, and to ' 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 siz -of the 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 8am 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. 1 r ' 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 torn 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 north bound/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 8 a 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 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% 518,870$F 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 30 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 g 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, 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 Y y 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 ' k John Fitch Boulevard(Route 5)at South Site Drive AM Pea PM Peak AM Peak PM Peak AM Peak PM Peak 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- Average Delay(seconds) 61.1 43.4 62.6 53.8 68.1 67.4 Sullivan Avenue(Route 194)at Commerce Wav 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 , Rye Street southbound approach B B B B B B -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 Trov 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 Trafflc 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 proposed West Site Drive, which will only process right-turns in and out, will operate at a very good flevel 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 Ornbined 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 Restripe 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 storage 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 ' 12 The signalized intersection of Sullivan Avenue at Troy Road will remain at overall ' 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 Please 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 ' 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. 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 i WB NB/NB SB I SB Total EB/NB EB I 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 2015 ' 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 Main Site proposed 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 jpavement 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 subseq uent 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 1 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 p o the subject study area is essentially satisfactory, ' 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 corvNFCT%,, Bubaris Traffic Associates .p 9203 No. James G. Bu�'• baris, P.E. ' per•.</CENSEO. Conn. Reg. No. 9203 '�1. s 0NA1.E� . 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 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) 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 ' I 1 I ) I l I Page 1 of 1 +You Search Images Maps Play YouTube News Gmail More , Sign in w All Man tik ps 201'1 r �'`: RYe�l�arkfiomes Open apace s t Y - AIdi:Distribution Center:,*,_ r� i '` 'Untitled layer of ' y�'�✓. C.� ... _.. .. ...... ,```R V-1� Wentivorth Estate-- Open Space aneeley's Nanquet, and C ig O� v (1 4A Qy. �! Morgan.rar Open Spa( Ck # �t'� a0kit11 V Ur r 3a Dairy Queen ■� NW://WWw. leMI1/rMPs/dOMwcWMid�YNMDY 7)MWauNALWMQOMe=Uo 003/311M M 1 i 1 i 1 1 1 1 1 i Exhibit 2 Site Plan Sullivan Avenue Industrial Park iSouth Windsor, Connecticut 1 1 i 1 i 1 i 1 MAP REFERENCE: P�P �py'n e 1 wD, TAKEN E)OSTIN FRO''PROPERTY&DITIONS MATION TOPOGRAPRCH ON SURVEY.IS PLAN 8 1 rmu'0"ava/w.wsm SULLIVAN AVENUE&JOHN FITCH BOULEVARD,SOUTH y asw svrvavaeae R1NDSOR,CT,PREPARED BY DESIGN PROFESSIONALS,INC., ` irAaat neon DATED 10/27/14.PREPARED FOR SCAN..PROPERTIES. FUTURE INDUSTRIAL BUILDING rer aixornrs[swzrorrsxw (SHORN FOR RLUSiRATVE PURPOSES ONLY) �O� \ A^ ew awrea crowm a. ES7INATE6 GROSS FLOOR AREA=b0A70 SF. \ \ �` 3a' VEHICULAR PARKING=39 STALLSg �- 1\ uamww,awasvzazs os.� ,��''g 1\1 #. 1 7C a semmv[ci mv. INTERNAL CONNECTION TD LOT#I F 1 f N` 1iPFR®1 tt 11 _ _�✓- RIGHT-IN/RIGHT--OUT DRIVEWAY 1PIs5 1 tii ` 1 A CERMIABIE AREA I - ;, f j#�#)# #i#I m BOUNDARY EIL M EASTING LEFT TURN LANE 9�Ti11 12'RIDE DECMM71ON LANE 1 y �1l3 iti�{ AMC SIGNAL �� exv meB0.Yru"'ra:om (/ 1 r���j / .`•J`_ i#�.�' I!lit#/ / - as p, R 51 Ra \ ` ) �J RES7RIPE FOR N TURN i 1 1 INTERNAL CONNECT /70 LOT ` $ RNpLT-M/AIGNT-OUT DRIVEWA 1 Pso - �tIGHTzIt� IGHT-OUT DRIV6YIAY (FUTUREC01:jl DEVELOPMENT) 1 1 <avam°v ra'ai+''nmoM r.:` `(FUTURE�OT#3 DEVELOPMENT) s s �� 12'RIDE DECEI.ERAnON LAN � •��t�: J N (FUTURE LOT#1 DEVELOPMENn 1 1 warm ouuzTr BUILDING#I PRwo�o olssweunoN "' C 2 a A' L 1 BASIN a'M y. [Nr��C[eiOM 1 292,O1LL15QL`— CllARE FEET '•.•• \ 6 to 1 FF.°a20 .. ^T i LOT#2 t!,?.^;` 18 RAIfER AWaNG SfaILS '@Fl 715,463 SQ.FT. 'Tj R a 11 1` 16.425 ACRES •!t j `J OPM NE BUILDING 12 ,\ 4 L0T 43.FT. Q 5 OSTA CERTIFIABLE AREA 6G3,7G6-` SQ C2 BOUNDARY 1 1 s.,'��•. '�J DR 13.859 OR tawAra awe (� ]. t 1 - m LFR P KING STA 7 A CERIMABIE AREA BOUNDARY 4 e p ` C 3 vmv«easw,nrammWvNm ru&q NO!PP«a4eR sgea FUTURE INDUSTRIAL BUILDING gg ONL ESTIMATED GROSS FLOOR AREA=-178.400 S.F. S t jal A VEHICULAR PAMNG a 150 STALLS 38 1iN11 boat RNa To_c. oa«uuaq avert span ssaW we4�.o»an zumo uA>o sosvu Tanswmsu.,an zrsow Usaw sopzP nasm OSTA CERTIFIABLE AREA 411�M 42W APPLICANT: BOUNDARY Scannell Properties#205,L.LC Is 800 East 96th St,Suite 175 ^a Indianapolis,IN 46240 T— 317-218-1666 N PROPERTY OWNERS. ' '�'� `„og"c"o'�"• Elizabeth Schwelr Living Trust Cast Management LLC !s>x.se, �� / - •'>c 59 SullivanAvenue s°'o . -, So Clark Street O a TOTAL OSTA OER7DIABLE AREA 38.BY Adt&S 5a:a -°i;,= South Windsor,CT 06074 South Windsor,CT 06074 '} PROPOSED DEYELMMENTS SHOW ON LOT#I&lAT -`j[ Leon 6 Eileen Schwelr Trustee 211 Realty Associates LLC #3 ARE DDNCFPIUAL Y OSTA .,enlox«E;.o' S5 River Front Dr.#216 565 Nevera Road d .y Manchester,NH 03102 1 South Windsor,CT 06074 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut to w 0 E 430 L 28 12 862 288 31 25 12 27 304 23 28 103 1 25 �-- 568 �-- 601 68 110 101 �► 487 �► ~ 922 645 4 13 i— 50 41 t* 584 17 38 85 103 --* f (♦ 526 —► --) r 26 34 —► 5 409 382 666 —► 593 —► 504 --► 2 1 2 5 --� 8 24 523 —► 4 10 —i 7 d� Exhibit 3 2016 Background AM Bubaris Traffic Associates Peak Hour Traffic Volumes with Fed-Ex Phase 2 January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut w ® v M E Q 423 t- 23 4 451 386 a- 52 88 17 11 172 45 23 99 1 25 - 581 - 602 32 117 175 4) t* 440 4J t ~ 827 4) ► f— 666 J 8 i- 32 Aj 602 29 32 225 108 4-1 t f* 640 —► '*� r* 95 60 —► 5 712 476 891 —► 684 —► 615 9 1 12 12 --� 10 75 621 --► 4 --i 5 -i LO 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 Q 447 — 29 12 897 300 ♦ — 32 26 12 28 316 24 29 107 1 26 591 625 70 114 105 41 1 i— 506 tj t► 1~ 959 4j �► f— 671 lo� 14 52 .4j {► 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 L 10 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 46) ® >1 E C Q 440 t- 24 5 469 401 -- 54 92 18 11 179 46 24 103 1 26 s-- 604 626 33 121 183 t 458 4j, 4 ~ 860 41 L► 4-- 693 t* 8 f- 33 4) 626 31 33 -2-7= 112 -�, t (► 666 -► 4-) r 99 62 --► 6 740 495 927 -► 711 --► 639-► 9 1 12 12 - 10 78 646 5 6 zt 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) 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 10 9 36 t - t— t-- �► i- 27 F-- 36 �-- 36 f- 36 t - 36 j (� ~ 36 36 4 - 36 129 --► 01 4 —► t f* 7 —► - ► 102 138—► 9 i 1 49 —► 36 4 49 3 7 7 —► 81 to 9 A t 117 t 49 t 1• 1 1 40 3 ® e _ N C � t r' South Sits Ddve w 102 7 7 -► SITE Exhibit 9 Bubaris Traffic Associates Full Build Site-Generated AM Peak Hour Traffic Volumes January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor,Connecticut to w 3 E o 456 29 L 29 12 897 336 32 26 12 28 316 24 4 - 670 107 1 26 t-- 676 - 661 70 114 105 Is i- 533 994 1022 36 4 - 735 1* f- 14 i- 52 .41 to, ~ 643 18 40 833 --► (► 88 (i 644 —► 107 --+ 4l T (1' 552 —► 27 35 —► 6 426 494 825 —► 4 -i 1 665 --► 36 4 49 3 530 - ► 2 1 2 6 8 25 550 5 Z 81 � 10 ® co co L 4- t r-' South Site®rive 925 11 11 --► SITE Exhibit 11 2018 Combined AM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes January 2015 Sullivan Avenue Industrial Park Sullivan Avenue Opposite Rye Street South Windsor, Connecticut $ N E 469 24 t- 24 5 469 410 54 92 18 11 179 46 4 692 103 1 26 a— 613 - 635 33 121 183 I► 545 *j t* - 976 4 987 r 9 725 4 j 1* 8 i- 33 4) t ~ 635 31 33 977 234 774 112 T (i 692 - ► 99 62 —► 6 743 521 960 --► 1 3 725 116 16 13 10 666 - ► 9 1 12 12 10 78 671 5 21 6 3 3 N t r' South Site Drive ME 1267 3 3 SITE Exhibit 12 2018 Combined PM Full Build Bubaris Traffic Associates Peak Hour Traffic Volumes iiiii� �■ iii� i� � � i� ■� � i� � � i• � � � �■ i� i• 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. Exhibit 15 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 ��► �� ,� Volume(vph) 17 34 4 487 31 430 5 409 382 288 862 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 0.97 0.95 0.96 ' Frt 0.991 0.850 0.850 0.998 _ Flt Protected 0985 0.950 0.958 0.950 0.950 Satd. Flow(prot) 0 1818 0 1681 1695 1583 1770 3539 1583 3433 3532 0 Fit Permitted 0.783 0.305 0.332 0.190 0.347 1 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) 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) 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 r 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 00 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) 11.6 116 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% 12.71/o 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 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 AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report Bubaris Traffic Associates 12/23/2014 ' Lanes, Volumes, Timings 9 2016 Background AM Peak with Fed-Ex Phase 2 ® 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Cane�G�oy t; ESL , rtB� � - i3- BT' R SB SBA SBR 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 3.0 3.0 Recall Mode None None None None None None C-Max None No C-Max Act Effct Green(s) 9.3 37.0 37.0 45.2 30.1 22.7 63.1 301 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 6.39 1.19 1.24 0.49 0.02 0.50 0.33 0.52 1.07 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 0.0 0.6 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 Approach LOS D 69.6 F g E Queue Length 50th(ft) 30 -192 -224 27 2 118 0 64 -352 Queue Length 95th(ft) 69 #350 #390 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 l`���sertio S-,!�Aa Area Type: Other Cycle Length:90 Actuated Cycle Length:90 - _ Offset:75(83%),Referenced to phase 2:NBSB,Start of Yellow Natural Cycle: 130 - ' Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.24 - Intersection Signal Delay:61.1 Intersection LOS:E ' 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 Lim ' 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 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 0 _ ' 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 a ► e M oCp4pp� _�. Conflicting Flow All I ou 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 HCM Control Delay,s 1 23.5 , - HCM LOS Capacity(veh/h) 687 - - - 235 HCM Lane V/C 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 , Timings 2016 Background AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor Im Lane Configurations ♦t t ' Volume(vph) 85 593 645 28 23 304 ® Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 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 3M9 1852 0 1623 0 Flt Permitted 0.144 0.996 Satd.Flow(perm) 268 3539 1852 0 1623 0 -- Right Turn on Red Yes Yes Satd.Flow(RTOR) 5 330 ' Link Speed(mph)p � p.) 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 p 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 p 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 4.0 4.0 Minimum Split s p 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 Fed-Ex Phase 2 ' _ 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor 4" 1 Maximum Green(s) 60.0 8.0 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) 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 120. 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, 'p p ty,queue may be longer. Queue shown is maximum aftertwo cycles. Splits and Phases: 7:Route 194&Rye Street 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 ® 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor M6' ay,s/veh 3.2 _ Vol,vehlh 103 504 10 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 Sfop Stop RT Channelized - - None - - None - - None - one Storage Length 150 - - 150 Veh in Median Storage,# - 0 - _ 0 0 _ 0 Grade, % 0 _ _ 0 O _ - 0 - Peak Hour Factor 92 92 92 g2 92 2 92 92 92 92 92 92 Heavy Vehicles,% 5 2 2 2 2 5 2 2 2 59 2 5 Mvmt Flow 112 548 11 14 617 30 2 1 2 27 1 112 Conflicting Flow All 648 0 0 559 0 0 1494 1453° 553 1439 1444 633 Stage 1 777 _777 661 661 - Stage — 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 3346 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 - HCM Control Delay,s 36.2 32.5 HCM LOS E . D ' I�no�Lanel�.ajo'xN�' • , 1 �1- ,:" 6 ' ,8� , n Capacity(veh/h) 79 533 924 - - 1012 - - 267 HCM Lane V/C Ratio 0.041 0.004 0.121 - - 0.014 - 0.525 HCM Control Delay(s) 52.5 11.8 9.4 8.6 - - 32.5 HCM Lane LOS F B A - - A - - D 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 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor - Int Delay,s/veh 3.2 Mo A e i' NB B B NCRjBf Vol,veh/h 103 504 10 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 - - None ' _ - - None Storage Length T50 - - _ 150 - 0- _ _ Veh in Median Storage,# 0 _ 0 _ - Grade,% - _ - 0 - - 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 112 548 11 14 617 30 2 1 2 27 1 112 fyla� o h o WMi 7LF2 AA « Conflicting Flow All 648 0 0 559 0 0 1494 1453 553 1439 1444 633 Stage 777 777 661 661 Stage 2 - _ 717 676 778 783 - Critical Hdwy 4.15 - - 4.12 - 7.12 6.52 6.22 7 78 783 6.25 ' Critical Hdwy Stg 1 - - _ 6.12 5.52 6.15 5.52 Critical Hdwy Stg 2 - - - - - - 6.12 5.52245 6.15 5.52 Follow-up Hdwy 2. ' 2.218 _ . ` - - - 3.518 4.018 3.318 3.545 4.018 3:345 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 - - - - - 343 358 393 454 - Stage 2 316 447 336 355 - ,4p roach HCM Control Delay,s 36.2 A HCM LOS "E D Capacity(veh/h) 79 533 924 - - 1012 - - 267 -- HCM Lane V/C Ratio 0.041 0.004 0.121 - - 0.014 0.525 HCM Control Delay(s) 52.5 11.8 9.4 8.6 - 32.5 HCM Lane LOS F B A - - A - _ D _ 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 -: Int Delay,s/veh 0.8 x. Vol,veh/h 526 5 50 601 8 24 t Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None -- Storage Length_ p 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 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 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 - - 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 Capacity(veh/h) 327 - - 996 - HCM Lane WC Ratio 6.106 - 0.055 HCM Control Delay(s) 17.3 - - 8.8 0 t HCM Lane LOS C - - A A HCM 95th%tile Q(veh) 0 - - 0 - s , ® 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 Fed_ Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor I IN man 1. Lane Configurations t '� ►� 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 A 25 25 ® Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Fri: - 0.980 . 0.949 Fit Protected 0.950 0.970 Satd.Flow(prot) 1770 1863 1825 0 1716 0 Fit Permitted 0.146 0.970 Satd.Flow(perm) 272 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) 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 CREx 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 e 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) 150 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 Pe - ,g g Peak with Fed Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor i! MINOR, 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) 4.6 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 5.5 22.7 K8 Queue Delay 0.0 0.0 0.0 0.0 , - Total Delay 31 6.5 22.7 31.8 LOS A A 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 0.48 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 �-- 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 Lane Configurations , �• � ,� Volume(vph) 29 66 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 1.06 1.60 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 , Frt 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 , Flt 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 5 774 517 420 490 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 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 6 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 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% 12.76/6 12.7% 26.7% 45.60% 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 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 Phas e se 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor ' -�` -► 'fir f' '� �- ""� * � �' I Lost Time Adjust(s) -2.6 -2.8 -2.8 -2.4 2.4 -2.8 -2.8 2.4 -28 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) 9.6 37.0 31.0 45.2 30.1 2V 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 0.51 0.02 OR 0.43 0.92 0.55 Control Delay 58.8 99.8 119.1 6.3 19.4 45.7 3.7 52.1 33.