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20-30P Windsor Federal Site Plan
TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application Number: Official Receipt Date: Munis Application ##: APPLICANT: Windsor Federal Savings & Loan Association PROJECT NAME: Windsor Federal COMPLETE LOCATION OF PROPERTY: 395 Buckland Road (Future address will be 176 Deming Street) OWNER OF RECORD ON LAND RECORDS: 395 Buckland Road, LLC OWNER ADDRESS: 807 Bloomfield Avenue, Windsor, CT 06095 GIS PIN # 15300395 ZONE RC NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Daniel Jameson, Design Professionals, Inc. 21 Jeffrey Drive South Windsor CT 06074 d0ame1on d inc.co 860-291-8755 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to ❑ Open Space Subdivision/Resubdivision ❑ Subdivision presentation time: 30 min (Public Hearing and Certificate of Mailing Required) (Public Hearing and Certificate of Mailing Required) ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table ❑✓ Site Plan of Development 0 New ❑ General Plan of Development (Public Hearing and Certificate of Mailing Required) ❑ Modification Building(s) Sq Ft 2.682 sf t/- ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. ture of Applicant Si ature of Property Owner t N-Ane of Applicant Print Name of Property bwfier Revised 1/9/2017 3T) RkjJJ,k d }2oaj� LL(I Rachel Meier Windsor Federal - Owner Authorization Confirmation From: Frank Carmon <fcarmon@carmonfh.com> Sent: Monday, July 13, 202012:05 PM To: Peter DeMallie<PDeMaIli e@designprofessionalsinc.com> Subject: Re: 4337 PZC Application Peter, As discussed you may authorize the application on my behalf for planning and zoning. Frank Get Outlook for iOS From: Peter DeMallie <PDeMallie desi n rofessionalsinc.com> Sent: Monday, July 13, 202012:04:00 PM To: Frank Carmon <fcarmon@carmonfh.com> Subject: RE: 4337 PZC Application Send me a sentence via email authorizing me to sign on your behalf as agent, and I will do so. Peter R. DeMallie President Design Professionals, Inc. CIVIL & TRAFFIC ENGINEERS / SURVEYORS I PLANNERS I LANDSCAPE ARCHITECTS Serving Connecticut Massachusetts, & Rhode Island P.O. Box 1167 860.291.8755 office 21 Jeffrey Drive 860.9220920 cell South Windsor, CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential andlor privileged matenal_ Any unauthorized review, use, disclosure or distribution is prohibited If you are not the intended recipient, please contact Ube sender by reply a -mail and destroy all copies of the original message. 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ 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. _____ 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. 2 _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____ b. Proposed streets and street lines with center line 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 Easement Date Filed Vol/Pg _____ f. Names of abutting property 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. 3 _____ e. Present wooded area indicated by foliage lines. Any trees to be saved 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. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of 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-year flood limits. _____ k. A-2 & T-2 Certification; P.E & L.S. Seals. _____ 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: _____ 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. 4 _____ 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. _____ 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. _____ 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. _____ 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. _________________________ _____________________________ PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 NAME: L )_W&Or T at LOCATION: li I avU ,4 tY`� t � TYPE OF PROJECT: F lavi_ %4MM (iVt'0tYtd.c1Y'L) ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST The following items must be submitted, in accordance with Section 9.1 of the Zoning Regulations at the time of a site plan application for an industrial or commercial building, or high density housing. 1. Site plan of the property (per Section. 8 of the Zoning Regulations) 2. Architectural elevations of the proposed buildings 3. Types, styles and colors of building materials, exterior facades and facing, and fenestrations (samples suggested) 4. Special architectural features (if applicable) 5. Colors, materials, and location of lighting 5. Design of signs 7. Mechanical hardware proposed on or around the building and roof, including trash compactor, and auxiliary storage areas 8. Landscape plan indicating location, types, sizes, and quantities of proposed plant materials 9. Lighting Plans (per Section 17.22.1.A.1-4 Submission requirements) All of the above -required information/materials have been provided. Signature D__� I -'�o7 .�.:.._._ Date Please be aware that missing information or incomplete information may result in a delay in action by the Committee on this application. Revised December 20, 2000 G:\jobs\4337\Docs\Applications-Working\Abutters\4337 - IWA-PZC Abutter Notice.doc 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 Connecticu t, Massachusetts, & Rhode Island June 12, 2020 Re: Inland Wetlands & Watercourses / Planning & Zoning Applications 176 Deming Street (F.K.A. 395 Buckland Road), South Windsor, CT 06074 Dear Abutting Property Owner: In accordance with Section 7.3b of the “Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations”, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to the hearing to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. Furthermore, in accordance with the Rules & Regulations of the South Windsor Planning & Zoning Commission, you are hereby notified that an application has been filed on the property abutting yours and is subject to a hearing by the Planning & Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to the hearing(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s) prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Michele Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. Benjamin P. Wheeler, PLA Director of Operations Cc: Town of South Windsor Client TOWN OF SOUTH WINDSOR, CONNECTICUT | 176 DEMING STREET (PRESENTLY 395 BUCKLAND ROAD) DIRECT ABUTTERSParcel IDSite AddressOwner NameMailing AddressMailing CityMailing StateMailing Zip27600152152 DEMING STREETSOUTH WINDSOR REALTY CO LLC303 SOUTH BROADWAY STE105TARRYTOWNNY10591-5422- 000015300179179 BUCKLAND ROADCURRENT RESIDENT555 MAIN STREETMANCHESTERCT06040- 000031300800800 EVERGREEN WAYCURRENT RESIDENT2650 THOUSAND OAKS #3150MEMPHISTN38118- 000031300100100 EVERGREEN WAYCURRENT RESIDENT2650 THOUSAND OAKS #3150MEMPHISTN38118- 000017850100100 CEDAR AVENUEREALTY INCOME PROPERTIES 21 LLC11995 EL CAMINO REALSAN DIEGOCA92130- 0000893028002800 TAMARACK AVENUEEVERGREEN MEDICAL ASSOCIATES LLC16435 N SCOTTSDALE RD STE 320SCOTTSDALEAZ85254- 00008930003535 TAMARACK AVENUEBUCKLAND ROAD RETAIL LLC2650 THOUSAND OAKS BLVDMEMPHISTN38118- 000031300000 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 2650 THOUSAND OAKS #2200 MEMPHIS TN 38118- 0000893024002400 TAMARACK AVENUEEVERGREEN MEDICAL ASSOCIATES II LLC16435 N SCOTTSDALE RD STE 320SCOTTSDALEAZ85254- 000027600200200 DEMING STREETSOUTH WINDSOR FARMS PROPCO LLC444 WEST LAKE ST STE 900CHICAGOIL60606-0089- 0000546510001000 LONGLEAF LANERHD SOUTH WINDSOR LLC405 ROTHROCK RD SUITE B102COPLEYOH44321- 0000546512001200 LONGLEAF LANERHD SOUTH WINDSOR LLC4520 EVERHARD ROAD #147CANTONOH44718- 0000320005050 ANDREWS WAYSOUTH WINDSOR DEVELOPERS LLC145 HUDSON ST STE 6CNEW YORKNY10013- 000041350900 900 HEMLOCK AVENUEEVERGREEN CROSSING RETIREMENT COMMUNITY 7101 SOUTH 82ND STREET LINCOLN NE 68516- 000015300419419 BUCKLAND ROADCARMON & COMPANY LLC807 BLOOMFIELD AVEWINDSORCT06095- 0000 esignrofessionals©···esign rofessionals· · · esign rofessionals 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 15300350 465 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300465 152 DEMING STREET SOUTH WINDSOR REALTY CO LLC 27600152 435 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300435 240 DEMING STREET CALVARY CHURCH OF THE ASSEMBLIES 27600240 112 DEMING STREET CURRENT RESIDENT 27600112 100 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 EVERGREEN WALK CURRENT RESIDENT 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 800 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300800 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 200 DEMING STREET SOUTH WINDSOR FARMS PROPCO LLC 27600200 481 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300481 475 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300475 479 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300479 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 3200050 900 HEMLOCK AVENUE EVERGREEN CROSSINGS RETIREMENT COMMUNITY 41350900 432 BUCKLAND ROAD KRE BSL HUSKY BUCKLAND LLC 15300432 419 BUCKLAND ROAD CARMON & COMPANY LLC 15300419 112 DEMING STREET #B BTE REAL ESTATE LLC 27600112B 112 DEMING STREET #C BTE REAL ESTATE LLC 27600112C 130 DEMING STREET 130 DEMING LLC 27600130 112 DEMING STREET #A BTE REAL ESTATE LLC 27600112A 440 BUCKLAND ROAD BERRY PATCH II ASSOCIATES LIMITED 15300440 179 BUCKLAND ROAD EVERGREEN WALK LLC 15300179 esignrofessionals©···· · · esignrofessionals©··· esignrofessionals©··· esignrofessionals©··· esignrofessionals©···· · · ’ · · · · ’ · esignrofessionals©···STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES: MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25MM-50MM (1"-2") HIGHER IN SLOWLY DRAINING SOILS. MULCH RING, 1800MM (6') DIA. MIN. 2400MM (8') DIA. PREFERRED 50MM (2") MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR A MIN. OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DON'T COVER THE TOP OF THE ROOT BALL WITH SOIL. 100MM (4") HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE COMPLETELY IF SYNTHETIC IS USED. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8") INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 1.NO MULCH WITHIN 3" OF TREE TRUNK 2.THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF LOAMY SOILS PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL STRUCTURE SHALL NOT BE PLATY OR NOTES: 2 X ROOT BALL DIAMETER NOTE: FOR DETAILED REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL."BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL.LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. 1.FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. 2.THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. FT) Not to Scale TREE PLANTING DETAIL1 Not to Scale SHRUB & GROUNDCOVER PLANTING DETAIL3 Not to Scale SOIL IMPROVEMENT DETAIL2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.3 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.5 0.4 0.4 0.3 0.5 0.6 0.6 0.5 0.6 0.7 0.8 0.7 0.7 0.9 1.1 1.1 0.8 0.6 0.4 0.4 0.5 0.5 0.7 0.9 0.8 1.0 0.9 0.9 0.9 1.0 1.3 1.2 1.0 1.2 0.8 0.4 0.3 0.2 0.4 0.5 0.6 1.0 1.5 1.5 1.5 1.1 1.0 0.9 1.1 1.3 0.7 0.2 1.1 0.9 0.5 0.3 0.2 0.4 0.5 0.8 1.4 1.7 1.2 1.7 1.5 1.1 0.9 1.1 1.4 1.4 1.1 1.1 0.8 0.5 0.4 0.3 0.2 0.4 0.5 0.7 1.3 1.2 0.1 1.3 1.5 1.1 1.0 1.0 1.1 1.3 1.1 0.9 0.5 0.4 0.4 0.3 0.3 0.5 0.6 0.8 1.3 1.7 1.4 1.8 1.5 0.0 0.4 0.3 0.3 0.2 0.1 0.2 0.4 0.5 0.6 0.9 1.4 1.3 1.4 1.0 0.9 0.0 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.8 0.9 0.8 0.0 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.7 0.7 0.7 0.8 0.7 0.0 0.3 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.4 0.3 0.3 0.2 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.7 0.7 0.8 0.5 0.5 0.4 0.3 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.5 0.4 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.8 1.2 1.4 1.5 1.4 1.4 1.4 1.4 1.6 1.6 1.6 1.1 0.7 0.6 0.5 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.7 1.1 1.6 1.7 2.0 1.8 1.5 1.3 1.6 1.9 1.8 1.7 1.7 1.0 0.6 0.5 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.4 0.5 1.1 1.8 1.4 1.2 1.6 2.0 0.6 0.6 1.6 1.0 0.6 0.5 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.7 1.2 1.7 1.2 1.6 1.9 1.5 1.2 1.6 2.1 1.6 1.5 1.6 1.1 0.6 0.5 0.3 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.6 0.8 1.3 1.7 1.8 1.4 1.2 1.1 1.3 1.5 1.7 1.5 1.2 0.8 0.6 0.5 0.3 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.9 1.0 1.1 1.0 1.0 1.0 0.9 1.0 1.0 0.8 0.8 0.6 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.6 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.250.25 0.25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 esignrofessionals©··· esignrofessionals©···“ ” · ·” ·“” · · · esignrofessionals©··· esignrofessionals©···8.3' [2.53m] MAX. COVER DEPTH 78.0" [1982 mm]87.0" [2211 mm] MIN. CENTER TO CENTER260.0" [6604 mm] MIN. RECHARGER 902HD HEAVY DUTY CHAMBER MIN. 95% COMPACTED FILL OR GRANULAR SUB-BASE HVLV FC-48 FEED CONNECTOR WHERE SPECIFIED 1-2 INCH [25-50mm] WASHED, CRUSHED STONE SURROUNDING CHAMBERS PAVEMENT OR FINISHED GRADE 9.0" [229 mm] MIN. 48.0" [1219 mm] 12.0" [305 mm] MIN. 12.0" [305 mm] MIN. FOR PAVED 18.0" [457mm] MIN. FOR UNPAVED CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET *THE CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. esignrofessionals©····· · · STANDING SEAM METAL ROOF CELLULAR PVC TRIM BOARD FIBER CEMENT CLAPBOARD VINYL CLAD WOOD WINDOW MULTI-COLOR CLAY BRICK GRANITE BASE ALUMINUM SKYLIGHT FIBER CEMENT FLAT SIDING PVC CELLULAR TRIM LAMP POST LVL OR BEAM 12" DEEP 9" truss or 2x12 POST STEEL BEAM OR LVL 4X4 STEEL TUBES 5X5 STEEL TUBE OPTION-A NO COLUMNS OPTION-B WITH COLUMNS 9' - 0"2 A5.10 3 A5.10 4 A5.10 56' - 0"46' - 6"1' - 0"5 A5.10 5 A5.10 12' - 2"2' - 6" 8' - 0" 18' - 0" 20' - 0" 18' - 0" 14' - 0" 4' - 0" 20' - 0"18' - 0"2' - 0"N.D.ATM 1 SERVER 2 WORK ROOM 3 OFFICE-3 4 CONFERENCE ROOM 5 VESTIBULE 6 BANK 7 BREAK ROOM 8 OFFICE-2 9 OFFICE-1 10 ADA TOILET 11 TOILET 12 JANITOR 13 need 10.1'8' - 0"2' - 0"7' - 0"Note: max occ. of 10 for a sliding door 1010.1.2 #9 currently 14 in room A7.10 7 A7.10 A7.10 4 A7.10 2 3 6 5 PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title PROGRESS SET NOT FOR CONSTRUCTION DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 7/10/2020 6:59:59 AMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA5.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Fedral Savings WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA EXTERIOR ELEVATIONS 1/8" = 1'-0" North1 1/8" = 1'-0" East2 1/8" = 1'-0" South3 1/8" = 1'-0" West4 1/8" = 1'-0" Section 15 1/8" = 1'-0" 1ST FLOOR - design6 Stormwater Management Report Windsor Federal Savings Bank 176 Deming Street South Windsor, CT Prepared for: Windsor Federal Savings 250 Broad Street Windsor, CT Prepared by: Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT June 12, 2020 DPI No. 4337 Table of Contents Section Page Introduction 1 Pre-Development Site Conditions 1 Post-Development Site Conditions 3 Analysis of Results 3 Storm Sewer Analysis 4 Water Quality 5 Conclusion 5 Appendices A Pre-Development Drainage HydroCAD Report B Post-Development Drainage HydroCAD Report C NRCS Soil Map & Test Pit Data D Storm Sewer Analysis E Water Quality Calculations Water Quality Flow Calculations Isolator Row Data F Drainage Area Maps Drainage Area Map (Pre & Post) 1 Introduction Windsor Federal Savings is proposing to develop a 0.869+ acre parcel of land located at 176 Deming Street, South Windsor, Connecticut. The property is referenced on the Town of South Windsor Tax Assessors map as GIS #15300395. The proposed development will include the construction of a 2,682+ sf bank office. Associated site improvements will include, but not be limited to, new parking areas for standard vehicles, sidewalks, landscaping, lighting, utilities, and stormwater management BMP’s. Of the 0.869+ acre parcel, approximately 1.12+ acres are proposed to be changed to impervious for the construction of