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 D' C Approach Delay _ 58.8 _ 62.3 28.8 41.8 Approach LOS E E C p Queue Length 50th(ft) 55 -155 -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 p 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 r 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 k1 1 #1-o2 4 �38 ' 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 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 _ 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 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 , PpP.lLa�� HCM Control Delay,s 0.8 21.3 iK ' HCM LOS _ C -_ 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 PM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor A, Lane Configurations I tt Y Volume(vph) 225 684 666 23 45 172 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 0 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 0.905 0.893 Fit Protected 0.950 0.990 Satd. Flow(prot) 1770 3539 1868 0 1647 0 ' Fit Permitted 0.192 0.990 Satd.Flow(perm) W8 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 Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 18 18 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 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) 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 _ ,t e >= y Maximum Green(s) 55.0 1 13.0 9.0 _ Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 2.0 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 10.8 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 U5 0.56 0.53 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 ' 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 8: Route 194 & Kennedy Road Scannell Distribution Facility, South Windsor C. !r_erg ems, Int Delay,s/veh 4.1 - - _ e ` , ft-N Objffij SBR Vol,veh/h 108 615 5 8 581 23 9 1 12 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 - - 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 117 668 5 9 632 25 10 1 13 27 1 108 Conflicting Flow All $57 0 0 674 0 0 1622 1580 671 1568 1570 644 - Stage 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 916 - - 917 - 82 109 456 89 111 468 Stage 1 - - - - - 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 - - - - - 289 310 - 390 455 - ' Stage 2 - - _ - 320 450 - 275 309 - ' HCM Control Delay,s __ 43.9 41.3 HCM LOS E E a 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 Lane LOS F B A - - A - E HCM 95th%tile Q(veh) 1 0 0 - - 0 - _ 3 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 Int Delay,s/veh 1.4 Vol,veh/h 640 12 32 602 10 5 ' 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 r 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 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 Background PM Peak with Fed-Ex Phase se 2 15: Route 194 &Troy Road Scannell Distribution Facility,South Windsor 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 100 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 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 OR Maximum Green(s) 12:0 40.0 96.0 " 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) 49.2 53.2 38.4 11.9 Actuated g/C Ratio 067 073 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 , 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=- *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 ' 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 tt �� �� 101 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 1.00 1.00 0.96 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 1 Frt 0.989 0.850 0.850 0.998 Flt 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 Flt 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 1 Link Speed(mph) 30 30 30 30 Link Distance(ft) 1088 848 1120 1856 Travel Time(s) 24.7 19.3 _ 25.5 _. 1 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 83 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 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 Detector Template 1 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 00 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 1 Total Split(%) 15.1% 15.1% 44.4% 44.4% 12.7% 12.7% 27.86% 44.46/. 12.76/6 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 AM Peak with Fed-Ex Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lost Time Adfust(s} 2.6 -2.8 -2.8 -2.4: -2.4 2.8 -2.8 -2.4 =2.8 Total Last Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 LeadlLag Lead Lead Lag Lead Lag ' Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3A 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 36.0 36.0 44.2 31.1 23.1 63.7 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 0.52 0.03 0.50 0-M b.54 106 Control Delay 44.8 161.3' 179.6 5.3 19.0 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 b.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 C A C F, ' Approach Delay 44.8 95.8 A 16.9 67.7 pproach LOS D 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 1 1040 1776 Turn Bay Length(ft) Base Capacity(vph) 155 225 243 927 234 932 1247 606 931 Starvation Cap Reductn b 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Ca Reductn 9 p 0 0 0 0 b -0 b 0 0 ' Reduced v/c Ratio 0.41 1.22 1.28 0.52 0.03 0.50 0.35 0.54 1.06 M �,pe: 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 g y 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 ' 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 - 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 2 2 2 2 - Mvmt Flow 43 753 1042 30 13 28 Conflicting Flow All 1042 0 - 0 1506 521 fl 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 _ p Capacity(veh/h) 663 - - - 219 HCM Lane V/C Ratio 6.066 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 AM Peak with Fed-Ex Phase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor 'A -0'. 4" , Lane Configurations ++ T+ Volume(vph) 88 617 671 29 24 316 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length(ft) 200 0 _ 0 0 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 M39 1852 6 1623 0 Fit 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 0.92 092 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 56 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 6.6 0.0 6.0 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 13.6 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 2.0 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) 47.7 47.7 35.5 8.5 Actuated g/C Ratio 0.14 0.74 0.55 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 529 Starvation Cap Reductn 0 0 0 0 , Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced ft 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 Del ay: 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 , "401 :':;2 1*03 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 ' Int Delay,s/veh 3.8 �oJ..e ...a►>ti :, : - .._ g �1 NCR S'B ��R Vol,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 _ _ 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 o inor Conflicting Flow All 674 0 0 580 0 0 1555 15U 575 1497 1502 658 Stage 1 - - - - - - 808 808 - 689 689 - Stage 2 - - - 747 704 808 813 ' Critical Hdwy 4.15 - - 4.12 - - 7.12 6.52 6.22 7.15 6.52 6.2552 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.16 5. - 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 99 122 459 Stage 1 - - - - - 375 394 431 446 Stage 2 - - - - - - 405 440 - 370 392 - Platoon blocked,% - 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 39.7 38.6 ' HCM LOS E E 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 Lane LOS F B A - - A - - E 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 NO now. Int Delay,s/veh 0.8 WMA Vol,veh/h 547 6 52 625 8 25 - r Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None r Storage Length - - - - 0 _ Veh in Median Storage,# 0 0 p Grade,% 0 0 0 _ Peak Hour Factor 92 92 92 92 92 92 r 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 r 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 _ r HCM Control 1 Delay,s 0.7 � 18.1 HCM LOS _ _ C �ir�4 a ajo r Capacity(veh/h) 311 - - 976 - HCM Lane WC Ratio 0.115 - '0.058 r HCM Control Delay(s) 18.1 - - 8.9 0 HCM Lane LOS C - - A A HCM 95th%tile Q(veh) 0 - - 0 - 1 1 Scannell Distribution Facility,South Windsor 12/1/2010 2018 Background AM Peak with Fed-Ex Phase 2 Synchro 8 Light Report r Bubaris Traffic Associates 1/26/2015 r . ' Lanes, Volumes, Timings 2018 Background AM Peak with Fed-Ex Phase 2 12: Rye Street & Troy Road Scannell Distribution Facility,South Windsor 1 .. t Lane Configurations 1� Volume(vph) 0 0 0 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane lJtil. Factor 100 1.00 1.00 1.00 1.00 1.00 Frt Flt 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(uph) 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 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 i Area Type: Other _ Control Type:Unsignalized Intersection Capacity Utilization 0.0% ICU Level of Service A Analysis Period(min)15 ' Scannell Distribution Facility,South Windsor 1211/2010 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 0.9180 0.949 Flt Protected 0.950 0.970 Satd.Flow(prot) 1770 1863 1825 0 1715 0 ' Fit Permitted 0.131 0.970 Satd.Flow(perm) 244 1863 1825 0 1715 0 Right Turn on Red Yes Yes. r 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 Extend_(s) 0.0 00 0.0 0.0 , Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 ab ao 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 1 Minimum Initial(s) 4.0 26.0 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 1211/2010 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 ' 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 0:66 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 Delay 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) 568 722 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 0 Reduced v/c Ratio 007 0.40 0.70 0.51 ;Intsegig�µo5, MIN, 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 belay: 18.0 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 .F=- Al - 0z 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 Phase 2 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 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 1.00 0.97 0.95 0:95 Frt 0.994 0.850 0.850 0.999 Flt Protected 0.984 0.95Q 0.961 0.950.. 0.950 Satd.Flow(prot) 0 1822 0 1 1681 1701 1583 1770 3539 1583 3433 3536 0 ' Flt 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 00 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 15.8 11.4 218 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%° 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 ' 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: Route 5 & Route 194 Scannell Distribution Facility,South Windsor OEM J O -2.6 -2.8 2.8 2.4 2. ' Lost Time Adjust s ` - - - 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-Lag Optimize? Lead Lead Lag Lead La Vehicle Extensions) 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) 9.6 37.0 37.0 44.4 27.4 20.6 61.0 VA 20.0; Actuated /C Ratio ' 9 0.11 0.41 0.41 0.49 0.30 0.22 0.68 0.30 0.22 v/c Ratio 0.69 1.07 1.15 0.54 0.03 1.02 0.46 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 ' 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 D Approach Delay 62.1 67.8 45.9 ' Approach£OS E E 49.0 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 #171 195 Internal Link Dist(ft) 1008 768 1040 1776 ' Turn Bay'Length(ft) Base Capacity(vph) 154 233 268 889 254 786 1165 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 v/c Ratio 0.69 1.07 1.15 0.54 0.03 1.02 0.46 0.98 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: 1.15 Intersection Signal Delay:53.8 Intersection LOS:D Intersection Capacity Utilization 63.0% 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 I'st2 R ! 1004 -`11*08 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 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor �It,�s �=n ' Int Delay,s/veh 1.7 be B Vol,veh/h 33 927 860 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 0 ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 36 1008 935 12 20 100 Conflicting Flow All 935 0 - 0 1511 467 ' Stage 1 ' - Stage Critical Hdwy 4.14 - - - 6.84 6.94 1 Critical Hdwy Si 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 ' HCM Control Delay,s 0.$ 23.4 HCM Los C Capacity(veh/h) 728 - - - 313 .. . ... .._.. . ... . 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) 0 - 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 , 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor f` -► Lane Configurations ) ++ A Volume(vph) 234 711 693 24 46 179 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 200 0 0 0 ' 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 0.995 0.893 Fit Protected 0.950 0.990 Satd.Flow(prot) 1776 3539 1853 0 1641 0 , Fit Permitted 0.197 0.990 Satd.Flow(perm) 367 3539 1853 0 1647 6 Right Turn on Red Yes Yes Satd.Flow'(RTOR) 4 185 ' 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) 254 773 753 26 50 195 Shared Lane Traffic(%) Lane Group Flow(vph) 254 773 779 0 245 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 1.60 in 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 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) 60.6 18.0 12.0 ' 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 ' Bubaris Traffic Associates 1/26/2015 1 Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Ph ase 2 7: Route 194 & Rye Street Scannell Distribution Facility,South Windsor MEN ' Maximum Green j(s) 55.0 13.0 9.0 Yellow Time(s) 3.0 3.0 3.0 All-Red Time(s) 2.0 2.0 0.0 ' Lost Time Adjust(s) -1.0 -1 A 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 1208 423 ' Starvation Cap Reductn_ 0 0 0 p Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 088 0.28 0.64 0.58 Area Type: Other _ % WWI, ' 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 aci exceeds capacity,queue maybe longer. Queue shown is maximum after two cycles. Splits and Phases: 7:Route 194&Rye Street sal -'M`ts2 1111.03 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 DelayM/veh 5.1 4 ItR I Vol,veh/h 112 639 6 8 604 24 9 1 12 B 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 . 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 k m 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 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 0.1.36 - 0.01 - - 0.676 HCM Control Delay(s) 91.7 13.4 9.6 - - 9.1 - - 52.1 ' 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 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 11: West Road & Route 194 Scannell Distribution Facility,South Windsor terectionNOW Int Delay,s/veh 1.5 Moeme j B_ B 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 - 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 724 13 36 680 11 85 MEMOM Im t n _ 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 ' Stage 2 _ 435 _ ' HCM Control Delay,s 0.5 20 HCM LOS _ C Capacity(veh/h) 335 - - 869 - HCM Lane WC Ratio 0.286 - 0.041 - _ ' 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 Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Phase 2 ' 15. Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations ~� � � � p° ' Volume(vph) 99 646 626 183 121 33 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 85 _ _ 0 0 0 ' Storage Lanes _. 1 p 1. 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.969 0.671 _ ' Fit Protected 0.950 0.962 Satd. Flow(prot) 1770 1863 1805 0 1740 0 Fit Permitted 0.107 0.962 ' Said. Flow(perm) 199 1863 1805 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 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) 108 702 680 199 132 36 Shared Lane Traffic(%) Lane Group Flow(vph) 108 702 879 0 168 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 6 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 2018 Background PM Peak with Fed-Ex Phase 2 Synchro 8 Light Report ' Bubaris Traffic Associates 1/2 612 0 1 5 ' HCM 2010 TWSC 2018 Combined AM Peak with FULL BUILD 20: Route 5 & Scannell South Site Drive Scannell Distribution Facility,South Windsor Int Delay,s/veh 0 ' Vol,veh/h 0 1 925 11 D 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 0 100 Veh in Median Storage,# 0 p Grade, % 0 0 _ _ 0 ' Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow _ 0 1 1005 12 0 1560 Mi" or sr Fng Flow All 4785 503 0 0 1005 0 ' Stage 1 1005 Stage 2 780 _ Critical Hdwy 6.84 6.94 _ 4.14 ' Critical Hdwy Stg 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 Aprp cra�c��� , a� HCM Control Delay,s 12 ' HCM LOS - B _ ' Milo Lake'or �� N Capacity(veh/h) - - 514 685 - HCM Lane WC Ratio - - 0.002 HCM Control Delay(s) - - 12 0 - HCM Lane LOS - - g q _ HCM 95th%tile Q(veh) p 0 1 ' 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 art- _ BIFSCR ' 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 0 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 0.850 0.998 Flt Protected 0.984 0.950 0.957 0.950 0.950 Satd.Flow(prot) 0 1813 0 1681 1694 1583 1770 3539 1583 3433 3532 0 Flt 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) 1088 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 0.02 0.92 0.92 0.92 0.92 0.92 0.92 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 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 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 00 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+pA ' Protected Phases 8 4 1 t N _ 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(%) 15.1% 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 Peak with FULL BUILD 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor ' Maximum Greens 7.0 7.0 Imam, O 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) 3.0 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 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 0:33 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 5.3 197 32.5 2.5 26:6 98.9 LOS p F F A B C A C F Approach Delay 45.0 1026' 16.4 79.4 Approach LOS p F B E Queue Length 50th(ft) 32 -217 -251 35 3 1214 19 76 -376 Queue Length 95th(ft) 72 #381 #424 73 12 175 53 112 #503 ' Internal Link Dist(ft) 1008 380 852 1776 Turn Bay Length(ft) 150 150 Base Capacity(vph) 154 231 249 942 235 893 1244 583 892 ' Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 D 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 ' 1i'fe onggji Area Type: 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 tyUtilization 61.6% ICU Level of Service 6 Analysis Period(min)15 Volume exceeds capacity, p ty,queue is theoretically infinite. Queue shown is maximum after two cycles. ' # 95th percentile volume exceeds capacity, p ty,queue may be longer.. - Queue shown is maximum after two cycles. Splits and Phases: !!1:Route 5&Route 194 kl T'I'02 AZI 's�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 HCM 2010 TWSC 2018 Combined AM Peak with FULL BUILD , 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor M eMIn� Delay 1110111�1.1 Y Vol,veh/h 40 825 994 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 , Storage Length _ _ - - 100 0 Veh in Median Storage,# 0 _ 0 _ 0 _ Grade, % p 0 - 0 ' Peak Hour Factor 92 92 92 g2 92 92 Heavy Vehicles,% 2 2 2 2 _ 2 _ 2 Mvmt Flow 43 897 1080 30 13 28 Conflicting Flow All 1080 0 0 1615 540 Mum- Stage 1 - - - 1080 ' Stage 2 - -_ _ _ 535 _ 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 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 ' 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 Peak with FULL BUILD 18: Scannell West Site Drive & Route 194 Scannell Distribution Facility,South Windsor Ie�se�t'ia�a 1 _ Int Delay,s/veh 0 Vol,veh/h 833 -4 0 1022 0 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 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 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 - - - - 584 _ 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 A ra`ac}a _ HCM Control Delay,s 11.5 ' HCM LOS B Capacity(veh/h) 552 - - 744 - .......... HCM Lane WC Ratio 0.002 - - ' 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 Bubaris 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 L W� Lane Configurations Volume(vph) 86 665 81 36 670 29 36 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 0 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 0.984 0.994 0.880 0.850 Fit Protected 0.950 0.950 0.950 0.950 Said.Flow(Prot) 1770 3483 0 1770 1852 0 1770 1630 0 mo 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 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 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 6.0 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 Peak with FULL BUILD 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility,South Windsor Mnase 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 0.0 20.0 20.0 20.0 Total Split s - P ( ) 9.0 41.0 9.0 41.0 9.0 20.0 20.0 31.0 Total Split(%) 10.0% 45.66/. 