the bank office. For more information, please refer to the plans entitled “Windsor Federal Savings Bank Site Plan ~ 176 Deming Street, South Windsor, CT ~ GIS #15300395” prepared by Design Professionals, Inc. and dated June 12, 2020, as amended. Pre-Development Site Conditions 2016 areal imagery obtained from the University of Connecticut’s, CT ECO website was utilized to evaluate the existing surficial characteristics of the property. Areal imagery from this time indicated that the site contained a house with a barn, and a paved parking lot area. The remaining portions of the site was maintained lawn. Review of the topography of the area indicated that all runoff leaving the site flows north east across its property boundary and parking lot of the Samsel and Carmon Funearl Home, to an existing catchbasin. This catchbasin was selected as design point 1 (DP1) in the drainage analysis. A second design point (DP2) was also selected to evaluate flows entering an existing catchbasin in Deming Street. No runoff from the site enters this catchbasin in the existing condition. This point was selected to assess the potential impacts of the proposed development on the stormwater collection system in Deming Street. The existing conditions watershed delineations and design points are identified in the Existing Condition Drainage Map located in Appendix F. Based on Natural Resources Conservation Service (NRCS) Hydrologic Soil Group (HSG) mapping, all soils onsite are type B. See Appendix C for The NRCS Soil Map & Data. An evaluation was performed to quantify the peak rate of stormwater discharge offsite at DP1 & DP2. The Natural Resources Conservation Service’s TR-55 Manual was followed in predicting the peak rates of runoff and volumes. HydroCAD version 10.00-20 computer modeling software was utilized. Peak rates of stormwater runoff discharging from the design point were evaluated for the 2-, 10-, 25-, 50- and 100-year storm events. For more information, please refer to the enclosed Pre- Development Drainage HydroCAD Report located in Appendix A. 2 Post-Development Site Conditions The subject project proposes the construction of a 2,682+ sf bank office. All runoff generated from the banks roof, parking, and sidewalk areas will be collected in an underground storm water catchment system and be conveyed to an underground detention system (Pond UGC-1). The underground detention system was designed to attenuate the increase in peak rates induced by the proposed impervious area. An outlet control structure with select orifices are proposed to restrict water flow leaving the chamber system. For more information, please refer to the enclosed Post-Development Drainage HydroCAD Report located in Appendix B. The proposed conditions watershed delineations and design points are also identified in the Proposed Condition Drainage Map located in Appendix F. Analysis of Results The pre-development and post-development conditions were analyzed using HydroCAD consistent with National Resource Conservation Service (NRCS) hydrology methods. The discharge locations identified as points of interest for assessing downstream effects. The following tables contains the data generated from the HydroCAD software: Reach (cfs) 2 year 10 year 25 year 50 year 100 year DP1 – Discharge to Samsel and Carmon CB Pre 3.57 7.22 9.57 11.38 13.20 Post 3.50 6.11 8.84 10.83 12.56 Net Change -0.07 -1.11 -0.73 -0.55 -0.64 DP2 – Discharge to Deming Street CB Pre 0.64 1.03 1.27 1.45 1.63 Post 0.64 1.09 1.37 1.58 1.79 Net Change 0.00 +0.06 +0.10 +0.13 +0.16 As seen in the tables above, the proposed discharge to the CB at Samsel and Carmon (DP1) resulted in peak runoff rates that were less than the peak runoff rates of the existing condition for all design storms. The discharge to the CB in Deming street (DP2) is expected to increase slightly as a result of the proposed development. Although the peak discharge at DP2 increased, the total peak discharge leaving the site will remain less than existing conditions since reductions achieved at DP1 were larger than the increases observed at DP2. Storm Sewer Collection System The proposed subsurface stormwater collection and conveyance system was designed to adequately convey proposed runoff under 10- year storm event conditions. The design of the storm sewers followed the guidelines set forth in the Connecticut Department of Transportation’s Drainage Manual. It is estimated that during a 10-year storm event, all proposed subsurface 3 culverts will convey storm runoff without resulting in any unacceptable flooding conditions. The computations are included as Appendix D. Water Quality All catchbasins are proposed with 2’ sumps and trap hoods for preliminary stormwater treatment. The proposed Cultec underground drainage system is also proposed with an Isolator row to further address water quality for pavement surfaces draining to them. Based on the determined water quality flow and manufacturer’s specifications for treated flow rate per chamber, the number of isolator rows provided will be more than adequate to treat the required water quality flow rate. See Appendix E for water quality flow calcs and Cultec Isolator row manufacture’s specifications. Conclusion The proposed stormwater management system as discussed herein and shown on the referenced plans is appropriate for the proposed development on the subject site and is consistent with Town and State requirements. The proposed development should not pose any detrimental impacts to the surrounding stormwater conditions APPENDIX A Watershed Computations (Pre-Development Drainage HydroCAD Report) E1 Existing to Samsel and Carmon CB (DP1) E2 Existing to Deming Street CB (DP2) Routing Diagram for 4337 - Drainage Prepared by Design Professionals Inc. , Printed 6/8/2020 HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcat Reach Pond Link Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 2HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.185 ac 58.67% Impervious Runoff Depth=1.53"Subcatchment E1: Existing to Samsel and Flow Length=597' Tc=8.2 min CN=83 Runoff=3.57 cfs 0.278 af Runoff Area=0.219 ac 100.00% Impervious Runoff Depth=2.87"Subcatchment E2: Existing to Deming Tc=6.0 min CN=98 Runoff=0.64 cfs 0.052 af Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 3HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.185 ac 58.67% Impervious Runoff Depth=3.09"Subcatchment E1: Existing to Samsel and Flow Length=597' Tc=8.2 min CN=83 Runoff=7.22 cfs 0.563 af Runoff Area=0.219 ac 100.00% Impervious Runoff Depth=4.67"Subcatchment E2: Existing to Deming Tc=6.0 min CN=98 Runoff=1.03 cfs 0.085 af Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 4HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.185 ac 58.67% Impervious Runoff Depth=4.13"Subcatchment E1: Existing to Samsel and Flow Length=597' Tc=8.2 min CN=83 Runoff=9.57 cfs 0.752 af Runoff Area=0.219 ac 100.00% Impervious Runoff Depth=5.80"Subcatchment E2: Existing to Deming Tc=6.0 min CN=98 Runoff=1.27 cfs 0.106 af Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 5HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.185 ac 58.67% Impervious Runoff Depth=4.94"Subcatchment E1: Existing to Samsel and Flow Length=597' Tc=8.2 min CN=83 Runoff=11.38 cfs 0.900 af Runoff Area=0.219 ac 100.00% Impervious Runoff Depth=6.67"Subcatchment E2: Existing to Deming Tc=6.0 min CN=98 Runoff=1.45 cfs 0.122 af Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 6HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.185 ac 58.67% Impervious Runoff Depth=5.77"Subcatchment E1: Existing to Samsel and Flow Length=597' Tc=8.2 min CN=83 Runoff=13.20 cfs 1.050 af Runoff Area=0.219 ac 100.00% Impervious Runoff Depth=7.54"Subcatchment E2: Existing to Deming Tc=6.0 min CN=98 Runoff=1.63 cfs 0.138 af Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 7HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff = 3.57 cfs @ 12.12 hrs, Volume= 0.278 af, Depth= 1.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-yr Rainfall=3.10" Area (ac) CN Description 0.903 61 >75% Grass cover, Good, HSG B * 1.282 98 Unconnected impervious, HSG B 2.185 83 Weighted Average 0.903 41.33% Pervious Area 1.282 58.67% Impervious Area 1.282 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.4 12 0.0379 0.14 Sheet Flow, Grass S.F. Grass: Short n= 0.150 P2= 3.10" 0.0 5 0.3840 2.42 Sheet Flow, Sidewalk S.F. Smooth surfaces n= 0.011 P2= 3.10" 4.8 76 0.0712 0.26 Sheet Flow, Grass S.F. Grass: Short n= 0.150 P2= 3.10" 0.9 201 0.0583 3.62 Shallow Concentrated Flow, Grassed S.C.F. Grassed Waterway Kv= 15.0 fps 1.1 303 0.0483 4.46 Shallow Concentrated Flow, Paved S.C.F. Paved Kv= 20.3 fps 8.2 597 Total Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 8HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)3 2 1 0 Type III 24-hr 2-yr Rainfall=3.10" Runoff Area=2.185 ac Runoff Volume=0.278 af Runoff Depth=1.53" Flow Length=597' Tc=8.2 min CN=83 3.57 cfs Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 9HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment E2: Existing to Deming Street CB (DP2) Runoff = 0.64 cfs @ 12.09 hrs, Volume= 0.052 af, Depth= 2.87" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-yr Rainfall=3.10" Area (ac) CN Description * 0.219 98 Unconnected impervious, HSG B 0.219 100.00% Impervious Area 0.219 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment E2: Existing to Deming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 2-yr Rainfall=3.10" Runoff Area=0.219 ac Runoff Volume=0.052 af Runoff Depth=2.87" Tc=6.0 min CN=98 0.64 cfs Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 10HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)8 7 6 5 4 3 2 1 0 Type III 24-hr 10-yr Rainfall=4.91" Runoff Area=2.185 ac Runoff Volume=0.563 af Runoff Depth=3.09" Flow Length=597' Tc=8.2 min CN=83 7.22 cfs Subcatchment E2: Existing to Deming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 10-yr Rainfall=4.91" Runoff Area=0.219 ac Runoff Volume=0.085 af Runoff Depth=4.67" Tc=6.0 min CN=98 1.03 cfs Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 11HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 Type III 24-hr 25-yr Rainfall=6.04" Runoff Area=2.185 ac Runoff Volume=0.752 af Runoff Depth=4.13" Flow Length=597' Tc=8.2 min CN=83 9.57 cfs Subcatchment E2: Existing to Deming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 25-yr Rainfall=6.04" Runoff Area=0.219 ac Runoff Volume=0.106 af Runoff Depth=5.80" Tc=6.0 min CN=98 1.27 cfs Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 12HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 Type III 24-hr 50-yr Rainfall=6.91" Runoff Area=2.185 ac Runoff Volume=0.900 af Runoff Depth=4.94" Flow Length=597' Tc=8.2 min CN=83 11.38 cfs Subcatchment E2: Existing to Deming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 50-yr Rainfall=6.91" Runoff Area=0.219 ac Runoff Volume=0.122 af Runoff Depth=6.67" Tc=6.0 min CN=98 1.45 cfs Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/8/2020Prepared by Design Professionals Inc. Page 13HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment E1: Existing to Samsel and Carmon CB (DP1) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Type III 24-hr 100-yr Rainfall=7.78" Runoff Area=2.185 ac Runoff Volume=1.050 af Runoff Depth=5.77" Flow Length=597' Tc=8.2 min CN=83 13.20 cfs Subcatchment E2: Existing to Deming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 100-yr Rainfall=7.78" Runoff Area=0.219 ac Runoff Volume=0.138 af Runoff Depth=7.54" Tc=6.0 min CN=98 1.63 cfs APPENDIX B Watershed Computations (Post-Development Drainage HydroCAD Report) P1 Proposed (Existing) P2 Proposed To UGS P3 Proposed To Demming Street CB (DP2) UGC-1 Cultec R-902HD DP1 Proposed to Samsel and Carmon CB (DP1) Routing Diagram for 4337 - Drainage Prepared by Design Professionals Inc. , Printed 6/11/2020 HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcat Reach Pond Link Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 2HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.374 ac 77.29% Impervious Runoff Depth=2.08"Subcatchment P1: Proposed (Existing) Tc=6.0 min CN=90 Runoff=3.24 cfs 0.238 af Runoff Area=0.802 ac 68.70% Impervious Runoff Depth=1.75"Subcatchment P2: Proposed To UGS Tc=8.0 min CN=86 Runoff=1.51 cfs 0.117 af Runoff Area=0.252 ac 86.90% Impervious Runoff Depth=2.35"Subcatchment P3: Proposed To Demming Tc=7.0 min CN=93 Runoff=0.64 cfs 0.049 af Peak Elev=97.37' Storage=1,602 cf Inflow=1.51 cfs 0.117 afPond UGC-1: Cultec R-902HD Outflow=0.35 cfs 0.128 af Inflow=3.50 cfs 0.366 afLink DP1: Proposed to Samsel and Carmon CB (DP1) Primary=3.50 cfs 0.366 af Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 3HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.374 ac 77.29% Impervious Runoff Depth=3.79"Subcatchment P1: Proposed (Existing) Tc=6.0 min CN=90 Runoff=5.76 cfs 0.434 af Runoff Area=0.802 ac 68.70% Impervious Runoff Depth=3.38"Subcatchment P2: Proposed To UGS Tc=8.0 min CN=86 Runoff=2.90 cfs 0.226 af Runoff Area=0.252 ac 86.90% Impervious Runoff Depth=4.11"Subcatchment P3: Proposed To Demming Tc=7.0 min CN=93 Runoff=1.09 cfs 0.086 af Peak Elev=98.62' Storage=2,528 cf Inflow=2.90 cfs 0.226 afPond UGC-1: Cultec R-902HD Outflow=1.70 cfs 0.237 af Inflow=6.11 cfs 0.671 afLink DP1: Proposed to Samsel and Carmon CB (DP1) Primary=6.11 cfs 0.671 af Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 4HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.374 ac 77.29% Impervious Runoff Depth=4.88"Subcatchment P1: Proposed (Existing) Tc=6.0 min CN=90 Runoff=7.33 cfs 0.559 af Runoff Area=0.802 ac 68.70% Impervious Runoff Depth=4.45"Subcatchment P2: Proposed To UGS Tc=8.0 min CN=86 Runoff=3.77 cfs 0.297 af Runoff Area=0.252 ac 86.90% Impervious Runoff Depth=5.22"Subcatchment P3: Proposed To Demming Tc=7.0 min CN=93 Runoff=1.37 cfs 0.110 af Peak Elev=99.23' Storage=2,927 cf Inflow=3.77 cfs 0.297 afPond UGC-1: Cultec R-902HD Outflow=2.56 cfs 0.309 af Inflow=8.84 cfs 0.868 afLink DP1: Proposed to Samsel and Carmon CB (DP1) Primary=8.84 cfs 0.868 af Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 5HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.374 ac 77.29% Impervious Runoff Depth=5.73"Subcatchment P1: Proposed (Existing) Tc=6.0 min CN=90 Runoff=8.52 cfs 0.657 af Runoff Area=0.802 ac 68.70% Impervious Runoff Depth=5.28"Subcatchment P2: Proposed To UGS Tc=8.0 min CN=86 Runoff=4.44 cfs 0.353 af Runoff Area=0.252 ac 86.90% Impervious Runoff Depth=6.08"Subcatchment P3: Proposed To Demming Tc=7.0 min CN=93 Runoff=1.58 cfs 0.128 af Peak Elev=99.86' Storage=3,232 cf Inflow=4.44 cfs 0.353 afPond UGC-1: Cultec R-902HD Outflow=3.20 cfs 0.364 af Inflow=10.83 cfs 1.021 afLink DP1: Proposed to Samsel and Carmon CB (DP1) Primary=10.83 cfs 1.021 af Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 6HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Time span=0.00-36.00 hrs, dt=0.05 hrs, 721 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.374 ac 77.29% Impervious Runoff Depth=6.59"Subcatchment P1: Proposed (Existing) Tc=6.0 min CN=90 Runoff=9.71 cfs 0.754 af Runoff Area=0.802 ac 68.70% Impervious Runoff Depth=6.12"Subcatchment P2: Proposed To UGS Tc=8.0 min CN=86 Runoff=5.10 cfs 0.409 af Runoff Area=0.252 ac 86.90% Impervious Runoff Depth=6.94"Subcatchment P3: Proposed To Demming Tc=7.0 min CN=93 Runoff=1.79 cfs 0.146 af Peak Elev=100.56' Storage=3,509 cf Inflow=5.10 cfs 0.409 afPond UGC-1: Cultec R-902HD Outflow=3.76 cfs 0.420 af Inflow=12.56 cfs 1.175 afLink DP1: Proposed to Samsel and Carmon CB (DP1) Primary=12.56 cfs 1.175 af Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 7HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment P1: Proposed (Existing) Runoff = 3.24 cfs @ 12.09 hrs, Volume= 0.238 af, Depth= 2.08" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-yr Rainfall=3.10" Area (ac) CN Description 0.312 61 >75% Grass cover, Good, HSG B * 1.062 98 IMPERVIOUS 1.374 90 Weighted Average 0.312 22.71% Pervious Area 1.062 77.