10.0% 45.6% 10.0% 22.20% 22.26% 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 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 0.6 -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 3.0 3.0 3.0 3.0 3.0 3.6 3.0 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 0.0 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 _ C B Approach Delay 18.3 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) 200 150 ' 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 Fnfi r, ection S m 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, -p p ty,queue may be'longer. ' Queue shown is maximum after two cycles. Splits and Phases: 7:Scannell Main Site Drive/Rye Street&Route 194 01 oz 3 1 o4 HCM 2010 TWSC 2018 Combined AM Peak with F 'ULL BUILD 22: Scannell East Site Drive & Route 194 Scannell Distribution Facility,South Windsor Int Delay,s/veh 0 Vol,veh/h 644 49 0 735 p 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 _ p 0 Grade, % p 0 0 , Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 700 53 0 799 p g 3.�Y Conflicting Flow All 0 0 753 0 1526 727 - Stage 1 - _ _ - ' 727 Stage 2 - - - 799 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - _ - 5.42 ' Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy _ 2218 _ 3.518 3.318 Pot Cap-1 Maneuver - - 857 - 130 424 ' Stage 1 _ 478 Stage 2 _ _ 443 _ _ Platoon blocked,% Mov Cap-1 Maneuver - 857 - 130 424 ' Mov Cap-2 Maneuver - - 130 - Stage 1 - _ 478 Stage 2 - _ _ 443 HCM Control Delay,s 13.6 ' HCM LOS B Capacity(veh/h) 424 - - 857 HCM Lane WC Ratio 0.008 - HCM Control Delay(s) 13.6 - - 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 , Bubaris Traffic Associates 1/26/2015 Lanes, Volumes, Timings 2018 Background PM Peak with Fed-Ex Phase 2 15: Route 194 & Troy Road Scannell Distribution Facility South Windsor _Y ■-- t� Maximum Green(s) 12.0 40.0 16.0 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) 50.4 54.4 39.5 12.1 ' Actuated g/C Ratio 0.68 0.73 0.53 0.16 v/c Ratio 0.30 0.52 0.91 0.57 Control Delay 6.8 6.3 31.3 -- M.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 6.8 6.3 31.3 34.8 LOS A A C C ' Approach Delay 6.4 31.3 34.8 Approach LOS A C C 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 v/c Ratio 0.29 0.51 0.87 0.43 Intes'r ectionSa Y`. � 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 -q0 1 24 ' 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 1 Exhibit 19 ' Operational Analysis Worksheets 2018 Combined AM Peak Hour Traffic with Full Build ' HCM 2010 TWSC 2018 Combined AM Peak with FULL BU ILD 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor ' Int Delay,s/veh 4.7 _ _ _ WM Vol,veh/h 107 530 10 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 I ' RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 - - _ 0 _ Veh in Median Storage,# - 0 _ _ 0 _ o _ 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 1 116 Ma off/ �koi N 11 NO NO Q ' 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 5.52 - 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 t 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 - e 2 Stage _ - - - - - - 252 393 - 314 335 - HCM Control Delay,s 48 51.5 HCM LOS _ E F - Capacity(veh/h) 57 513 834 - 988 - - 214 HCM Lane V/C Ratio 0.057 0.004 0.13.9 - 0.015 - - 0.681 HCM Control Delay(s) 72 12 10 - - 8.7 - - 51.5 HCM Lane LOS F B B - - A _ F HCM 95th%tile Q(veh) 0 0 0 - - 0 - - 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 HCM 2010 TWSC 2018 Combined AM Peak with FULL BUILD ' 11: West Road & Route 194 Scannell Distribution Facility,South Windsor c © _ Int Delay,s/veh 0.9 UAMM .. i 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 D 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 _ jko L ` Capacity(veh/h) 299 - - 971 - HCM Lane V/C Ratio 6.12 - 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 ' Bu baris 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 3, �-- Lane Configurations + T+ ' Volume(vph) 27 550 643( _ 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 Ftt 0.981 0.949 Fit Protected 0.950 0.970 ' Satd. Flow(prot) 1770 1863 1827 0 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 6.92 0.92 6.92 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 92 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 00 0.0 ' Turn Type pm+pt NA NA Prot Protected Phases 1 12 2 4 Permitted Phases 1 2 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 ' Exhibit 20 Operational Analysis Worksheets 2018 Combined PM Peak Hour Traffic with Full Build HCM 2010 TWSC 2018 Combined PM Peak with FULL 'BUILD 20: Route 5 & Scannell South Site Drive Scannell Distribution Facility,South Windsor Melay, Mlveh 0 Vol,veh/h 0 3 1267 3 0 1019 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop free Free Free Free RT Channelized - None - None - None Storage Length - 0 1'pb 0 Veh in Median Storage,# 0 _ _ 0 Grade,% 0 0 - - 5 _ Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 3 1377 _3 0 1108 Conflicting Flow All 1931 689 0 0 1377 0 ' Stage 1 1377 - _ Stage 2 554 Critical Hdwy 6.84 6.94 4.14 - Critical Hdwy Stg 1 5.84 _ Critical Hdwy Stg 2 5.84 - _ _ _ _ Follow-up Hdwy 3.52 3.32 - 2.22 Pot Cap-1 Maneuver 58 388 - - 494 Stage 1 199 - - _ Stage 2 539 _ Platoon blocked,% Mov Cap-1 Maneuver 58 388 - - 494 - Mov Cap-2 Maneuver 58 - _ _ _ _ Stage 1 199 Stage 2 539 HCM Control Delay,s 14.4 ' HCM L0S -6 Capacity(veh/h) - - 388 494 - HCM Lane V/C Ratio 0.008 HCM Control Delay(s) - - 14.4 0 HCM Lane Los B 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 Lanes, Volumes, Timings 2018 Combined PM Peak with FULL BUILD 1: Route 5 & Route 194 Scannell Distribution Facility,South Windsor Lane Configurations Volume(vph) 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 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 Fri: 0.994 0.850 0.850 0.999 Fit 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 ' Fit Permitted 0.752 0.321 0.362 0.264 0.204 Satd. Flow(perm) 0 1392 0 568 641 1583 492 3539 1583 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 0.92 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 18 16 Two way Left Turn Lane Headway Factor 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 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 60 56 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) 00 0.0 0.0 0:0 0.0 00 0.0 0.0 00 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 00 ' 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 6.0 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 WOWS— Maximum Green(s) R 6.0 6.0 35.2 35.2 5.0 5.0 172 35.2 50 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) 3.0 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 0.30 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 78.2 165.1 192.1 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 78.2 104.4 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 386 782 1776 t Turn Bay Length(ft) 150 150 Base Capacity p ty(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 v/c 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 ' 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 5: Route 194 & Commerce Way Scannell Distribution Facility,South Windsor MW/ve y 2 ' voi,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 Grade, % - 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 Ma oLr�M`o —, ' Conflicting Flow All 1061 0 0 1654 530 Stage 1 - - - - 1061 - Stage 2 593 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, % _ ' Mov Cap-1 Maneuver 652 - - - 77 493 Mov Cap-2 Maneuver - - - 77 - Stage 1 - - - 294 Stage 2 448 Appno�acla 4 ' HCM Control Delay,s 1 29.8 HCM LOS - _ _ D ' Nlinor�La►�el�,a1o �'� �B- - - ' 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 WINE Int Delay,s/veh 0 �RMMS 3z , Vol,veh/h 977 1 0 987 0 3 Conflicting Peds,#/hr D 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 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 B lUlrt�a 4�ane��,a-j,•ra �lv�t ��L_�n., �� �i�R Capacity(veh/h) 492 - 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 FU LL BUILD 7: Scannell Main Site Drive/Rye Street & Route 194 Scannell Distribution Facility, South Windsor ' Lane Configurations I tT I T T+ 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 0 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 0:996 0.995 0.858 0.851 Flt Protected 0.950 0.950 0.950 0.950 ' Satd. Flow(prot) 1770 3525 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 1853 0 1770 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 6.92 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 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 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 1 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 0.0 0.0 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 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 g ' 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 s 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 8.6 21.0 9.6 no 20.0 20.6 Total Split(s) 15.0 42.0 8.0 35.0 15.0 20.0 20.0 25.0 ' Total Split(°/u) 16.7%u 46.7%u 8.9% 38.9% 16.7% 22.2%u 22.2%u 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 3.0 2.0 3.0 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 .3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min None Min , Act Oct 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 0.98 0.53 0.07 0.24 0.69 ' 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 , Approach Delay 27.2 52. C B 9 36.3 17.7 Approach LOS C D p 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 6 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 Itft_ o � YY .13i Area Type: Other ' Cycle Length:90 Actuated Cycle Length:73.4 Natural Cycle: 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 FU LL 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 02 1*03 f 04 07 � 438 t ' 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 1 Mey,s/veh 0. No Vol,veh/h 774 13 0 725 0 10 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 92 92 Heavy Vehicles,'%o 2 2 2 2 2 2 Mvmt Flow 841 14 0 788 p 11 mmi Conflicting Flow All 0 0 855 636 848 Stage 1 - 0 1848 ' 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 - - 785 361 Mov Cap-2 Maneuver - - - 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 0.03 _ _ 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 FULL BUILD 8: Route 194 & Kennedy Road Scannell Distribution Facility,South Windsor l er1:1WO n 0 Int Delay,s/veh 5.5 Vol,veh/h 117 666 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 92 9 Peak Hour Factor 2 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 M ��ors_ Conflicting Flow All 692 0 0 730 0 0 1724 1681 727 1668 1671 679 Stage 1 - - - - - 971 971 - 697 697 - Stage 2 - - - 753 710 971 974 - 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 6.52 - 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 - - - - - - 262 286 368 438 - ' Stage 2 - _ _ 297 433 -_ 250 285 - HCM Control Delay,s 53.3 57.4 HCM LOS F F Capacity(veh/h) 48 424 889 - - 874 - - 200 HCM Lane V/C 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 1 ' 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 Int Delay,s/veh 1.5 Vol,veh/h 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 ' Storage Length 0 _ Veh in Median Storage,# 0 0 0 -- Grade,%q 0 - _ 0 0 ' 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 Stage 1 759 Stage 2 - - _ 762 Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - 5.42 - 1 Critical Hdwy Stg 2 - - - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 848 - 430 406 , Stage 1 _ Stage 2 _ _ _ 130 461 Platoon blocked, % _ Mov Cap-1 Maneuver _ 848 121 406 , Mov Cap-2 Maneuver 121 - Stage 1 - - ' - - - 462 - Stage 2 ' - - - 429 - HCM Control Delay,s 0.5 21 ' HCM LOS C Capacity(veh/h) 320 - - 848 - HCM LaneV/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 FULL BUILD 15: Route 194 & Troy Road Scannell Distribution Facility,South Windsor Lane Configurations .� � � Volume(vph) 99 671 635 183 121 33 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 0.071 Fit Protected 0.950 _ 0.962 Satd.Flow(prot) 1770 1863 1807 6 1740 0 ' Fit Permitted 0.105 0.962 Said.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 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 100 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 00 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) 4.6 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 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) 51.1 55.1 40.1 12.0 Actuated glC Ratio 6.68 0.73 0.53 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 D ' Queue Length 50th(ft) 11 117 340 69 Queue Length 95th(ft) 35 217 #646 129 Internal Link Dist(ft) 568 722 5D6 ' Turn Bay Length(ft) _ 85 Base Capacity(vph) 365 1399 1029 361 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 0.36 0.52 0.86 0.47 ' 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 ' :t� 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 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 Date Town Road Mlle Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description Factor r Condition Condition 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 1st/2nd 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor K A B C Total South Automobile None Apply Vehicle Turning Left from Proper 0 0 0 0 0 PP 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 1st/2nd Object Struck 1st/2nd 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 1111201012:00:00 AM unfil 121311201211:59:59 PM page 2 of 4 Report Generated 9/29/2094 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 Mile Location DOT# Police Case# Contributing Lighting 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 0 0 0 0 0 it Lane 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 1st/2nd Object Location Injuries Factor * K A B C Total North Automobile None Apply Vehicle Going Straight 0 0 0 0 0 North Automobile Vehicle Stopped For r Traffic Signal 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor East Single Unit None Apply Vehicle Turning Right from Proper K A B C Total Truck 2 Axle 4 Lane 0 0 0 0 0 Tires * East Passenger Van None Apply Vehicle Passing Same Direction on 0 0 0 0 0 Right Wed May-04-11 South Windsor (US route 42.49 at SULLIVAN AVE 1774411 201101381 Following Too Daylight Wet Rain 12:25 005) 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 None Apply Vehicle Going Straight 0 0 0 0 0 From 11112010 12.00.00 AM until 1213112012 11:59.59 PM page 3 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 15 accidents Date Town Road Mile Location DOT# Police Case 9 ' 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 1 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 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor * South Automobile None Apply ` Vehicle Turning Left from Proper K A B C Total 0 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 1st/2nd Object Struck 1st12nd Object Location Injuries Factor * North Automobile Vehicle Slowing For .0Stopped 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile None Apply Vehicle Going Straight K A B C Total 1 0 0 0 1 * North 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 4 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 accidents Road Mlle Location DOT# Police Case# Contributing Lighting Surface Weather Collision Type Description 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) Conditions Rear-end Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries North Automobile Vehicle Stopped For Traffic Signal K A B C Total North Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 0 0 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 Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries North Automobile Vehicle Stopped For K A B C Total pP � Traffic Signal North Automobile None Apply 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 Change AVE) 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 Truck 2 Axle 4 01, Vehicle Changing Lane(s)to Right 0 0 0 0 0 Tires 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 Fixed Object 17:34 005) 194(SULLIVAN AVE) Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor 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 1213112012 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 t I to 12131/2012 Accident Experience Dotail Report Date Town Road Mlle 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 1st/2nd Object Struck 1st/2nd 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 1stl2nd 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 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 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 1st/2nd Object Struck 1st/2nd 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 1213112012 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 accidents Date` 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor * West Automobile K A B C Total None Apply Vehicle Going Straight 0 0 0 0 0 West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 10 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor * West Automobile K A B C Total Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For West Automobile Vehicle Stopped For it 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 1st/2nd Object Struck 1sU2nd 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 k Vehicle Going Straight 0 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 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor * West Automobile None Apply Vehicle Going Straight K A B C Total 0 0 0 0 0 West Automobile Vehicle Stopped For Traffic Signal 0 0 0 0 0 From 11112010 12.00:00 AM until 121311201211:59:59 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 Co111sion 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 Factor 1st/2nd Object Location Injuries West Truck-Trailer None Apply Vehicle Turning Left from Proper K A B C Total 0 0 0 0 0 Combination Lane * 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 South Automobile None Apply Vehicle Going Straight K A B C Total 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 West Automobile Vehicle Stopped For Traffic Signal K A B C Total0 0 0 1 1 * West Automobile None Apply 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 West Automobile Vehicle Stopped For Traffic