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P1: Proposed (Existing) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)3 2 1 0 Type III 24-hr 2-yr Rainfall=3.10" Runoff Area=1.374 ac Runoff Volume=0.238 af Runoff Depth=2.08" Tc=6.0 min CN=90 3.24 cfs Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 8HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment P2: Proposed To UGS Runoff = 1.51 cfs @ 12.12 hrs, Volume= 0.117 af, Depth= 1.75" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-yr Rainfall=3.10" Area (ac) CN Description 0.251 61 >75% Grass cover, Good, HSG B * 0.551 98 IMPERVIOUS 0.802 86 Weighted Average 0.251 31.30% Pervious Area 0.551 68.70% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment P2: Proposed To UGS Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 2-yr Rainfall=3.10" Runoff Area=0.802 ac Runoff Volume=0.117 af Runoff Depth=1.75" Tc=8.0 min CN=86 1.51 cfs Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 9HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff = 0.64 cfs @ 12.10 hrs, Volume= 0.049 af, Depth= 2.35" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-yr Rainfall=3.10" Area (ac) CN Description 0.033 61 >75% Grass cover, Good, HSG B * 0.219 98 IMPERVIOUS 0.252 93 Weighted Average 0.033 13.10% Pervious Area 0.219 86.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type III 24-hr 2-yr Rainfall=3.10" Runoff Area=0.252 ac Runoff Volume=0.049 af Runoff Depth=2.35" Tc=7.0 min CN=93 0.64 cfs Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 10HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Pond UGC-1: Cultec R-902HD Inflow Area = 0.802 ac, 68.70% Impervious, Inflow Depth = 1.75" for 2-yr event Inflow = 1.51 cfs @ 12.12 hrs, Volume= 0.117 af Outflow = 0.35 cfs @ 12.56 hrs, Volume= 0.128 af, Atten= 77%, Lag= 26.4 min Primary = 0.35 cfs @ 12.56 hrs, Volume= 0.128 af Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Starting Elev= 95.96' Surf.Area= 997 sf Storage= 472 cf Peak Elev= 97.37' @ 12.56 hrs Surf.Area= 997 sf Storage= 1,602 cf (1,130 cf above start) Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated: outflow precedes inflow) Volume Invert Avail.Storage Storage Description #1A 95.00' 1,433 cf 23.00'W x 43.37'L x 5.75'H Field A 5,735 cf Overall - 2,153 cf Embedded = 3,582 cf x 40.0% Voids #2A 95.75' 2,153 cf Cultec R-902HD x 33 Inside #1 Effective Size= 69.8"W x 48.0"H => 17.65 sf x 3.67'L = 64.7 cf Overall Size= 78.0"W x 48.0"H x 4.10'L with 0.44' Overlap 33 Chambers in 3 Rows Cap Storage= +2.8 cf x 2 x 3 rows = 16.6 cf 3,586 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 95.00'12.0" Round Culvert L= 283.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 95.00' / 87.50' S= 0.0265 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Device 1 95.00'3.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 97.90'9.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.35 cfs @ 12.56 hrs HW=97.37' (Free Discharge) 1=Culvert (Passes 0.35 cfs of 5.17 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.35 cfs @ 7.22 fps) 3=Orifice/Grate ( Controls 0.00 cfs) Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 11HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Pond UGC-1: Cultec R-902HD Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Inflow Area=0.802 ac Peak Elev=97.37' Storage=1,602 cf 1.51 cfs 0.35 cfs Type III 24-hr 2-yr Rainfall=3.10"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 12HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Area = 2.176 ac, 74.13% Impervious, Inflow Depth = 2.02" for 2-yr event Inflow = 3.50 cfs @ 12.09 hrs, Volume= 0.366 af Primary = 3.50 cfs @ 12.09 hrs, Volume= 0.366 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)3 2 1 0 Inflow Area=2.176 ac 3.50 cfs 3.50 cfs Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 13HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P1: Proposed (Existing) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)6 5 4 3 2 1 0 Type III 24-hr 10-yr Rainfall=4.91" Runoff Area=1.374 ac Runoff Volume=0.434 af Runoff Depth=3.79" Tc=6.0 min CN=90 5.76 cfs Subcatchment P2: Proposed To UGS Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)3 2 1 0 Type III 24-hr 10-yr Rainfall=4.91" Runoff Area=0.802 ac Runoff Volume=0.226 af Runoff Depth=3.38" Tc=8.0 min CN=86 2.90 cfs Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 14HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 10-yr Rainfall=4.91" Runoff Area=0.252 ac Runoff Volume=0.086 af Runoff Depth=4.11" Tc=7.0 min CN=93 1.09 cfs Pond UGC-1: Cultec R-902HD Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)3 2 1 0 Inflow Area=0.802 ac Peak Elev=98.62' Storage=2,528 cf 2.90 cfs 1.70 cfs Type III 24-hr 10-yr Rainfall=4.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 15HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)6 5 4 3 2 1 0 Inflow Area=2.176 ac 6.11 cfs 6.11 cfs Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 16HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P1: Proposed (Existing) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)8 7 6 5 4 3 2 1 0 Type III 24-hr 25-yr Rainfall=6.04" Runoff Area=1.374 ac Runoff Volume=0.559 af Runoff Depth=4.88" Tc=6.0 min CN=90 7.33 cfs Subcatchment P2: Proposed To UGS Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)4 3 2 1 0 Type III 24-hr 25-yr Rainfall=6.04" Runoff Area=0.802 ac Runoff Volume=0.297 af Runoff Depth=4.45" Tc=8.0 min CN=86 3.77 cfs Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 17HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 25-yr Rainfall=6.04" Runoff Area=0.252 ac Runoff Volume=0.110 af Runoff Depth=5.22" Tc=7.0 min CN=93 1.37 cfs Pond UGC-1: Cultec R-902HD Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)4 3 2 1 0 Inflow Area=0.802 ac Peak Elev=99.23' Storage=2,927 cf 3.77 cfs 2.56 cfs Type III 24-hr 25-yr Rainfall=6.04"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 18HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)9 8 7 6 5 4 3 2 1 0 Inflow Area=2.176 ac 8.84 cfs 8.84 cfs Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 19HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P1: Proposed (Existing) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)9 8 7 6 5 4 3 2 1 0 Type III 24-hr 50-yr Rainfall=6.91" Runoff Area=1.374 ac Runoff Volume=0.657 af Runoff Depth=5.73" Tc=6.0 min CN=90 8.52 cfs Subcatchment P2: Proposed To UGS Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)4 3 2 1 0 Type III 24-hr 50-yr Rainfall=6.91" Runoff Area=0.802 ac Runoff Volume=0.353 af Runoff Depth=5.28" Tc=8.0 min CN=86 4.44 cfs Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 20HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)1 0 Type III 24-hr 50-yr Rainfall=6.91" Runoff Area=0.252 ac Runoff Volume=0.128 af Runoff Depth=6.08" Tc=7.0 min CN=93 1.58 cfs Pond UGC-1: Cultec R-902HD Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)4 3 2 1 0 Inflow Area=0.802 ac Peak Elev=99.86' Storage=3,232 cf 4.44 cfs 3.20 cfs Type III 24-hr 50-yr Rainfall=6.91"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 21HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=2.176 ac 10.83 cfs 10.83 cfs Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 22HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P1: Proposed (Existing) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)10 9 8 7 6 5 4 3 2 1 0 Type III 24-hr 100-yr Rainfall=7.78" Runoff Area=1.374 ac Runoff Volume=0.754 af Runoff Depth=6.59" Tc=6.0 min CN=90 9.71 cfs Subcatchment P2: Proposed To UGS Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)5 4 3 2 1 0 Type III 24-hr 100-yr Rainfall=7.78" Runoff Area=0.802 ac Runoff Volume=0.409 af Runoff Depth=6.12" Tc=8.0 min CN=86 5.10 cfs Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 23HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Subcatchment P3: Proposed To Demming Street CB (DP2) Runoff Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)2 1 0 Type III 24-hr 100-yr Rainfall=7.78" Runoff Area=0.252 ac Runoff Volume=0.146 af Runoff Depth=6.94" Tc=7.0 min CN=93 1.79 cfs Pond UGC-1: Cultec R-902HD Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)5 4 3 2 1 0 Inflow Area=0.802 ac Peak Elev=100.56' Storage=3,509 cf 5.10 cfs 3.76 cfs Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 24HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Link DP1: Proposed to Samsel and Carmon CB (DP1) Inflow Primary Hydrograph Time (hours) 3635343332313029282726252423222120191817161514131211109876543210Flow (cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=2.176 ac 12.56 cfs 12.56 cfs Type III 24-hr 100-yr Rainfall=7.78"4337 - Drainage Printed 6/11/2020Prepared by Design Professionals Inc. Page 24HydroCAD® 10.00-25 s/n 09320 © 2019 HydroCAD Software Solutions LLC Summary for Pond UGC-1: Cultec R-902HD Inflow Area = 0.802 ac, 68.70% Impervious, Inflow Depth = 6.12" for 100-yr event Inflow = 5.10 cfs @ 12.11 hrs, Volume= 0.409 af Outflow = 3.76 cfs @ 12.21 hrs, Volume= 0.420 af, Atten= 26%, Lag= 5.6 min Primary = 3.76 cfs @ 12.21 hrs, Volume= 0.420 af Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.05 hrs Starting Elev= 95.96' Surf.Area= 997 sf Storage= 472 cf Peak Elev= 100.56' @ 12.20 hrs Surf.Area= 997 sf Storage= 3,509 cf (3,037 cf above start) Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 18.0 min ( 808.5 - 790.6 ) Volume Invert Avail.Storage Storage Description #1A 95.00' 1,433 cf 23.00'W x 43.37'L x 5.75'H Field A 5,735 cf Overall - 2,153 cf Embedded = 3,582 cf x 40.0% Voids #2A 95.75' 2,153 cf Cultec R-902HD x 33 Inside #1 Effective Size= 69.8"W x 48.0"H => 17.65 sf x 3.67'L = 64.7 cf Overall Size= 78.0"W x 48.0"H x 4.10'L with 0.44' Overlap 33 Chambers in 3 Rows Cap Storage= +2.8 cf x 2 x 3 rows = 16.6 cf 3,586 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 95.00'12.0" Round Culvert L= 283.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 95.00' / 87.50' S= 0.0265 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Device 1 95.00'3.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 97.90'9.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=3.75 cfs @ 12.21 hrs HW=100.54' (Free Discharge) 1=Culvert (Passes 3.75 cfs of 6.79 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.55 cfs @ 11.20 fps) 3=Orifice/Grate (Orifice Controls 3.20 cfs @ 7.24 fps) APPENDIX C NRCS Soil Map & Data United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for State of ConnecticutNatural Resources Conservation Service February 11, 2020 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 State of Connecticut........................................................................................13 12—Raypol silt loam...................................................................................13 108—Saco silt loam....................................................................................14 306—Udorthents-Urban land complex........................................................16 702B—Tisbury silt loam, 3 to 8 percent slopes...........................................18 704B—Enfield silt loam, 3 to 8 percent slopes............................................19 Soil Information for All Uses...............................................................................22 Soil Properties and Qualities..............................................................................22 Soil Qualities and Features.............................................................................22 Hydrologic Soil Group.................................................................................22 References............................................................................................................27 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 463275046327804632810463284046328704632900463293046329604632990463275046327804632810463284046328704632900463293046329604632990703120 703150 703180 703210 703240 703270 703300 703120 703150 703180 703210 703240 703270 703300 41° 49' 22'' N 72° 33' 15'' W41° 49' 22'' N72° 33' 7'' W41° 49' 13'' N 72° 33' 15'' W41° 49' 13'' N 72° 33' 7'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 15 30 60 90 Meters Map Scale: 1:1,270 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 19, Sep 13, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 12 Raypol silt loam 0.1 1.3% 108 Saco silt loam 0.1 0.7% 306 Udorthents-Urban land complex 5.7 67.7% 702B Tisbury silt loam, 3 to 8 percent slopes 0.5 5.9% 704B Enfield silt loam, 3 to 8 percent slopes 2.0 24.4% Totals for Area of Interest 8.4 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate Custom Soil Resource Report 11 pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 State of Connecticut 12—Raypol silt loam Map Unit Setting National map unit symbol: 9ljx Elevation: 0 to 1,200 feet Mean annual precipitation: 43 to 54 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 140 to 185 days Farmland classification: Farmland of statewide importance Map Unit Composition Raypol and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Raypol Setting Landform: Depressions, drainageways Down-slope shape: Concave Across-slope shape: Concave Parent material: Coarse-loamy eolian deposits over sandy and gravelly glaciofluvial deposits derived from granite and/or schist and/or gneiss Typical profile Ap - 0 to 8 inches: silt loam Bg1 - 8 to 12 inches: very fine sandy loam Bg2 - 12 to 20 inches: silt loam Bw1 - 20 to 26 inches: silt loam Bw2 - 26 to 29 inches: very fine sandy loam 2C1 - 29 to 52 inches: stratified very gravelly coarse sand to loamy fine sand 2C2 - 52 to 65 inches: stratified very gravelly coarse sand to loamy fine sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 7.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Hydric soil rating: Yes Custom Soil Resource Report 13 Minor Components Haven Percent of map unit: 5 percent Landform: Terraces, outwash plains Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Enfield Percent of map unit: 5 percent Landform: Outwash plains, terraces Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Ninigret Percent of map unit: 3 percent Landform: Outwash plains, terraces Down-slope shape: Linear Across-slope shape: Concave Hydric soil rating: No Scarboro Percent of map unit: 2 percent Landform: Drainageways, depressions, terraces Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Tisbury Percent of map unit: 2 percent Landform: Outwash plains, terraces Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: No Walpole Percent of map unit: 2 percent Landform: Depressions on terraces, drainageways on terraces Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Unnamed, loamy substratum Percent of map unit: 1 percent 108—Saco silt loam Map Unit Setting National map unit symbol: 9ljv Custom Soil Resource Report 14 Elevation: 0 to 1,200 feet Mean annual precipitation: 43 to 54 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 140 to 185 days Farmland classification: Not prime farmland Map Unit Composition Saco and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Saco Setting Landform: Flood plains Down-slope shape: Concave Across-slope shape: Concave Parent material: Coarse-silty alluvium Typical profile A - 0 to 12 inches: silt loam Cg1 - 12 to 32 inches: silt loam Cg2 - 32 to 48 inches: silt loam 2Cg3 - 48 to 60 inches: stratified very gravelly coarse sand to loamy fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 0 to 6 inches Frequency of flooding: Frequent Frequency of ponding: Frequent Available water storage in profile: High (about 10.