Sign K A B C Total 0 0 0 0 0 * West Tractor Semi- None Apply Vehicle Turning Left from Proper 0 0 0 0 0 Trailer Lane 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 accidents Surface Weather Collision 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 1sfi2nd Object Struck 1st/2nd Object Location Injuries West Automobile Vehicle Stopped For K A B C Total pp Traffic Signal * West Automobile None Apply x Vehicle Going Straight 0 0 0 0 0 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 No Adverse Turning-Same 8:30 194) FITCH BLVD) Maneuver Condition Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1stl2nd Object Struck 1st/2nd Object Location Injuries West Automobile None Apply K A B C Total PP Y Vehicle Turning Left from Proper 0 0 0 0 0* Lane West Automobile None Apply Ix 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 8:24 194) (JOHN FITCH No Adverse Rear-end BLVD) Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st/2nd Object Struck 1st/2nd Object Location Injuries * K West Automobile Vehicle Slowing For Traffic A B C Total y West Automobile Vehicle Stopped For rl 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 1stl2nd Object Struck Factor 1st/2nd Object Location Injuries * K A B C Total East Automobile None Apply Vehicle Going Straight 0 0 1 0 1 East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 1001 From 11112010 12:00:00 AM until 12/31/2012 11:59:59 PM �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 Mlle 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 East Single Unit None Apply Vehicle Changing Lane(s)to Right K A B C Total 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 South Automobile None Apply Vehicle Turning Right from Proper K A B C Total0 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 East Automobile None Apply Vehicle Going Straight K A B C Total 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 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor East Automobile None Apply Vehicle Going Straight K A B C Total 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 unfil 1213112012 11:59:59 PM page 6 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 Surface Weather Collision Typpeaccfdents, Description Factor Condition Condition Wed Nov-03-10 South Windsor (CT route 0.09 at COMMERCE 1726282 201003589 Following Too Daylight Dry No Adverse Rear-end 16:35 194) WAY Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1stl2nd 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 to Traffic Sign 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 Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 1st12nd 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 201003896 Driver Lost Control Daylight Dry No Adverse Fixed Object 13:21 194) WAY 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 Other K A B C Total Stopping For Utility Pole Off 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 Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix Factor 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 01 0 0 0 1 1 From 1111201012:00:00 AM until 121311201211:59:59 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 Opposite Condition 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 Total 0 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 11:11 194) Condition Fixed Object 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 )orVehicle 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 Factor 1st/2nd Object Location Injuries 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 From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 8 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 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 0 0 0 0 0 Stopping For Sat Nov-05-11 South Windsor (CT route 0.27 at RYE ST 1810860 201103564 Traffic Signal Not Daylight Dry No Adverse Rear-end 8:56 194) 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 0 0 0 1 1 West Automobile None Apply „/ Vehicle Going Straight 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 0 0 0 0 0 Trailer Lane 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 unfit 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 Date Town Road Mile Description DOT# Police Case# Contributing Lighting accidents Surtace Weather' Collision Type 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 Factor 1st/2nd Object Struck 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 * South Automobile None Apply Vehicle Going Straight K A B C Total South Automobile Vehicle Stopped For 0 Traffic Signal 0 0 0 0 0 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 1st/2nd Object Location Injuries Factor West Automobile None Apply Vehicle Turning Right from Proper K A B C Total Lane 0 0 0 0 0 * West Automobile None Apply pf 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 1stl2nd Object Struck Factor 1st/2nd Object Location Injuries * K A B C Total West Automobile None Apply � Vehicle Passing Improperly Parked 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 M = = = = r = = = = = r i M From 1111201012:00:00 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 K A B C Total South Automobile None Apply Vehicle Turning Left From Driveway 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 K A B C Total West Truck-Trailer Vehicle Slowing For Vehicle Turning Right from Proper 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 K A B C Total East School Bus Vehicle Stopped For Traffic 0 0 0 0 0 East Automobile None Apply Vehicle Going Straight 0 0 0 0 0 From 11112010 12:00:00 AM 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 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 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 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 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 1stl2nd 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 1st/2nd 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 M M = M = = = r M M M M M From 1111201012.00.00 AM 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 West Automobile Vehicle Stopped For Vehicle Turning Left from Proper K A B C Total0 0 0 0 0 Lane West Automobile None Apply Vehicle Going Straight 0 0 0 0 0 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 A B C Total Left 0 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 1st/2nd Object Struck 1st/2nd 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 1stl2nd 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 1st/2nd 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 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 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 Mile Location DOT# Police Case# Contributing Lighting accidents Surface Weather CoINslon Type Description Factor Condition Condition Fri May-13-11 South Windsor (CT route 1.55 at WEST RD 1 1774399 201101498 Failed To Grant Daylight 14:07 194) Right Of Way Dry No Adverse Turning- Condition Opposite Direction Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st/2nd Object Location Injuries Factor 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 „r Delineator Left/Off Road and I' 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 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 / .--1 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# Polite Case# Contributing Lighting Surface weather CoIlls accidents Type Description Factor Contlttion Condition Mon Nov-01-10 South Windsor (CT route 1.68 at TROY RD '�7 1725285 201003551 Following Too Daylight Dry No Adverse Rear-end 9:29 194) l Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck Factor 1stl2nd Object Location Injuries 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 -Xn. 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 1st/2nd Object Struck Factor 1st12nd Object Location Injuries * 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 -A- 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) A 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 1st/2nd Object Struck Factor 1stl2nd Object Location Injuries South Automobile Vehicle Stopped For Traffic Signal K A B C Total0 0 0 0 0 * South Automobile None Apply Vehicle Going Straight 0 0 0 0 0 M M M M M M M M = M = = 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 accidents Date Town Road Mlle Location DOT# Police Case# Contributing Lighting 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 Wet Rain Rear-end 18:33 194) Closely 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 Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 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 Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1stl2nd Object Location Injuries Factor West Automobile None Apply Vehicle Going Straight K A B C Total 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 Rear-end 15:03 194) Closely Condition 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 0 0 0 1 1 Stopping For Lane East Automobile Vehicle Skidded Slowing or Stopped Vehicle 0 0 0 0 0 Stopping For 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 1st/2nd 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 0 0 0 0 0 Truck 2 Axle 4 Stopping For 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 Mile Locatlo6 DOT# Police Case# Contributing Ligfiting, Surface Weather CoUislon Type Description Factor Condition;;: C,onditlon Mon Nov-12-12 South Windsor (CT route 1.68 at TROY RD 2020254 201203607 Following Too Daylight Dry 10:54 194) No Adverse Rear-end Closely Condition Contrib. Direction Veh Type Maneuver Prefix Maneuver Suffix 1st/2nd Object Struck 1st12nd 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 - 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 1st/2nd Object Location Injuries Factor West Automobile Vehicle Stopped For Traffic K A B C Total 0 0 0 0 0 * West Automobile None Apply mac' 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 * East Automobile None Apply Vehicle Going Straight K A B C Total0 0 0 0 0 East Automobile Vehicle Stopped For . Vehicle Turning Left from Proper 0 0 0 0 0 Lane M M M M = = = = M From 11112010 12:00:00 AM until 1213112012 11:59:59 PM page 18 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 Tue May-08-12 South Windsor (CT route 1.69 50 feet E of TROY 1860535 201201433 Following Too Daylight Wet Rain 17:33 194) RD Closely Rear-end Contrib ection V ype aneuver Prefix: Maneuver Suffix 1 st/2nd Ob Factor 7 jecEiStruck 1stl2nd Object Location Injuries K A B C Total * West Automobile None Apply Vehicle Going Straight West Automobile Vehicle Stopped For Traffic 0 0 0 0 0 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 Contd ection Ve ype aneuver Prefix !Maneuver Suffix i 1 st/2nd Object Factory JectStruck 1stl2nd Object Location Injuries' 1 East Passenger Van 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 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 Contrib4, ection Ve ype fip�llaneuver Prefix_ I Maneuver Suffix 1stl2nd Objecf Struck 1st/2nd Object Location Injuries' Factor a K A B C Total West Automobile Vehicle Stopped For Traffic " West Automobile Vehicle Stopped For Stopped Vehicle 0 0 0 0 0 * West 0 0 0 0 0 Automobile Vehicle Skidded Slowing or Stopped Vehicle Stopping For 0 0 0 0 0 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 Connectrcvt, Massachusetts, *Rhode is/and • • • • LETTER OF TRANSMITTAL • • To: Town of South Windsor, CT Date: 2/2/2015 DPI Project No. 3496 Attn: Michele Lipe,AICP- Re: Scannell Properties Sullivan Ave, South Windsor, CT Town Planner WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • • • • COPIES . , • . DESCRIPTION 6 . 1/30/15 Revised site plans • 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: ER REC ....,R • "O F18 0 3 ?015 . 5Qll1�l WiND&0�pt,A(�q[++Iti I7�PT. • • • SIGNED: CC: Andrew Krar, P.E. MEMORANDUM To: Michele Lipe, Director of Planning From: Jeffrey Doolittle, Town Engineer Date: 2/7/15 RE: Application 15-03P— 135 Sullivan Ave Distribution Center Engineering has reviewed the revised site plan dated 1-30-15 for the above application and has the following preliminary comments: 1. Change the detention basin outlet structure top to a CB type C double grate type 2 top so it has a throat which provides more capacity and is less likely to clog. 2. The Public Improvement specifications call for detention basins to have an emergency overflow spillway or secondary outlet to be used in the event the primary outlet clogs. Provide a secondary outlet basin or structure from the detention basin. This can be tied into the exist 24" RCP and CB along Rte 5 north of the primary outlet. 3. 1 suggest underdrains be planned for in the event they are needed due to high ground water around the building and in utility trenches. 4. The traffic report recommends two outbound lanes in the main site driveway at the intersection of Rye Street, that extend into the site and provide 125 feet of storage. The two outbound lanes shown are only 60 feet long before they intersect with the E-W cross property driveway. Show an additional 65 feet of storage for these outbound lanes in the center site driveway. 5. The location of the sanitary sewer easement on sheet SP-1 and the sanitary sewer connection on sheet UT-1 do not match. These need to be corrected so they are the same. 6. Provide a sanitary manhole near the street for monitoring and inspection with an easement for access to the Town. 7. Include a note that clay stops are to be installed if groundwater is encountered in the sanitary sewer lateral trench. 8. The sidewalk along Sullivan Ave should be 6 or more feet away from the curb, but can be as close as 4 ft if necessary due to utility conflicts. 9. Where the sidewalk wraps around into the main site driveway it should be separated from the driveway by a 4 ft buffer strip or snow shelf. If this is not possible, it needs to have an integral concrete curb, 6 inches high. 1 Andy Krar From: Jim Bubaris DimbubarisQa hotmail.com] Sent: Monday, February 09, 2015 1:20 PM To: Jeff Doolittle Cc: Andy Krar;Jim Bubaris Subject: Sullivan Avenue Industrial Park Hi Jeff: Design Professionals asked me to respond to your comment no. 4 regarding your review of the subject site plan regarding the queue/storage capacity on the proposed main drive outbound approach: The main site drive intersection has an internal intersection immediately south of it with 3 approach legs. Whatever queue extends beyond the 65 feet between that intersection and Sullivan Avenue, will be stored on any of the three approach legs to that internal intersection, each leg coming from one of each of the three buildings. Each of these three legs should be stop-controlled. The inbound approach from Sullivan Avenue should flow freely so that there are no back-ups onto Sullivan Avenue. Therefore, there is more than adequate storage capacity available on-site at the main site drive intersection. Let me know if any questions, Jim James G. Bubaris, P.E. Bubaris Traffic Associates, Inc. PO Box 4250 Yalesville, CT 06492 Phone: 203-265-8086 Cell: 203-606-4742 E-Mail: JimBubaris@hotmail.com 1 Page 1 of 3 i Lipe, Michele From: M. Saud Anwar[mailer_response@emailcounts.com]on behalf of M. Saud Anwar [saud.anwar.swtc@gmail.com] Sent: Monday, February 09, 2015 2:50 PM To: DepartmentHeads Subject: South Windsor-Economic Development-Thoughts on a new project Email not displaying correctly?view in your browser. The Future of South Windsor...Economic Development Economic Development... There is a parcel of land at the junction of Route 5 and Sullivan Avenue which has recently generated controversy among a group of town residents. I am aware of their concerns and fully respect their position. Therefore, I have tried to address their needs and consider the greater good of the entire community. Sometimes, this can be a daunting task. History... The land has been designated for industrial use for over 30 years. The landowners have been trying to sell this property for more than 22 years. The town development plan, which includes this property, was established with the aid of public input. The State of CT has lagged behind most of the United States relative to regaining jobs that were lost after the 2008 financial crisis. Our region is better than the rest of the state, but still is behind many if not most of the United States Scannell Properties has purchased this land with the intent of constructing 3 buildings for industrial use, over time. The developer has worked closely with our town personnel to be certain that all aspects of the project comply with all zoning laws. Income Potential... The approximate annual revenues that the town would receive from this purchase/project exceed $ 400,000. The annual tax revenue is 2/10/2015 Page 2 of 3 anticipated to be in the range of$200,000. Personal property taxes would be about quarter million dollars each year. The building permits and other fees maybe over $200,000 range. Listening to Public Concerns... The primary issues that have been voiced by residents include truck noise, traffic and retaining the character of the Main Street intersection. These are valid points. After listening to objections voiced by members of the public, I requested a meeting with the developers and our citizen group to discuss their concerns. The developer flew from Colorado for this meeting. She willingly accepted the various requests from community members to go above and beyond the town's existing regulations in order to reduce the impact of the development. It appears that these concessions were not enough to satisfy some of our citizens. The Tax Burden... We are about to start discussions on the annual town budget. The Capital projects committee has requested an extra $1.2 million and our superintendent of schools initial budget request is $3.2 million dollars beyond last year's request. We do not yet have the towns operating budget request or our debt services requirements, yet. It appears that the actual requests may be in the total range of$5 million more than last year. I am well aware that many of our citizens are on fixed income and have limited resource. They simply cannot continue to pay higher taxes each year. The way we have been able to keep our schools and town one of the finest in our State has been by providing resources from economic development. The Decision-Making Process... I empathize with our concerned residents. I take my responsibility as leader very seriously. I am obliged to consider both the short and long terms effects of my decisions. After a great deal of listening, discussion and consideration, I have come to the conclusion that this project is in the best interests of our town. I appreciate the developer's willingness to go beyond the legal expectations of our town by investing in projects which will preserve our town's unique character. These include: projects to historical sites, creating a walkway and bikeways for alternative travel and recreation. Politics and Leadership... 