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: B/D Hydric soil rating: Yes Minor Components Lim Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Limerick Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Concave Custom Soil Resource Report 15 Hydric soil rating: Yes Winooski Percent of map unit: 3 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No Rippowam Percent of map unit: 3 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Concave Hydric soil rating: Yes Hadley Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No Bash Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 306—Udorthents-Urban land complex Map Unit Setting National map unit symbol: 9lmg Elevation: 0 to 2,000 feet Mean annual precipitation: 43 to 56 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 120 to 185 days Farmland classification: Not prime farmland Map Unit Composition Udorthents and similar soils: 50 percent Urban land: 35 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udorthents Setting Down-slope shape: Convex Across-slope shape: Linear Custom Soil Resource Report 16 Parent material: Drift Typical profile A - 0 to 5 inches: loam C1 - 5 to 21 inches: gravelly loam C2 - 21 to 80 inches: very gravelly sandy loam Properties and qualities Slope: 0 to 25 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00 to 1.98 in/hr) Depth to water table: About 54 to 72 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Hydric soil rating: No Description of Urban Land Typical profile H - 0 to 6 inches: material Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8 Hydrologic Soil Group: D Hydric soil rating: Unranked Minor Components Unnamed, undisturbed soils Percent of map unit: 8 percent Hydric soil rating: No Udorthents, wet substratum Percent of map unit: 5 percent Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Rock outcrop Percent of map unit: 2 percent Hydric soil rating: No Custom Soil Resource Report 17 702B—Tisbury silt loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2y07h Elevation: 0 to 1,260 feet Mean annual precipitation: 43 to 54 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 140 to 185 days Farmland classification: All areas are prime farmland Map Unit Composition Tisbury and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tisbury Setting Landform: Valley trains, outwash terraces, outwash plains, deltas Landform position (three-dimensional): Tread Down-slope shape: Concave Across-slope shape: Concave Parent material: Coarse-silty eolian deposits over sandy and gravelly glaciofluvial deposits derived from granite, schist, and/or gneiss Typical profile Ap - 0 to 8 inches: silt loam Bw1 - 8 to 18 inches: silt loam Bw2 - 18 to 26 inches: silt loam 2C - 26 to 65 inches: extremely gravelly sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: 24 to 36 inches to strongly contrasting textural stratification Natural drainage class: Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.14 to 14.17 in/hr) Depth to water table: About 18 to 30 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 1.9 mmhos/cm) Available water storage in profile: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C Custom Soil Resource Report 18 Hydric soil rating: No Minor Components Agawam Percent of map unit: 5 percent Landform: Outwash plains, kame terraces, outwash terraces, kames, moraines Landform position (two-dimensional): Backslope, shoulder, footslope, summit, toeslope Landform position (three-dimensional): Side slope, crest, head slope, nose slope, tread Down-slope shape: Convex Across-slope shape: Convex Hydric soil rating: No Merrimac Percent of map unit: 5 percent Landform: Kames, outwash plains, moraines, eskers, outwash terraces Landform position (two-dimensional): Backslope, footslope, shoulder, summit, toeslope Landform position (three-dimensional): Side slope, crest, head slope, nose slope, tread Down-slope shape: Convex Across-slope shape: Convex Hydric soil rating: No Ninigret Percent of map unit: 3 percent Landform: Outwash plains, kame terraces, outwash terraces, kames, moraines Landform position (two-dimensional): Footslope, backslope, toeslope Landform position (three-dimensional): Base slope, tread Down-slope shape: Convex, linear Across-slope shape: Convex, concave Hydric soil rating: No Raypol Percent of map unit: 2 percent Landform: Drainageways, depressions Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 704B—Enfield silt loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2y07q Elevation: 0 to 1,200 feet Mean annual precipitation: 43 to 54 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 140 to 185 days Farmland classification: All areas are prime farmland Custom Soil Resource Report 19 Map Unit Composition Enfield and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Enfield Setting Landform: Outwash terraces, outwash plains Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Linear Parent material: Coarse-silty eolian deposits over sandy and gravelly glaciofluvial deposits derived from granite, schist, and/or gneiss Typical profile Ap - 0 to 7 inches: silt loam Bw1 - 7 to 15 inches: silt loam Bw2 - 15 to 25 inches: silt loam 2C - 25 to 60 inches: stratified very gravelly coarse sand to loamy sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: 16 to 39 inches to strongly contrasting textural stratification Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Hydric soil rating: No Minor Components Haven Percent of map unit: 5 percent Landform: Outwash terraces, outwash plains Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Tisbury Percent of map unit: 5 percent Landform: Valley trains, outwash terraces, outwash plains, deltas Landform position (three-dimensional): Tread Down-slope shape: Concave Across-slope shape: Concave Custom Soil Resource Report 20 Hydric soil rating: No Agawam Percent of map unit: 3 percent Landform: Outwash plains, kame terraces, outwash terraces, kames, moraines Landform position (two-dimensional): Backslope, shoulder, footslope, summit, toeslope Landform position (three-dimensional): Side slope, crest, head slope, nose slope, tread Down-slope shape: Convex Across-slope shape: Convex Hydric soil rating: No Raypol Percent of map unit: 2 percent Landform: Drainageways, depressions Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes Custom Soil Resource Report 21 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. 22 Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Custom Soil Resource Report 23 24 Custom Soil Resource Report Map—Hydrologic Soil Group 463275046327804632810463284046328704632900463293046329604632990463275046327804632810463284046328704632900463293046329604632990703120 703150 703180 703210 703240 703270 703300 703120 703150 703180 703210 703240 703270 703300 41° 49' 22'' N 72° 33' 15'' W41° 49' 22'' N72° 33' 7'' W41° 49' 13'' N 72° 33' 15'' W41° 49' 13'' N 72° 33' 7'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 15 30 60 90 Meters Map Scale: 1:1,270 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 19, Sep 13, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 25 Table—Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Raypol silt loam C/D 0.1 1.3% 108 Saco silt loam B/D 0.1 0.7% 306 Udorthents-Urban land complex B 5.7 67.7% 702B Tisbury silt loam, 3 to 8 percent slopes C 0.5 5.9% 704B Enfield silt loam, 3 to 8 percent slopes B 2.0 24.4% Totals for Area of Interest 8.4 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 26 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 27 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 28 APPENDIX D Storm Sewers Analysis Storm and Sanitary Analysis 2020 Storm Sewer Analysis The Gateway DPI No. 3530.N Subbasin Summary Subbasin Area Weighted Total Total Total Peak Time of ID Runoff Rainfall Runoff Runoff Runoff Concentration Coefficient Volume (ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss) Sub-CB-1 0.11 0.7800 0.68 0.53 0.06 0.58 0 00:06:00 Sub-CB-2 0.12 0.7400 0.68 0.50 0.06 0.60 0 00:06:00 