2/10/2015 Page 3 of 3 f Leadership is not a popularity contest. I know my position will not satisfy everyone. Having stated my view it remains for the Planning and Zoning to approve this project. I believe that timely and favorable voting for this development project can provide jobs, economic opportunities, and continued investment in education, the town's infrastructure and ongoing needs without increasing tax burden on our residents. I am hoping that tomorrow the loth of February after the 730 PM public hearing (where I am sure all concerned will come), P and Z will vote to move forward with this development. Mayor Saud Anwar South Windsor Subscribe to the M. Saud Anwar mailing list M. Saud Anwar- Updates, South Windsor, CT 06074 FIII logo M. Saud Anwar Updates, South Windsor, CT 06074 EXPRESS EMAIL.MARKEHNG M. Saud Anwar, Updates, South Windsor, CT 06074 Unsubscribe Privacy policy share, WTWea 2/10/2015 Appl #15-03P, Regional Distribution Facility Site Plan Public Hearing, 2-10-15 Planning Department Report 1. Request for site plan approval for a 292,000 sq ft distribution facility on 16.4 acres of property, located on the recently created Lot#2 of Sullivan Avenue Industrial Park, to be known as 135 Sullivan Avenue, I zone. 2. The maximum impervious coverage allowed is 65%, 65% proposed. Proposed building height is 40 feet; 40 feet allowed. F-en a e 7_98 fPPt' ml n l ml�m a�t owad i n 4et. xrrxxc D o--���.. �a� YT"T` 3. The parking requirement for this site based on the zoning regulations for the warehouse and office breakdown is 273. spaces. The plan calls for 50 spaces and the developer is requesting a modification to the number of parking spaces (223 spaces) in accordance with Section 6.4.9. This allows the PZC to reduce the numberyrequired when demonstrated that: &( • The increase in stormwater run-off rate shall be held to a minimum by reducing the parking spaces, and/or • The applicant demonstrates through actual experience that a lesser number of parking spaces will suffice, and further that due to the nature of the building or business, future owners/occupants of the building are also unlikely to need to number of parking spaces required by the zoning regulations. The applicant has indicated that based on the tenant's experience, the 50 spaces meets their need, allo)# a second shift to,be incorporated if desired, and reduces unnecessI4rry increase ill storrh water run,_,off. We have asked the applicant to.-address how additional parking s ac coul added op si a in the e ranotherugdf needed mere ' 4. There is no required buffer, as the site is entirely surrounded by industrially-zoned property. The applicant is meeting the required interior landscaping requirement of 10% through plantings and islands throughout the parking areas. A large landscaped berm,,5-'-< fear height along Sullivan Ave, has been proposed to screen the parking and loading dock areas and other activities on site. -are prepesed. 5. This facility is proposed to operate will operate one shift. The building is situated on the lot such that the loading docks are located on the easterly side of the building way from Route 5. 6. This property is subject to the access management regulations and two access points are shown for this lot. There is an internal access drive parallel to Sullivan Ave that will ultimately serve all three lots. With the establishment of the access to the site from Sullivan Ave and in accordance with Section 5.5.4E, the applicant shall record on the land i records an agreement dedicating the remaining access rights along Sullivan Ave to the Town 7. Two traffic reports have been submitted for this project. The applicant's traffic report has a breakdown of anticipated number of trips for all of the properties (lots 1-3) and the _; second study looked at traffic generated from just this project. The applicant is proposing se r l road improvements including road widening for turn lanes and adding a head on to the existing traffic light. Sidewalksyalong the property frontage and a crosswalk are proposed at the intersection. tt ,,how � 8. Office of State Traffic Administration approval is required; and OSTA has full jurisdiction over traffic signals and road improvements on State roads. 9. Architectural and Design Review Committee reviewed the proposal on January A*, 2015. ADRC was satisfied with the proposal as presented. 10.All proposed lighting has full cutoff fixtures and the pole height 25' poles as well as wall paks on the buildings. The applicant has requested a waiver to be allowed to have 5 (five) 35 foot high poles in the loading dock area. The Commission can gzed this waiver after finding that: q • traffic or other hazards will not be created; • general property values will be conserved; • no adverse effects on existing uses in the area; °?� '` • general welfare of the community will be served; %' • no adverse environmental impacts will be created; • topography of the land makes the property suitable for higher poles. I l.The primary detention basin for t 'three 1' is is along t Route 5\frontage. Thefei�s.no outdoor stQraage propos d wit his applica 'on. The e is a secured--s d any visitors or;employ ill have togb through the ga d ea. s' 1?Z.The a)ppl�'cant is a41bw.ed botha.fr€e s-tan.ding..and--building-signage-- 13.The Fire Marshal has reviewed the plans and is satisfied with the emergency access drive shown around the perimeter of the building. 14.The Police Dept has reviewed the plans and is satisfied with the access points as well as the access drives onto the site. 15.There are regulated wetlands on the site. IWA/CC approved this application January 21 with standard approval conditions and the following bonding requirements: A bond shall be collected in the amount of$50,000 placement and maintenance of erosion and sediment controls, and $50,000 for installation of storm water systems and $25,000 for wetland mitigation and plantings. 2 16.Public water and sewer are provided. Water Pollution Control Authority has been granted. If this application is approved, the planning department has no additional modifications to request. 3 EXHIBIT A Public input for Planning & Zoning Commission Public Hearing on February 10, 2015, Reference Lot #2 of Sullivan Avenue Indus4rial Park development This project with X amenities v by the developer could be probably the most attractive industrial development in South Windsor and would provide significant tax income with only a very small increase in traffic. I believe that the negatives expressed about this development would be addressed by the offer previously made by the developer to address concerns. It included 1) help in moving and restoring the Historic building at the corner of Route 5, 2) building an 10' Multi-Use trail on Sullivan Ave. and 3) Landscaping on both Sullivan Ave. and Route 5. Accepting this proposal for development may be the last chance to save the historic building on the corner of Rout 5 as further extended delay may find the building unrestoreable. A 10' multi-use trail is needed along Sullivan Ave.. I don't know if traffic studies have included pedestrian and bicycle traffic but some exists and there would be much more if it were safer. Sullivan Ave. is not safe for bicycles and pedestrians because of narrow shoulders and heavy truck traffic and road is not wide enough for a bike lane which would still not be safe for pedestrians and bicycles. Also the option of a 4' sidewalk would not be adequate for Wheel Chairs/motorized wheel chairs or for pedestrians & bicycles to pass safely. The landscaping in the proposed enhancement would provide an attractive appearance for the surroundings. I strongly support acceptance of this proposal by the Planning and Zoning Commission If Lot # 2 development includes 1) 10' Multi-Use trail, 2) Help in restoring the Historic building at the corner of Route 5, 3) Landscaping on both Sullivan and Route 5. This plan with these amenities would provide an attractive Gateway appearance entering South Windsor and be a good transition from adjacent old areas of the town. Robert Dickinson 19 Birch Road, South Windsor, CT EXHIBIT B P.O. Box 797 • 405 Sullivan Avenue • South Windsor, CT 06074 . (860)289-7555 • Fax(860)289-1266 February 10, 2015 To Whom It May Concern: Capitol Sweeping Services, Inc. located at 405 Sullivan Ave is in favor of the proposed project Scannell of 135 Sullivan Ave for the following reason: 1} This project that is proposed is zoned correctly in this area 2} This will generate new taxes for the town 3} Create new jobs 4} Increase property values for the surrounding business 5} develop a vacant piece of land 6} By this new development it will bring in possible new development in the Sullivan Ave area. Thank you for your time and attention on this matter. Be Regards: C i �/a- (��esa7CK"uhns President Capitol Sweeping Services, Inc. Capitol Sweeping Services,Inc.is certified by the state of Connecticut as"Women Owned/Small business" EXHIBIT C ardwalk uto Sales Wholesale Only February 9, 2015 To Whom It May Concern: This is to inform the zoning committee that I am in favor of the proposed development of 135 Sullivan Avenue and the adjacent properties. It will benefit the entire town with the increase in real estate tax revenue. As a property owner on Sullivan Avenue I believe the development will improve property values in the surrounding area. Sincerely, eipd roski o Sales 330 Sullivan Avenue •South Windsor, CT 06074 Tel: (860) 282-2800 •Fax: (860) 282-8300 www.boardwalkautosales.com EXHIBIT D lh I o✓' j�/Gh /h 7f/nin �lqC' GjCC� f hcu-.� u o�- f T i SS �, ��� JCC 1/nNP/✓�• ���1 ��/�✓'jvi dv er,�L� /'1 �1C' PS P� 14 eS avre� a—e C00f Dun' nays w;u / �iard� -f4e- l � � ��U�I �P� Market 14veo u P CO dld D H.h /?ie 187 Windsorville Rd, (�� �lRf/y y✓p�/� Five Corners Ellington, CT 06029 Tel(860) 871-8183 Fax(860).872-3677 y { ofe ZC07 fl _ t%ool S. ��sof 6o 6 /3y EXHIBIT E Zarambo, Lauren L. From: Jack A. Pott Uackpott7l Caol.com] Sent: Monday, February 09, 2015 9:33 PM To: Lipe, Michele Cc: Zarambo, Lauren L. Subject: SW Economic Development Plan Dear Michele, My name is Jack Pott, and my wife and I have been living in South Windsor since 2003. My wife grew up in this town, and we love it ,here! I am writing to voice my support for the development plan being considered by the SW Planning & Zoning Committee, regarding the property at the corner of Route 5 & Sullivan Ave. From what I've read, this will be a very positive thing for South Windsor, on many levels. Of particular interest to me is the beginning of a bike path on Sullivan Ave. , which I hope might be further extended in the future. Kindly enter this email into the record, and please distribute to the commissioners. Regards, Jack A. Pott & Amy C. Pott 275 Griffin Road South Windsor, CT 06074 Sent from my iPhone 1 Page 1 of 1 EXHIBIT F Lipe, Michele From: Jones, Brian [brian.jones@uconn.edu] Sent: Friday, February 06, 2015 4:34 PM To: Lipe, Michele Cc: Labadia, Catherine Subject: Scannell Properties Attachments: OSA Review Scannell Properties.pdf Dear Ms. Lipe, I have attached a short recommendation to have an archaeological survey of the proposed Scannell development property at 135 Sullivan Avenue. I consider the area to have a very high archaeological sensitivity and am concerned that significant historical resources of the town may be destroyed if this project is undertaken without prior archaeological review. If you have any questions, please feel free to contact me at this email address, or directly on my cell phone at 860-299-5769. Sincerely, Brian Jones Brian D.Jones, Ph.D. State Archaeologist Connecticut State Museum of Natural History University of Connecticut 860-486-5248 (office) 860-299-5769 (cell) www.cac.uconn.edu 2/9/2015 ` UCONN UNIVERSITY OF CONNE 'TI ,IT February 6, 2015 Michele R. Lipe,AICP Director of Planning Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 Re. Scannell Properties #205,LLC,Regional Distribution Center Dear Ms. Lipe, I have received emails from concerned residents about a proposed development along Sullivan Avenue at the intersection of Rte. 5 where Scannell Development Company plans to construct a 292,000 square foot distribution center at 135 Sullivan Avenue, Lot#2,with additional proposed expansions planned for the adjacent lots in the future. I have reviewed the pending application available through the town's web site and am pleased to see that an architectural assessment of the property has been made. According to the application,the existing Increase Clapp house at 59 Sullivan Avenue will be preserved. While the house does not lie within the nearby East Windsor Hill Historic District, I was also pleased to see that the proponent has agreed to work with the Town,the South Windsor Historical Society,the South Windsor Historic District Commission, and the community regarding its future use. As the State Archaeologist, my concerns are primarily for the undocumented archaeological record associated with this property. While no sites are recorded on the property by my office,this is certainly only because no archaeological survey has been conducted here previously. The area surrounding this location is rich in archaeological resources dating back many thousands of years. These sites document the rich ancient heritage of South Windsor, though many have been lost to construction already. For this reason, I strongly recommend that the project area undergo a professional Phase I Archaeological Reconnaissance Survey in accordance with the guidelines outlined in the State Historic Preservation Office's Environmental Review Primer for Connecticut's Archaeological Resources, as amended'. A reconnaissance survey is the first step to ruling out the presence of potentially significant Native American or buried historic-period archaeological sites on the property. 1(www.cac.uconn.edulosa downloads.html) Office of State Archaeology Connecticut State Museum of Natural History 2019 HILLSIDE ROAD. UNIT 1023 STORRS, CT 06269-1023 Brian.Jones@uconn.edu PHONE 860.486,5248 www.cac.uconn.edu:www.rnnh.uconn.edu r � If you have any questions,please feel free to reach me directly at 860-299-5769. Sincerely, Brian D. Jones, Ph.D. State Archaeologist cc. Catherine Labadia, State Historic Preservation Office EXHIBIT G Kathryn H. Kerrigan 1838 Main Street South Windsor, CT 06074 February 10, 2015 Open Letter to the Planning 8v Zoning Commission Town of South Windsor Council Chambers, 7:30 pm Good evening, My name is Kathy Kerrigan. I've been a resident of the town for over 37 years, and my husband Jim and I have owned our home on Main Street for 30 of those years. Let me start by thanking each of you for the time and energy you've committed to the town by serving on this commission. It's got to be a difficult- and at times thankless -job. And this particular project- the Scannell truck distribution center, surely places the Commission in the spotlight. The town issued its Plan of Conservation and Development in 2013. I'm happy to say that I was a participant in the process. It's a solid document; easy to read, direct, thorough. It provides a working guide to help the town move forward while seeking a balance between conservation and development. Our current zoning regulations don't yet reflect this plan, and I'm surprised at that. Because the plan was completed, signed off on, and sent out under the auspices of the South Windsor Planning and Zoning Commission. The Commission owns it. It's up to the Commission to communicate our need for balance to prospective developers. I'm asking you tonight to think about a few important issues concerning the Scannell project. 1. As you know, Lot #2, the center lot, will house a 292,000 square foot, 4- story tall, concrete building (slightly larger than the current FedEx building, minus its ample frontage and berming). Scannell, the-project developer out of Indianapolis, insists that only 20 trucks a day will service the facility, 10 in and 10 out. But if you look closely at the plans, there are 49 bays. 2. I believe studies have been done to examine the impact of all 3 of Scannell's lots on Sullivan Avenue and Route 5 traffic. While I find it next to impossible to decipher these traffic studies, one thing seems clear: they measure traffic in general, there is no breakdown by types of vehicles. Those of us who rely on Sullivan Avenue to access just about everything (it IS our only east-west connector), have seen a marked increase in large truck traffic in recent years, and experienced some of the detrimental effects this increase has had- not only on traffic flow, but on noise as well. We've reached a tipping point with large trucks on Sullivan Avenue, and until we get a better handle on actual truck counts, how can we make informed decisions? Scannell says 10 trucks, twice a day. What if the 10 turn into 20, or 40, or more? Once this truck distribution center is set in motion, there can be no turning back. 3. The new truck distribution center will cover 6.7 acres of land - it will sit on top of Sullivan Avenue, on top of the 1808 Increase Clapp house, on top of a 17 lane intersection. It will dominate one of the main gateways into town, and will cast a large shadow on an established neighborhood- in fact, a neighborhood which pre-dates the incorporation of the town itself. Exactly how does the Scannell development preserve the character of our town or complement our community values as outlined in the Plan of Conservation and Development? Commissioners, you have a decision to make. A decision that the town will live with for a long time. It is within your jurisdiction to resist pressure to approve - and approve quickly - and to consider quality of life issues and the conservation aspect of development. In fact, it's your charge. I respectfully ask that you initiate an objective, state-sponsored traffic study that separates out large trucks and takes into consideration the use of 49 bays for this warehouse. Because that's what it's being built for and we must plan on it being used to maximum capacity. Furthermore, the study needs to look at not just Sullivan Avenue and Route 5, but at our town center and Oakland Road as well; an increasing number of large trucks are using that route to access I-S4. Commissioners, I encourage you to be both careful and courageous in your decisions regarding this project. Thank you. EXHIBIT H To Planning and Zoning Commission; Hi,my name is Jim Kerrigan and I live at 1838 main St.here in South Windsor. For the past thirty years plus I have had a career in Finance and Education. I have also served on the town's Historic Commission,the Wetlands commission and one term as the Town's treasurer I am very cognizant of the need for high value industrial economic development that provides well paying jobs and contributes to the town's quality of life and at the same time providing the needed tax revenues to support quality education and other essential town services. 40 feet tall and 292,000 square feet,that's a pretty good-sized building. As I understand it comes with about 20 jobs. Imagine,a 14,000 square foot industrial building,forty feet tall,and in that space we have one employee.One job.And it's done 20 times! It's hard to imagine this as an economically viable or wise use of prime industrial land...... That aside, 49 bays?How many 18-wheelers can that accommodate in a 24 hour period? Shouldn't we look at the total capacity,not 10 in and 10 out the developer claims? What's the total capacity for truck traffic impact of the proposed development? We should have a truck traffic study, not just traffic,that includes the impact on all of Sullivan Ave,the Town Center and all of Oakland Road so we have a full understanding of the maximum truck traffic this development could generate over these already challenged roadways. We need to take the time to manage this very important issue. ely, ames Ker ,, gan EXHIBIT y To Members of the Planning and Zoning Commission February 10, 2015 1 wish to call to the attention of the P&Z several areas where I think they can improve the appearance of the proposed and future industrial buildings on the Schweir property, especially when they are so close to the Gateway to a special area like the Historic District and a beautiful Main Street, surely a major asset to the Town of South Windsor. First I wish to remind you that your recently adopted Plan of Conservation and Development (2013) calls for several strategies to promote the Community Character: A) Encourage the preservation of scenic resources. B) Preserve historic buildings, structures, and landscapes. C) Preserve the character of Main Street. D) Maintain a high design standard for new development. E) Promote community pride and spirit. realize it may be impossible to fix some of these comments for this application tonight since you have unfortunately already approved the three parcels of land, but you should all try. In saying this I am assuming that each of you has visited the site by at least driving by it several times and noting it's proximity to the homes of several people living on the north end of Main Street. If not, please delay your vote until you are able to do so. Others have or will be talking about the concerns of added truck traffic. Following are my major concerns. I remind you that this is the only adequate East-West Road in town for most people and is traveled every day by many who live elsewhere as well. For some Sullivan Avenue represents South Windsor. When a building is approximately 40 feet high and6"0 feet)from the street an earthen berm does little to improve the appearance of that building. A small berm does not adequately ensure the growth of trees large enough to mitigate the visibility of this building, although even shrubs may make it more attractive. An increased set-back and adequate berms have been successfully followed with Aldi's and Fed Ex making the buildings almost invisible from the street, neither of which is as near to residential areas as this building. In many residential zones we insist that buildings be set back 50 feet from the street. Why don't we do even better in industrial zones? The building is too large and crowded for a site so close to a major Gateway of Town. It is massive with almost no break in its exterior. I don't believe we have another industrial building of that size so close to a heavily traveled road. Please address its exterior appearance. 1 believe almost all the newer buildings on Sullivan Avenue do a better job, some very much so. Two traffic cuts onto Sullivan Avenue seem unnecessary. I believe traffic for all three sites should be directed so that it enters and exits at Rye Street where there is a light to control the traffic. The second exit, allowing only a right turn seems totally unnecessary to me. Why can't trucks headed for 1-84 follow Route 5 to 1-291 and hence 1-84? 1 am distressed that a lengthening of Rye Street through the site and exiting on Route 5 was not considered for the entire site, but I realize it is probably too late to consider that idea. That method was the way Commerce Lane was successfully developed, and would have been ideal for this development. It would have helped to decrease the truck noise from the site to the Historic District. Are you sure that you want to increase the heavy truck traffic at the Route 30 intersection when you are making plans for an enhanced Town Center at that location? In my opinion the applicant should be told that unsignalized exits for the two remaining lots will not be possible. The proposed parking areas seem exorbitant for the number of trucks and employees the business claims it will have. Apparently the developer feels that the iconic Increase Clapp House on the State Register of Historic Homes does not merge with his business interests. Others tonight have or will ask for enhancements to this lot. I wish to call to your attention the lack of good ingress and egress to this site will occur when site 3 is developed, if not before. The present drive onto Route 5 would allow only a turn to the north. It would be almost impossible for a car to leave the site and get into the left turning lane to go south on Route 5, requiring the crossing of lanes close to the intersection. It will be hard enough to get into the lane going north on Route 5 as cars wishing to turn right are already keeping to the right turning lane. The present driveway places the car in that lane, therefore anything but a right turn will be nearly impossible due to the volume of traffic and lack of a light, necessitating travel into East Windsor before being able to turn around when the person exiting wishes to go south. I believe the house should have egress through the site's exit onto Route 5. Additionally, If this pristine (admitted to by Peter Demaillie for the applicant) building remains empty it will deteriorate rapidly, incurring a great loss to the historic buildings in town. The Clapp House was the first house in town to be built off Main Street. It is a historic and architectural gem. South Windsor's historic area is as good or better than any other historic area of homes in all of Connecticut. Shouldn't we be proud of that fact and make every effort for its protection? It needs to be occupied by someone. Louise Evans 1678 Main Street South Windsor, CT EXHIBIT J February 10,2015 South Windsor Planning and Zoning Commission 1540 Sullivan Avenue South Windsor,CT 06074 Mr. Pacekonis and Members of the Planning and Zoning Commission My name is Walt Fitzpatrick; 1 live at 1846 Main Street. I'm a 38 year resident of South Windsor and for the last 17 years a resident of Main Street. I'm concerned about the Sullivan Avenue Industrial Park distribution center proposed by Scannell Properties.The large monolithic 292,000 square foot,four story building will dominate the Sullivan Avenue gateway to South Windsor. It will also have an overpowering visual impact on the entrance to the Historic District. The character of the most iconic setting in town:the fields and barns surrounding the East Windsor Hill Post Office will be spoiled. The concentration of trucking facilities in the Sullivan Avenue corridor is already degrading the quality of life in the entire town with the increased congestion, noise and air pollution and yet more truck traffic and noise will result from the proposed Phases of this project. I also oppose this application based on the scale of the building, its configuration on the parcel,tight internal traffic patterns,and a potentially unsightly retention pond in addition to noise generation. This project may meets all the regulatory requirements, but they are bare minimums and don't mean it blends in harmoniously with its location in South Windsor. The other distribution centers where designed and laid out to minimize visual impact to their local setting. The town deserves something,at least as well designed as FedEx and Aldi, especially in a more prominent area of town. The elements of the design which the Planning and Zoning Commission could require better solutions include: • A more creative treatment of the building to reduce its monolithic appearance from Sullivan Avenue. Use of smaller modular elements or glass channel walls and, in general incorporating rhythm,scale,color and texture to differentiate the facade. • A lower roof section to accommodate dispatch offices and break-room,on the front of the building would relieve its dominating height at the front of the property along Sullivan Avenue. • Further set back to allow the partial berm on Sullivan Ave.to be a more effective shield and to allow better internal traffic flow without multiple entrances and exits. • A better use of the expansive roof with either arrays of solar panels or a"green roof,"which could reduce the size of the retention pond. • A row of evergreen trees and/or a berm along Rt. 5 and perhaps trees to the east of the pond would provide a visual barrier to break-up the building. • PZC should request a "balloon test"and observe the exact location and height of the corners of the building designed for lot#2. In addition to exploring the above potential changes,there are other questions that should be resolved: • There are estimated 10 trucks in and 10 trucks out per day.Why are there 49 bays in the plan? • Will there be a fueling station on site? • Will there be restrictions on idling? I'' • Will the current restrictive internal traffic pattern increase noise from the shifting of gears within the project? • What is the proposed signage? • To address the truck traffic issue,a study of the current traffic by classification should be performed to reveal how many trucks are travelling on Sullivan Avenue toward both Route 5 and Route 30. One such 24 hour study,taken by the State in 2013,slightly west of Troy Road, documented 303 Single-Trailer Trucks(one every 5 minutes),which include vehicles with four, five or six axles traveling east and west on Sullivan Avenue.This count was taken before FedEx was in operation and does not include Aldi trucks heading west to Rt. 5.Though figures submitted for projected truck traffic from this project may fit established standards,the reality is that the noise, pollution and congestion from the current truck traffic is already destroying the rural character of the Historic District,the objectives of your Plan Of Conservation and Development,and will adversely impact the newly designed Town Center. As a resident of the Historic District, I as well as my neighbors take seriously our role as caretakers of the unique heritage of South Windsor that many town and state residents'value.We need the help of other town bodies, like PZC,to enforce their plans and standards in order to protect and preserve this valuable town asset. Please do not rush your decision. Review and revise,where necessary,the Scannell plans to be consistent with your Plan of Conservation and Development as well as the previous standards used for distribution centers. Once built,there is no recourse. Thank You for your consideration, Walter Fitzpatrick 1846 Main St. tpW N SF, C� O F Io� VI s-aum V&U&ot G m � • we 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 CERTIFIED MAIL 70111570 0000 63371204 February 23, 2015 James C. Carlin Scannell Properties#205, LLC 800 East 96t'Street, Suite 175 Indianapolis, IN 46240 Dear Mr. Carlino: Re: Appl.15-03P, Sullivan Avenue Industrial Park Regional Distribution Center Site Plan of Development . We are pleased to advise you that the Planning &Zoning Commission voted on February 10, 2015,to approve with modifications Application#15-03P for site plan approval for a 292,000 sq ft distribution facility on 16.4 acres of property, located on Lot#2 of Sullivan Avenue Industrial Park,to be known as 135 Sullivan Avenue(southerly side of Sullivan Avenue, easterly of John Fitch Boulevard), I zone as shown on plans prepared by Design Professionals, Inc.,Project# 3496 and dated 01/06/15, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$50,000 to ensure compliance with the erosion and sediment control measures and$50,000 to ensure establishment of storm water system and$25,000 for the construction of the wetlands mitigation. 4. A landscape bond in the amount of$20,000 is required and must be submitted prior to the issuance of a Certificate of Occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If an Office of State Traffic Administration review and certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 13. In accordance with Section 5 and access management requirements,this approval is subject to the following: • An easement allowing cross access to and from the adjacent property on Sullivan Avenue must be shown granting irrevocable permission to enter upon and perform all activities needed to construct the driveway, on both properties on which the driveway will be constructed. At such time as a site plan is approved for the property to the immediate east or west, an interconnection shall be constructed in the area shown on the subject site plan OR as agreed by the two property owners and further approved by the Planning and Zoning Commission. Failure to construct the site interconnection shall be construed as a zoning violation and shall be pursued via the remedies available to the Town of zoning violations. Also, in accordance with the provisions of Section 5.5.4E, the applicant shall record on the land records an agreement that remaining access rights along Sullivan Avenue will be dedicated to the Town. 14. Engineering comments dated 2/7/15 must be incorporated into the final plans. 15. In accordance with Section 6.3.3.F,the Commission has granted a waiver to allow five(5) exterior light poles to be 35 feet in height. 16. In accordance with Section 6.4.9, the Commission has granted a modification to the required number of parking spaces based on the uses presented, allowing 50 spaces. 17. The height of the berm along Sullivan Ave. shall be increased in height to the maximum extent possible. 18. The sizes of the landscape materials at planting shall be increased to a minimum of 3"caliper (except ornamental plantings) and the trees to a minimum height of 8 feet. 19. Adequate storage for vehicles on site, exiting out of the site, must be addressed on the plans. 20. A ten foot wide paved multi-use path is required along the property frontage in lieu of the approved four foot,wide sidewalk. Black and white transparent mylars of Sheet #'s 1, LA-1 & LA-2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission,must be reproduced on the mylars. After the mylar have been signed by the Commission, they will be returned to you for filing in the Office of Town Clerk. 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 Enclosure: Bonding policy cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Peter DeMallie,Design Professionals, Inc. P.O.BOX 1167 '' a= 21 JEFFREY DRIVE n SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 1''OSSIOI'1aLS FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/ SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, Rhode is/and • • • LETTER OF TRANSMITTAL To: Michele Lipe Date: 3/6/2015 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 DESCRIPTION 2 2/27/15 Site Plans F EIVF; J MAN 09 alb SMB WDSOR PLANMNG DEPT. These are transmitted as checked below: : ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ®; For your use ❑ Make corrections El 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: : SIGNED. CC: Andrew Krar, P.E. t�W N Sf4 C 7-0 O-P ate ?d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•co�� TELEPHONE(860) 644-2511 March 24, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive P.O. Box 1167 South Windsor, CT 06074 Dear Mr. DeMallie: Re: Preconstruction Meeting for Appl. 15-03P,Regional_Distribution Center, 135 Sullivan Avenue IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planning michele.lipe@southwindsor.org 644-2511 x252 Jeffrey Doolittle SW Engineering. jeffrey.doolittle@southwindsor.org 644-2511 x245 Bernie Drabek SW Engineering bernard.drabek@southwindsor.or 644-2511 x241 Christopher Dougan SW Building Christopher.dougan@southwindsor.org 644-2511 x232 Scott Custer SW Police scott.custer@southwindsor.or 860-648-6255 Andrew Krar Design akrar@dpinc.co 860-291-8755 Professionals, Inc. Paul Lowry CT Water Co. plowry@ctwater.com 860-292-2809 Scot Deluca Frontier scot.m.deluca@ftr.com 860-725-4504 Communications Tom Reichardt Strategic Building treichardt@go-.sbs.com 860-882-2692 Solutions Peter DeMallie Design pdemallie@dpinc.co 860-291-8755 Professionals, Inc. Hal Pierce Pierce Builders half iercebuildersinc.com 860-653-9254 Brandon Lemmon ARCO blemmons@arcol.com 513-272-2333 Construction Drew Blaylock ARCO dblUlock@arcol.com 314-422-1988 Construction Don Tuttle Scannell Properties dont@scannellpMerties.com erties.com 816-935-2390 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during_construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Sullivan Avenue. Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and swale on site first. 5. Measures will be needed to control dust on site such as water or temporary vegetation. 6. Provide a filtering structure for pump water volumes to prevent turbid water from entering the water course west of Route 5. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in Sullivan Avenue with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete and Portland cement concrete for site work 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. . 5. Two-(2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (of necessary) of the infrastructure, prior to final pavement. 6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 7. An as built plan will be required for all the site improvements. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to John Fontana in the field at phone 314-565-5578. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 16. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 17. A drain layers permit is needed for installation of the sanitary sewer lateral. The permit fee is $60. The connection fee is also due when this permit is taken out. 18. No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling. 20. Inspection of gravel access road required prior to placement of topsoil. 21. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 22. During construction of individual sanitary sewer laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required; mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. UTILITIES 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical,Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection **PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele R. Lipe, AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN-IN SHEET PLEASE Print Clearly 7-0 s 0//U 570,A&, o d�,,0_5o L,04�� 2V Local. "ref C-0. ,04��re DCL 10/'VU t&+71,14 5C_0t1-1 • OCLUCA -Ptr\. LL/L-1 &6 6 r73 co 7— '7_Z fill, a f"W4, /�P V_vv. j21 e wy-O c-r)r c?11col C, /4-pl.— co 16^s4ri_,,Jfo. JF CLO-to 7:5W( Qc)c)li#-U —5 3 1A) le 4tet po /,V(/ d Project Contact List Scannell — Project Rocky 135 Sullivan Avenue South Windsor, CT 06074 ARCO Job No. N-442 Scope Contractor Representative Phone/Fax - Owner- Scannell Properties - - Jill Marcotte P: 317-218-1666 800 E.96th Street,Suite 175 iillm@scannellproperties.com C: 303-489-4036 Indianapolis, IN 46240 Don Tuttle C: 816-935-2390 dont@scannellproperties.com Tenant Mobis Parts America,LLC Dan Bercha P:949-468-4945 10550 Talbert Avenue,4th Floor dbercha@mobisusa.com F: 949-468-4907 Fountain Valley,CA 92708 Tenant Broker Colliers International David Kim P:212-716-3500 666 Fifth Avenue David.kim@colliers.com D:212-716-3768 New York, NY 10103 C:213-400-4171 Tenant Rep Strategic Building Solutions Thomas Reichardt P:860-395-0055 135 New Road treichardt@qo-sbs.com X216 Madison, CT 06443 C: 860-882-2692 Design/Build ARCO National Construction Co., Inc. Drew Blaylock P: 314-963-0715 General Contractor 900 N. Rock Hill Road dblavlock@arcol.com F:314-963-7114 St. Louis, MO 63119 C:314-422-1988 Brandon Lemmons C:513-545-2653 blemmons@arcol.com John Fontana C: 314-565-5578 ifontana@arcol.com Civil Engineer Design Professionals, Inc. Andy Krar P:860-291-8755 21 Jeffrey Drive akrar@designprofessionalsinc.com F:860-291-8757 PO Box 1167 Ben Wheeler South Windsor,CT 06074 bwheeler@designprofessionalsinc.com Larry Geissler Jr. lgeissler@designprofessionalsinc.com Peter DeMallie edemallie@desicinprofessionalsinc.com Structural Consulting Engineers Corporation Sean Hubbell P:513-229-9000 Consultant 13C Old Street shubbell@engineer-cec.com F:513-360-0109 Cincinnati,OH 45050 Tracy Mitchell titchell@en inger-cec.com Geotechnical GEI Consultants, Inc. Matthew Glunt P: 860-368-5301 Engineer 455 Winding Brook Drive,Suite 201 mglunt@geiconsultants.com F: 619-550-1701 Glastonbury, CT 06033 Architect GMA Architects, Inc. Mike Miskovic P:314-822-5191 900 N. Rock Hill Road mmiskovic@qma-architects.com F:314-963-0714 St. Louis, MO 63119 Division 2- Environmental Services, Inc. Bruce Devanney P:860-528-9500 Demolition/ 90 Brookfield Street bdevannev@e-s-i.com F:860-289-0138 Environmental Consultant South Windsor,CT 06074 C:860-250-3426 4/7/2015 Page 1 c Scope Contractor Representative Phone/Fax Division 2 Pierce Builders, Inc. David Pyers P:860-653-7283 Earthwork 522 Salmon Brook Street david@piercebuildersinc.com F: 860-653-7285 Granby, CT 06035 Design Build Tennill &Assoc. Dana Tennill P: 636-537-3999 Plumbing 177 Chesterfield Industrial Blvd. dtennill@tennill.net F:636-537-3998 Chesterfield, MO 63005 C:314-602-8486 Design Build F.E. Moran Jim Heinold P:217 819-5375 Fire Protection -i.heinold@-femoran:com - -- - - 01 Research Road -- F:217-356-0777 Champaign, IL 61822 Design Build Icon Mechanical Tim Schaeffer P:618-452-0035 HVAC 1616 Cleveland tim@iconmech.com F: 618-452-003 Granite City, IL 62040 Design Build InPwr, Inc. Ken Sonnemaker P: 317 723-3375 Electrical 10640 Deme Drive,Suite M ksonnemaker@inpwrinc.com F: 317-723-8036 Indianapolis, IN 46236 C:317-517-4771 Scott Scroggins-Elect Designer C: 317-518-2386 sscroggins@inpwrinc.com 4/7/2015 Page 2 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 g PHONE:860.291.8755 FAX:8onalsi .8757 c.com vwuw.designprofessionalsi nc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS Servrng Connecticut, Massachusetts, *Rhode/stand • • • • LAETTER - -F-T RAFTS M-1 TTA L 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 El Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ COPIESDATE NO. DESCRIPTION 4 3/20/15 Site Plans 4 3/20/15 Subdivision Plans NY A 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: II S"OW PLANNING DEPT. : : • SIGNED: CC: Andrew Kr r, P.E. 1 C, 60 �� TOWN OF SOUTH WINDSORI STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONS` '-� _ Phone No. Address / 'S L_I °,J i"k s . Site a t% - i ! e l _� ��_�_t, ely. // &Z No. Owner rk r- L(� Phone No. Contractor f /i :,.F '' Signature of Owner r.. Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) A j t �.f. r�k..0 j Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.--Of Planning Date: Town Engineer Date: Dir. of Public Works Date: other: ftr �� �/ n,� Il 1G(h rib! Date:— STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning 0.*61 • f il► 44 t� i f t i Y MEMORANDUM To: Michele Lipe, Director of Planning From: Jeffrey Doolittle, Town Engineer Date: 7M15 RE: Application 15-03P— 135 Sullivan Ave Distribution Center I have reviewed the change order site plan dated 6-24-15 for the above application and have the following comments: 1. On Sheet C-3 shown the permeable pavement area hatched around the west side of the building. 2. The hatched access easement area and driveway on lot 1 should be modified to straighten out the bow or bump in the north east side of this area, just as it meets the east-west cross driveway that connects the front of all three lots. 3. On Sheets C-5 and C-6 show paved walkways from the concrete stoops and doors on the west side of the building to the paved fire lane. 4. Show the permeable pavement area hatched along the west side fire lane. 5. Extend the berm in front of the building along Sullivan Ave both east and west and raise the top of this berm as much as possible. 6. We are still expecting a revised grading plan for the wetlands mitigation area on the south end of Lot 3. Please contact me if you have any questions. 1 STATE OF CONNECTICUT - ECT/CGr DEPARTMENT OF TRANSPORTATION y0 Q ,* 2800 BERLIN TURNPIKE, P.O. BOX 317546 r��Mit p Cps NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 23,2015 - - - - - - - Mr.James C. Carlin Scannell Properties#205,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 �Pf nning 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: 05/15 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 .� J STATE TRAFFIC ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: t� Requested by: Bubaris Traffic Assoc. Location: Route 194(135 Sullivan How Requested: Certificate Application Avenue) Date:5120115 ' cartc L� . . (Q, 2� 1 Executive Director Recommendations: SSUO 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 ari encroaclunenfpermit, an easement be granted to the State, at no cost, to place and maintain traffic signal appurtenances on private properly 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 vVindsor, 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 cast 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-tuna 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-tam 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 SC FqR"Nqt, q N Tic FERRY R��FR MO cRglTy R0 N East Windsor Hill `o ROE z I' � s SITE o o �9 194 o z q o� STR�"c Rp - CI-) qp 3� BRICKYARD y POND rei. 6e0.2s1.67s5 SULLIVAN AVENUE NOTE: sign Fex 650•291.5757 INDUSTRIAL PARK INFORMATION SHOWN ON THIS MAP TAKEN FROM �r0 t ssl0 als REGIONAL DISTRMUTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil a traffic enginoara •murveyore 135 SULLIVAN AVENUE TOWN ROAD MAPPING landscape architects •plannera•sia•sp• 425 SOW—Avenue, P.O. Box 1167,South%1ndeor.Connecticut 06074 SOUTH WIN DSOR CONNIECTIClUT NOT TO SCALE STATE OF CONNECTICUT ECTYP DEPARTMENT OF TRANSPORTATION bo a s � Ov/ll1�MSr6l,*J�tiMt 2800 BERLIN TURNPIKE, P.O. BOX 317546 'T op NEWINGTON, CONNECTICUT 06131-7546 Phone: (860)594-3020 June 26,2015 RECEIVW` Mr.James C. Carlino Scannell Properties#205,LLC JUL Q 12015 800 East 95th Street, Suite 175 Indianapolis,IN 46240 SOUTH WINDSOR PLANNINO 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 ��r6avidA. 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. \,V 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 b' "' "`� 2800 BERLIN TURNPIKE, P.O. BOX 317546F�r pr Op Tad 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 13 5 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. Date: Da'Da\j A. Sawicki Executive Director Office of the State Traffic Administration An Equal Opportunity Employer Printed on Recycled or Recovered Paper TR4—10 REV 4115 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: J OFFICE OF THE Approved by OSTA - STATE-TI.APFIC-ADMINISTRATION See Previous Traffic Investigation Report No: Town of South Windsor Date: t� Requested by: Bubaris Traffic Assoc. Location: Route 194(135 Sullivan How Requested: Certificate Application Avenue) Date:5/20/15 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 I 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 pen-nit 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 encroaclunent 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-landrecords--upon-issuance-and-prior-to-the-issuance-ofan 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-tuna 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 FARNh q FF s�gNTrc Rr Mc cR M RRy �R qTy Rego N East Windsor 4qNe Hill y � 51RE�� ROE z �- SITS a Q' C� O o Q� s�<41� 19 4 'qN p(31 �oF gP�G O o� sTRo�c Ro _ 3 q0 BRICKYARD POND h SULLIVAN AVENUE NOTE: esig � Tel. 590-29,•6757 INDUSTRIAL PARK INFORMATION SHOWN ON THIS MAP TAKEN FROM Fax BBO.291.8757 r�0 lonals RECAONAL DISTR®UTION CENTER CONNECTICUT DEPARTMENT OF TRANSPORTATION civil 8 traffic engineers.surveyor* 135 SULLIVAN AVENUE TOWN ROAD MAPPING landscape architects •planner*• • SOUTH WIINII➢SOR CON`N EcCTIItCUT 425 SO[—Avanua, P.O. Box „97,South Windsor,ConnennaaBcut cat 06074 NOT TO SCALE TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Andrew J. Krar, P.E. CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No. 860-291-8755 Address 21 Jeffrey Drive South Windsor,CT 06074 Site Name Regional Distribution Center; 135 Sullivan Avenue p&Z No. 15-03P Owner Scannell Properties#205, LLC Phone No. 317-218-1666 Contractor ARCO National Construction Signature of Owner 1 Date:-71A,11A- Signature of Design ngr. 1114 Date: CHANGE: (Describe location a nature of change. Include Four (4 ) copies of plan/profile of Change. ) Changes to access drive locations and arrangement. Change utility service locations. Add underdrains to truck court Revised site lighting plan Adjust landscape plan to reflect above changes Reason for Change: (Why is change required) Access drive changes per OSTA approval process. Utility service changes due to requests from utility companies. Underdrains added to relieve ground water in cut situation. Site lighting changed to reduce number of wall mounted lights. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public W ks Date: Other: Date: STAFF COMMENTS : White - Town Engineer Yellow - Applicant Pink - Director of Planning P.O.BOX 1167 21 JEFFREY DRIVE n SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 wu �� FAX:8onalsi .8757 c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Ms. Michele Lipe Date: 8/26/2015 DPI Project No. 3496 Town of South Windsor Re: 135 Sullivan Avenue 1540 Sullivan Avenue Regional Distribution Center South Windsor, CT 06074 Staff Site Change#1 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 8/21/15 1 sets of plans sheet C-0 to C-19 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: • `` • • • LHOMN 62015 PLANNING DEFT. SIGNED: CC: Daniel PrJameso I.T. a970x v o CT a(oqq Z- VOL 24b qPAGE0f2q STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION .N:r 2800 BERLIN TURNPIKE, P.O. BOX 317546 ��OP NEWINGTON, CONNECTICUT 06131-7546 Phone:(860) 594-3020 CERTIFICATE NO. 1890 r !l ,? 4 i 4 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. Date: 2-Jb It 11-3 C�cDa i A. Sawicki I certify this to be a true copy Exec ive Director of the document recorded Office of the State Traffic Administration in South Windsor Land Records. Dated at South Windsor, CT this day of --:50►u- z6l S An Equal Opportunity Employer Printed on Recycled or Recovered Paper Town Clerk VOL 24bg PAGE 0130 TRA-10 REV 4115 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 Recomme d by: OFFICE OF THE Approved by OSTA 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:5/20/15 1 3Executive 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 detennined 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 VOL 24bgp11GE0131 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 VOL 24bgPAu0132 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 VOL 24bgpAGE0133 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 J FAR"HAM sCANnc R� Mc cRA Ty FFRRy VRR R�AO N East Windsor Hill 4ANF y �9 SEES o c� `o R' I T10A }� `r Q /VA � a � N LAJ . oo� G READ BRICKYARD POND NOTE: SULLIVAN AVENUE INFORMATION SHOWN ON THIS MAP TAKEN FROM T.L OW•7.°1�' MUSTRIAL PARK esign Fw �29 M7TION CONNECTICUT DEPARTMENT OF TRANSPO T O HEGiON5 ULL]VAN AVE CENTER TOWN ROAD MAPPING 'p5 SULLIVAN AVENUE civil fr traffic an=lnears•surveyors ,�t�7rB� TO landscape architects•plantum—gV•iW �'��+ "�`®�• CO��9J tt m SuMrm*n .PA Box 1167.SouM wums .Cor wBcut 00074 gQQ! STATE OF CONNECTICUT `�,ot_�ri ^ice. DEPARTMENT OF TRANSPORTATION p Q DISTRICT I 1107 Cromwell Avenue zf of yit . Rocky Hill, Connecticut 06067 Phone: August 5, 2015 14 Mr.Peter DeMallie AUo15 Design Professional,Inc. SOUTHWINDSOR P.O. Box 1167NNMIGDEPT. South Windsor,CT 06074 Subject: Proposed Sullivan Avenue Industrial Park(Scannell Properties) OSTA No. 132-1501-01 Certificate No. 1890 John Fitch Boulevard (Rte. 5) &Sullivan Ave. (Rte. 194) Town of South Windsor Dear Mr. DeMallie: We have reviewed your plans for the above-noted subject,dated January 6, 2015 and revised to June 24, 2015, entitled"SITE PLANS -SULLIVAN AVENUE INDUSTRIAL PARK-REGIONAL DISTRIBUTION CENTER- 135 SULLIVAN AVE.-SOUTH WINDSOR, CT" and have the following comments: 1. Upon completion of construction of the permanent driveway access proposed from Rte. 194,the existing driveway currently being used to access the site must be removed and the basin there must be converted to a Type "C"top. Curbing to match the surrounding curbing must also be installed and all remaining bituminous within the State's right-of-way must be removed in its entirety and the area seeded and loamed. Please revise plans to show this work. 2. Do not convert the existing basin to a manhole that is located at the western radius of the most western proposed driveway off of Rte. 194 and do not install a new catch basin west of this location. This western most driveway radius should be constructed in such a way to either capture the existing basin or the top should be reset along the proposed driveway radius.Revise plans accordingly. 3. Do not convert the existing basin on the eastern radius of the most western proposed driveway off of Rte. 194.Instead please remove the basin in its entirety and connect existing pipes to eliminate the need for a manhole at this location. 4. Why is the existing basin that is located at the most easterly proposed driveway across from Rye Street on Rte. 194 being converted to a Type"C-L"top? Please revise plans to eliminate this work for it is not necessary.Construct driveway radius to capture the existing basin or reset the top as needed along the proposed driveway radius. S. A Drainage Connection Concurrence (DCC)will be required. Upon receipt of a completed application, the required DCC will be written,site specific,and attached to the approved permit. The DCC must be signed and a copy must be recorded in the town land records. Proof of the recordings (3 copies) An Equal Opportunity Employer ® Printed on recycled or recovered paper showing volume and page number must be submitted to this office prior to the start of any work within the State's right-of-way. 6. Given that the site drainage proposal includes detention basins,the permit needs to state the following: "The owner(s) of the property containing the detention basin agrees to maintain this basin and associate drainage appurtenances so that no damage occurs to State drainage system.The owner or his successors,in interest,agree to save the State harmless from any and all claims which may arise due to the operation of this basin or associated drainage appurtenances."A maintenance plan and maintenance agreement for the detention basin(s) must be recorded in the Town land records at no cost to the State.A notarized copy of the agreement showing the volume and page number of the town recording must be submitted to this office prior to a permit being issued. 7. Why is the existing catch basin on Rte. 5 on the north radius of proposed driveway being replaced? Instead,reset catch basin top as needed.Please review and revise plans accordingly. 8. For the existing catch basin on the south end of proposed driveway on Rte. 5,please convert it to a Double Type I type instead of replacing it to a CL type. 9. Provide pavement replacement details for the proposed 12'wide deceleration lane on Route 5 for the Lot#1 development.Typical Widening Section and Pavement details must consist of 4" of HMA S0.5 Level 2 bituminous concrete over 5" of HMA S1 bituminous concrete on top of the 10" of processed gravel sub base. 10. Milling and paving will be required on the Rte. 5 proposed driveway where milling and paving limits shall be the length of deceleration lane and be curb to curb.Show on plan. 11. The Office of Traffic Engineering in Newington must review and approve the proposed traffic signal appurtenances,signage and pavement markings plans prior to installation. Please submit plans to this office. 12. An encroachment permit will not be issued until the easements noted in Conditions No. 6&12 have been secured.The Office of Rights of Way has notified this office of your submittals. As regulated by Connecticut General Statute 13b-17,no work is to commence within the State right of way prior to the issuance of a D.O.T.Encroachment Permit. Please revise and submit two sets of complete plans,40-scale or larger,reflecting the above-noted comments. Please contact Ms.Kelli McKeon,Supervising District Service Agent in our Permits Office at(860) 258-4540 if you have any questions regarding this matter. to ruly yours, 1� Sherri L.Ruiz-Clar Special Services Section Manager Bureau of Highway Operations cc: South Windsor Planning and Zoning James G.Bubaris, P.E. James C. Carlino pE�. h i TOWN OF SOUTH WINDSOR L--� EP it 2015 STAFF SITE CHI FOR SITE & SuBDIVISION V�ND50R IIlINGDEFT GENERAL: Andrew J. Krar, P.E. CHANCE ORDER CQNTjkCT PERSON Design Professionals, Inc. Phone No. 860-291-8755 Address 21 Jeffrey Drive South Windsor,Cr 06074 Site NaMe Regional Distribution Center; 135 Sullivan Avenue p&Z Nt3* 15-03P Owner Scannell Properties#205, LLC Phone No. 317-218-1666 Contractor ARCO National Construction Signature of Owner _ �iro%-/� .�a.- �9/Ar Date: � �f � Signature of Design Engr, Date: 71"T Ir CHANGE.- (Describe location and nature of change. Include Four {4) copies of plan/profile of Change. ) Repair to east bank of detention pond Reason for Change: (Why is change requi red) Repair.groundwater breakout areas along east bank of detention pond APPROVALS; (As Required) Dir. Of Planning Date: Town Engineer Date`. a/7!4 � Dr.. of Public Ito s Date Other Date: STAFF CU White - Town Engineer Yellow - Applicant Pin - Director of Planning P.O.BOX 1167 21 JEFFREY DRIVE SOUTH H WINDSOR,CT 06074 PHONE:860.291.8755 FAX:8onalsi c.com vrww.design professionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode 151and • • LETTER OF TRANSMITTAL To: Ms. Michele Lipe Date: 9/15/2015 DPI Project No. 3496 Town of South Windsor Re: 135 Sullivan Avenue 1540 Sullivan Avenue Regional Distribution Center South Windsor,CT 06074 Staff Site Change#2 : 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 9/4/15 Detail Change Order#2(CO-2) 1 9/15/15 Staff Site Change Form • 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: : • SIGNED: CC: Andrew J. Krar, P.E., LEED AP RECEIVED57-1 TOWN OF SOUTH WINDSOR Q 0 4 2015 STAFF SITE CHANGE FOR SITE & SUBDIVISION SOUTMININ MMM EP GENERAL: AndrewJ. Krar,P.E. CHANGE ORDER CONTACT PERSON Design Professionals,Inc. Phone No.860-291-8755 .Address 21 Jeffrey Drive South Windsor,CT 06074 Site Name Regional Distribution Center;135 Sullivan Avenue P&Z No. 15-03P Owner— Scannell Properties#205,LLC Phone No.317-218-1666 Contractor ARCO National Construction Signature of Owner AMDReU Kam? Date: .1ZMIS Signature of Design Engr. Date: CHANGE. (Describe location and nature of change. include Four (4) copies of plan/profile of Change. ) Concrete headwall(different from what was specified on approved site plans) The headwall is west of the main entrance drive(Sullivan with Rye intersection) Reason for Change: (Why is change required) Contractor preference APPROVALS: (As Required) Dar. Of Planning Date: Town Engineer i Date: / T� Dir. of Public 11rks Date: other: :Date: STAFF CO EN`I`a: white - Town Engineer Yellow - Applicant: Pink - Director of Planning Q� is I /. 1 L-1 u ` X . 1J. Og tzb.*bL 'A7 73 77VMQV' 7 f ZL m � # NI 1 i x P.O.BOX 1167 21 JEFFREY DRIVE ■ SOUTH WINDSOR,CT 06074 es�gn PHONE:860.291.8755 om� FAX:8onalsi .8757 c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS/SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwng Connecticut, Massachusetts, *Rhode is/and • • • LETTER OF TRANSMITTAL To: Ms. Michele Lipe Date: 12/4/2015 DPI Project No. 3496 Town of South Windsor Re: 135 Sullivan Avenue 1540 Sullivan Avenue Regional Distribution Center South Windsor, CT 06074 Staff Site Change#3 : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ DESCRIPTIONCOPIES DATE NO. 4 12/4/15 8"xl 1.5"blowup of as-built survey showing concrete headwall 1 12/4/15 Staff Site Change Form 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: CE DEC 0 4 2015 : SOUTH WINDSOR RLANNING DEl'T. : : SIGNED: CC: Andrew J. Krar, P.E., LEED AP 'OWN Sfq a V / a� 0-le Sot� V&U&'at we 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �f�OsoR-c° TELEPHONE (860) 644-2511 January 22, 2016 James C. Carlin Scannell Properties#205, LLC 800 East 96t' Street, Suite 175 Indianapolis, IN 46240 Re: Appl. 15-03P, Sullivan Avenue Industrial Park Regional Distribution Center Bond Reduction/Release Dear Mr. Carlino: This is to advise you that the Planning and Zoning Commission voted on January 19, 2016 to reduce or/and release the following bonds as follows: A I. 15-03P, Regional Distribution Center $50 000 Stormwater Bond reduced by $50,000 to leave a balance of-0- Appl. 15-03P, Regional Distribution Center$25 000 Wetlands Planting Bond reduced by$15,000 to leave a balance of$10,000 Apppl. 15-03P, Regional Distribution Center $50 000 E&S Bond reduced by $45,000 to leave a balance of $5,000 Please forward amendments to the Letters of Credit we are currently holding at your earliest convenience. If you have any further questions contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Austin Moore, CPA Controller ARCO/Murray Jill Marcotte, Scannell Properties Page 1 of 3 Lipe, Michele From: Folger, Jeffrey Sent: Wednesday, December 30, 2015 3:27 PM To: Lipe, Michele Subject: RE: As-builts & List Erosion control can be reduced to$5000.00, the stormwater bond can be released, the wetland mitigation bond can be reduced to$10,000 which must be held for three years to insure maintenance of plantings From: Lipe, Michele Sent: Wednesday, December 30, 2015 10:27 AM To: Folger, Jeffrey Subject: FW: As-builts &List Are we ready to release anything? Michele R. Lipe, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 From: Moore, Austin [mailto:amoore@arcol.com] Sent: Wednesday, December 30, 2015 10:21 AM To: Lipe, Michele Subject: FW: As-builts & List Michele, I believe that the Stormwater, Erosion Control and wetland mitigation bonds for Appl.#15-03P at 135 Sullivan Avenue were due to be reviewed at the December 8th board meeting. Those three bonds were for$50k, $50K and$25k respectively. I have not heard the result of that December 8th meeting, but would like to have these bonds released before year end if it is at all possible. Were you given authorization to release those,or is there anything that we are required to do still for those to be released? Thank you. Austin Moore, CPA I Controller 900 North Rock Hill Rd. I St. Louis, MO 63119 Office:314.963.0715 1 Direct:314.918.2119 1 Cell: 636.443.9413 � I �aipor uic .lr�s�. Circular 230 Disclosure:In compliance with requirements imposed by the IRS pursuant to IRS Circular 230, 1 inform you that any U.S. fox advice contained in this communication (including any attachments) is not intended or written to be used,and cannot be used,for the purpose of 1) avoiding penalties under the Internal Revenue Code or 2) promoting,marketing,or recommending to another party any transaction or matter addressed herein. E-mail Confidentiality Notice and Disclaimer:This e-mail transmission and any attachment to it are intended only for the addressee 1/5/2016 Page 1 of 4 Lipe, Michele From: Moore, Austin [amoore@arco1.com] Sent: Thursday, December 31, 2015 8:57 AM To: Lipe, Michele; Blaylock, Drew Subject: FW: As-builts& List Michele, lama little confused by this. Why would site lighting have anything to do with releasing erosion control, stormwater or wetland mitigation? Also,our letters of credit were to ensure that we completed the work required per the approved site plans. We have no involvement with the maintenance of the planting. So our letters of credit should not be affected by maintenance requirements. This will be a completely separate letter of credit that will need to be issued by the owner. We completed our work as required and the work has been approved so I believe that the letters of credit should be released without exception. You currently have a landscaping bond and an as built survey cash bond from us for those two aspects of the project completion, but again those are completely separate from the three original bonds and should not affect the release of the original three bonds(letters of credit) In order to release the letters of credit, I need the original bank letters returned to me so that I can give them back to our bank to cancel. Because they are letters of credit, reducing them is not really a beneficial option. I would ask that,for now,the erosion control and stormwater letters of credit be returned to me to be cancelled and the wetland mitigation bond be retained in the full$25k amount by you until the owner posts the$10,000 maintenance bond. Once that$10,000 bond is posted by the owner, I would ask that our letter of credit for $25,000 be released in full. Is that an acceptable alternative to the below recommendations from Jeff? Drew please let Scannell know that they need to place a $10,000 wetland planting maintenance bond for the three year term mentioned below. Thank you. CAustinMoore,, CPA I Controller00 North Rck Will Rd. I St. Louis, MO 63119 Office:314.9663.0715 1 Direct:314.918.2119 1 Cell: 636,443,9413 R ! l r Corporf,S NIt law,1(RC. Circular 230 Disclosure:In compliance with requirements imposed by the IRS pursuant to IRS Circular 230, 1 inform you that any U.S. fax advice contained in this communication(including any attachments) is not intended or written to be used,and cannot be used,for the purpose of 1) avoiding penalties under the Internal Revenue Code or 2) promoting,marketing,or recommending to another party any transaction or matter addressed herein. E-mail Confidentiality Notice and Disclaimer:This e-mail transmission and any attachment to it are intended only for the addressee (s) and may contain confidential or privileged information. If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited. If you received this transmission in error,please contact the sender immediately by replying to this e-mail and delete the material from any computer. From: Lipe, Michele [mailto:Michele.Lipe@southwindsor.org] Sent: Thursday, December 31, 2015 7:37 AM To: Moore, Austin Subject: FW: As-builts &List 1/22/2016 PARKS I DE FINANCIAL B A N K & T R U S T RECEIVED Take the Parkside Path JAN 2 9 2016 1 IRREVOCABLE LETTER OF CREDIT NO. 200 WAWINDSOR LANNINGDEK TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT06074 ATTN:Town of South Windsor Planning and Zoning Commission Expiration Date:April 2,2016 ARCO NATIONAL CONSTRUCTION JIM KUSNER We hereby establish our Irrevocable Credit in your favor for the account of 900 North Rock Hill Road SUPERINTENDENT Street Suite 175, Indianapolis IN 46240 Saint Louis,Missouri 63119 MOBILE 314.614.7175 www.arconational.com EMAIL jkusner@arco1.com Project#: Appl#15-03P Regional Distribution Facility, 135 Su 0:314.963.0715 ; F:314.963.7114 shown on plans prepared by Design Professionals, revised -- - ---- Map Reference: 135 Sullivan Avenue,South Windsor CT 06074 Approval Reference: Approval'dated January 28,2015,Certified#70111570000063328284 Purpose: Erosion and Sedimentation Control Available by your drafts drawn up to the aggregate of Fifty Thousand and no/100 Dollars($50,000.00). Your drafts are to be accompanied by: THE ORIGINAL OF THIS LETTER OF CREDIT NO.200,ANY AMENDMENTS THERETO and, A STATEMENT SIGNED BY AN AUTHORIZED OFFICER OF THE TOWN OF SOUTH WINDSOR,CONNECTICUT,STATING THAT [THE CONDITIONS SET FORTH iN A LETTER] DATED JANUARY 28, 2015 FROM THE TOWN OF SOUTH WINDSOR, CONNECTICUT ADDRESSED TO Scannell Properties#205, LLC,800 East 96th Street Suite 175,Indianapolis IN 46240 IN CONNECTION WITH THE Project#Appl#15-03P Regional Distribution Facility, 135 Sullivan Avenue,South Windsor CT 06074 as shown on plans prepared by Design Professionals, Inc., Project#3496 and dated 01/06/15,as revised, 135 Sullivan Avenue,South Windsor,CT 06074, Erosion and Sedimentation Control HAVE NOT BEEN FULFILLED. It is a condition of this credit that it shall be extended and the expiration date set forth above shall be extended,without amendment,for additional periods of at least one(1)year from the present or future expiration dates hereof, unless sixty(60)days prior to any such expiration date we shall notify you in writing by registered mail,to the above address, that we elect not to renew this Letter of Credit for such additional period.Automatic extensions shall continue until such time as the Town of South Windsor releases the obligation. Drafts drawn under this credit must bear on their faces the clause"Drawn Under" Parkside Financial Bank&Trust Letter of Credit No.200 dated April 2,2015. 8112 Maryland Avenue Suite iox Clayton,mo 63105 314-2go-8600 www.parksidepath.com i BOND TRANSMITTAI DATE: February 10, 2016 APPLICANT NAME ARCO National Construction C2Many, Inc. ADDRESS 900 N. Rock Hill Road St. Louis, MO 63119 PROJECT LOCATION/ADDRESS LOT 135 Sullivan Avenue SUBDIVISION Regional Distribution Center P&Z OR IWA/CC APPLICATION NUMBER 15-03P AMOUNT OF BOND $ 5,000 E&S Bond CHECK NUMBER 014210 DEPARTMENT PLANNING SUBMITTED BY Lauren L. Zarambo 2/10/16 NAME DATE PROCESSED BY FINANCE NAME DATE SUB ACCOUNT NUMBER S 0 O a a o MUNIS APPLICATION 201500018 WAPlanning Admin\PZCBonds\2016 Bonds\15-03P RegionalDistributionCenter 1358ull Bond Transmittal.doe PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 02/10/16 CUSTOMER#: 000000000 TIME: 16:16 CLERK: laurenlz RECPT#: 20846742 PREV DAL: TP/YR: MS/2016 AMT PAID: 5000.00 BILL: ADJSTMNT: EFF DT: 02/10/16 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 5000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 5000.00 AMT APPLIED: 5000.00 CHANGE: .00 PAID BY: ARCO NATIONAL CONSTR PAYMENT METH: CHECK PAYMENT REF: 014210 PARKSIDE F I N A N C I A L B AN K/&/& T R US T Take the Parkside Path IRREVOCABLE LETTER OF CREDIT NO. 199 TOWN OF SOUTH WINDSOR q?I Ir e (Oij 1540 SULLIVAN AVENUE RE(i�vE® .10 SOUTH WINDSOR,CT06074 ATTN:Town of South Windsor Planning and Zoning Commission F�� 2 IB Expiration Date:April 2,2016 Sp MWINDSOR"MINGDEPT. We hereby establish our Irrevocable Credit in your favor for the account of Scannell Properties#205, LLC,800 East 96th Street Suite 175, Indianapolis IN 46240 Project#: Appl#15-03P Regional Distribution Facility, 135 Sullivan Avenue,South Windsor CT 06074 as shown on plans prepared by Design Professionals, Inc., Project#3496 and dated 01/06/15, as revised' Map Reference: 135 Sullivan Avenue,South Windsor CT 06074 Approval Reference: Approval dated January 28,2015,Certified#70111570000063328284 Purpose: Storm Water Management Structures Available by your drafts drawn up to the aggregate of Fifty Thousand and no/100 Dollars($50,000.00). Your drafts are to be accompanied by: THE ORIGINAL OF THIS LETTER OF CREDIT NO. 199,ANY AMENDMENTS THERETO and, A STATEMENT SIGNED BY AN AUTHORIZED OFFICER OF THE TOWN OF SOUTH WINDSOR,CONNECTICUT,STATING THAT [THE CONDITIONS SET FORTH IN A LETTER] DATED JANUARY 28,2015 FROM THE TOWN OF SOUTH WINDSOR, CONNECTICUT ADDRESSED TO Scannell Properties#205, LLC,800 East 96th Street Suite 175, Indianapolis IN 46240 IN CONNECTION WITH THE Project#Appl#15-03P Regional Distribution Facility, 135 Sullivan Avenue,South Windsor CT 06074 as shown on plans prepared by Design Professionals, Inc., Project#3496 and dated 01/06/15,as revised, 135 Sullivan Avenue,South Windsor, CT 06074,Storm Water Management Structures HAVE NOT BEEN FULFILLED. It is a condition of this credit that it shall be extended and the expiration date set forth above shall be extended,without amendment,for additional periods of at least one(1)year from the present or future expiration dates hereof, unless sixty(60)days prior to any such expiration date we shall notify you in writing by registered mail,to the above address, that we elect not to renew this Letter of Credit for such additional period.Automatic extensions shall continue until such time as the Town of South Windsor releases the obligation. Drafts drawn under this credit must bear on their faces the clause"Drawn Under" Parkside Financial Bank&Trust Letter of Credit No. 199 dated April 2,2015. 8112 Maryland Avenue Suite ioi Clayton,mo 63105 314-2go-8600 www.parksidepath.com SOWN Sf4 .i ti 01je slau� ?d&U140t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSox•c° TELEPHONE (860) 644-2511 December 2, 2016 Austin Moore ARCO National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 Dear Mr. Moore: Re: Released Letter of Credit for Appl. 15-03P,Regional Distribution Center, 135 Sullivan Avenue This is to advise you that the Planning and Zoning Commission voted on November 29,2016 to release the following bond as follows: PROJECT AMOUNT REDUCTION BALANCE Appl. 15-03P Landscape Bond $20,000 $20,000 -0- Per your email request dated December 1, 2016, please find enclosed letter of credit. If you have any further questions contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Gary Bazzano, Chairman Planning&Zoning Commission Enclosure GB/llz 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. Lil-)e, 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 2/14/2017 tOW N 8 To� siol� ?/, C ' a • w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 SOR-Co TELEPHONE (860) 644-2511 March 30, 2017 Austin Moore ARCO National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 Dear Mr. Moore: Re: Appl. 15-03P, Regional Distribution Center, 135 Sullivan Avenue, Bond Release This is to advise you that the Planning and Zoning Commission voted on March 28, 2017 to release the following bond as follows: PROJECT AMOUNT REDUCTION BALANCE Appl. 15-03P E&S Bond $5,000 $5,000 -0- 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. Very truly yours,` ���I-o, Chairman Planning&Zoning Commission GB/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner BOND RELEASE TRANSMITTAL DATE: March 30, 2017 APPLICANT NAME ARCO National Construction Com any, Inc. ADDRESS 900 North Rock Hill Road St. Louis, MO 63119 PROJECT LOCATION/ADDRESS LOT 135 Sullivan Avenue Regional Distribution Center P&Z OR IWA/CC APPLICATION NUMBER, Appl. 15-03P MUNIS APPLICATION NUMBER 201500018 SUB ACCOUNT NUMBER 500220 Q a� Lf ORIGINAL BOND AMOUNT $ 5,000 E&S Bond CHECK NUMBER 014210 Please Release $ 5,000 Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o March 30, 2017 NAME DATE / O S 2 l5 / / 7 BY CHECK # ISSUED DATE WAPlanning Admin\PZC\Bonds\2017 Bonds\15-03P RegionalDistributionCenter BondReleaseTrans.doc