Sub-CB-3 0.25 0.5800 0.86 0.50 0.12 0.74 0 00:10:00 Sub-CB-4 0.14 0.7100 0.77 0.55 0.08 0.58 0 00:08:00 Sub-CB-5 0.18 0.7900 0.73 0.57 0.10 0.88 0 00:07:00 Page 1 Storm and Sanitary Analysis 2020 Storm Sewer Analysis The Gateway DPI No. 3530.N Link Summary From To (Outlet)Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow Peak Flow Total Time (Inlet)Node Invert Invert Slope Height Roughness Flow Capacity Velocity Depth Surcharged Node Elevation Elevation (ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft)(min) CB-2 CB-3 30.00 101.60 101.30 1.0000 12.000 0.0130 1.15 3.56 4.05 0.39 0.00 CB-3 CB-4 59.00 101.30 100.75 0.9300 12.000 0.0130 1.61 3.44 4.32 0.48 0.00 CB-4 DMH-1 68.00 100.75 99.95 1.1800 12.000 0.0130 2.08 3.86 5.01 0.52 0.00 DMH-3 Out-1Pipe - (7)285.00 95.00 87.50 2.6300 12.000 0.0130 2.06 5.78 6.73 0.41 0.00 CB-5 Out-1Pipe - (8)34.00 98.70 98.42 0.8200 12.000 0.0130 0.88 3.23 4.00 0.36 0.00 CB-1 CB-2 83.00 102.45 101.60 1.0200 12.000 0.0130 0.57 3.61 4.91 0.27 0.00 Page 2 Storm and Sanitary Analysis 2020 Storm Sewer Analysis The Gateway DPI No. 3530.N Junction Input Element Invert Ground/Rim ID Elevation (Max) Elevation (ft)(ft) CB-1 102.45 105.70 CB-2 101.60 105.71 CB-3 101.30 105.87 CB-4 100.75 106.08 CB-5 98.70 101.30 DMH-3 95.00 104.25 Page 3 Storm and Sanitary Analysis 2020 Storm Sewer Analysis The Gateway DPI No. 3530.N Junction Results Element Peak Peak Max HGL Min Time of ID Inflow Lateral Elevation Freeboard Max HGL Inflow Attained Attained Occurrence (cfs)(cfs)(ft)(ft)(days hh:mm) CB-1 0.58 0.58 102.72 2.98 0 00:06 CB-2 1.15 0.60 101.99 3.72 0 00:06 CB-3 1.62 0.74 101.78 4.09 0 00:06 CB-4 2.08 0.57 101.27 4.81 0 00:06 CB-5 0.88 0.88 99.06 2.24 0 00:07 DMH-3 2.06 2.06 95.41 8.84 0 00:00 Page 4 APPENDIX E Water Quality Calculations 395 Buckland Road - DPI No.4337 June 12, 2020 WQF To Underground Chamber System – Watershed P2 To find Unit Peak Discharge qu with Exhibit 4-III, the following is needed: Time of Concentration (Tc): 8 mins = 0.13 hours Initial Abstraction (Ia) in inches / Design Precipitation (P) in inches: Initial abstraction (Ia) from Table 4-I in Chapter 4 of TR-55 needs Curve Number (CN) CN = 86 Ia = 0.326 inches Design Precipitation (P) = 1” for water quality storms per Appendix B Ia/P = 0.326 Unit Peak Discharge qu = 270 cfs/mi2/inch Drainage Area A = 34,935.12 sf = 0.802 acres = 0.0013 mi2 Runoff Depth Q = WQV (acre-feet) x 12 / drainage area (acres) Water Quality Volume (WQV) = (1”)(R)(A)/12, where: R = volumetric runoff coefficient = 0.05 + 0.009(I), where I = percent impervious cover = 68.7% R = 0.05 + 0.009(I) R = 0.05 + 0.009(68.7) R = 0.668 A = drainage area in acres = 0.802 acres WQV = (1”)(R)(A)/12 WQV = (1”)(0.668)(0.802 acres) / 12 in/ft WQV = 0.0446 acre-feet Q = (WQV X 12 in/ft)/Drainage Area Q = (0.0446 acre-feet x 12 in/ft) / 0.802 acres Q = 0.668 in WQF = qu x A x Q WQF = 270 cfs/mi2/inch x 0.0013 mi2 x 0.668 in WQF = 0.23 cfs required Proposed BMP As shown on the enclosed water quality per unit sizing report, the proposed Cultec Isolator row (utilizing at least 2 ~ 902HD chambers @ 0.133 cfs treated flow rate per chamber) is rated for 80% TSS removal for the required 0.23 cfs water quality flow. The current design plan proposes 11 isolator row chambers for the subject area, providing 0.58 cfs of WQF. See isolator row sizing chart included in the appendix. CULTEC Separator Row Sizing Tables (Imperial) Maine DEP / ADS Equivalent Sizing (OK 110 Particle Distribution) ETV (ETV / NJDEP Particle Distribution) 80% TSS Flow Rate (Maine DEP) Chamber Width Installed Chamber Length Bottom Area Treatment Rate / Chamber CONTACTOR 100HD 2.5 gpm/sf 3.00’ 7.5’ 22.50 s.f. 0.125 cfs RECHARGER 150XLHD 2.5 gpm/sf 2.75’ 10.25’ 28.18 s.f. 0.157 cfs RECHARGER 180HD 2.5 gpm/sf 3.00’ 6.33’ 18.99 s.f. 0.106 cfs RECHARGER 280HD 2.5 gpm/sf 3.91’ 7.00’ 27.37 s.f. 0.152 cfs RECHARGER 330XLHD 2.5 gpm/sf 4.33’ 7.00’ 31.31 s.f. 0.174 cfs RECHARGER 360HD 2.5 gpm/sf 5.00’ 3.67’ 18.35 s.f. 0.102 cfs RECHARGER 902HD 2.5 gpm/sf 6.50’ 3.67’ 23.86 s.f. 0.133 cfs 80% TSS Flow Rate (ETV) Chamber Width Installed Chamber Length Bottom Area Treatment Rate / Chamber CONTACTOR 100HD 1.0 gpm/sf 3.00’ 7.5’ 22.50 s.f. 0.050 cfs RECHARGER 150XLHD 1.0 gpm/sf 2.75’ 10.25’ 28.18 s.f. 0.063 cfs RECHARGER 180HD 1.0 gpm/sf 3.00’ 6.33’ 18.99 s.f. 0.042 cfs RECHARGER 280HD 1.0 gpm/sf 3.91’ 7.00’ 27.37 s.f. 0.061 cfs RECHARGER 330XLHD 1.0 gpm/sf 4.33’ 7.00’ 31.31 s.f. 0.070 cfs RECHARGER 360HD 1.0 gpm/sf 5.00’ 3.67’ 18.35 s.f. 0.041 cfs RECHARGER 902HD 1.0 gpm/sf 6.50’ 3.67’ 23.86 s.f. 0.053 cfs APPENDIX F Drainage Area Maps esignrofessionals©··· ARCHITECTURAL &DESIGN REVIEW COMMITTEE MINUTES July 16,2020 5:45 p.111. Membcers present:Marshall Montana,Dave Goslin,Charlia Regulbuto,Sue Larsen Staff present:Michele Lipe,Director of Flaming The online ZOOM meeting was called to order at 5:45 p.111. 1.Appl.20-30P,Windsor Federal Savings &Loan Association —request for Site Plan of Development for 2,682 sf building,on property to be known as 176 Deming Street (formally 395 Buckland Road),RC zone Mr.Benj amin Wheeler of Design Professionals,Inc.presented the application with Mr.Jeffrey Wyszynski and Mr.Jim Becker of Tecton Architects and President of Windsor Federal Savings &Loan Association George Hermann. Mr.Wheeler described the location of the proposed 2,682 sf building at the northwest corner of Buckland Road and Deming Street,to be known as 176 Deming Street.The single story building will employ elements to make it look like a two story building. The existing access drive on Deming Street will be widened to 24 feet.A permeable paver walkway will surround the building and complement the building’s brick surfaces.The walkway will extend all the way to Buckland Road as well as to Deming Street. A retaining wall proposed at the comer will work with the topography of the site that slopes from east west.The cement wall will use colors to blend with the brick material of the building.A decorative aluminum fence,similar to one across the street,will be installed for protection;at the highest point of the retaining wall measuring 7 1/2 feet and tapering to 3 feet. Landscaping on three sides of the foundation will include ornamental grasses,flowering shrubs and other plantings.Ornamental trees will be planted along the property with five linden trees around the perimeter. The specimen maple tree at the intersection will be saved as part of the site plan. Site lighting will include four decorative luminaries in each island around the building.Each will be 16 feet high full cut off lighting as required by zoning.There will be a free standing monument sign with a brick base.The illuminated cabinet portion will be opaque with letters and Iog protruding from the sign. Mr.Wyszynski of Tecton Architects presented two renderings of the building showing the gable roof running the depth of the building creating a large interior open space.The materials,which will be carried out on all four sides,includes a granite stone base,traditional colored brick veneer with}white hardy plank clapboard and white trim.The roof will be a grey standing seam roof with built-in box gutters. Mr.Dave Goslin noted there was a lot of parking that could be shared with Samsel &Carmon Funeral Home next door.Four feet of fencing on top of the retaining wall will be decorative.He suggested that the use of white on white could have more depth with the use of grey color for the hardy plank material. Llghtmg levels were dlscussed The apphcant 1nd1cated they would reV1ew the levels and potent1ally add add1t10nal l1ght1ng to the Slte After discussion,the Committee forwarded a favorable review of the project with the items noted above. The meeting adjoumed at 6:45 PM. Respectfully Submitted, Michele Lipe,AICP Director of Flaming PLANNING DEPARMENT IN—HOUSE REFERRAL FORM DATE:7/17/20 TO:Michael Maniscalco,Michael Gantick,Walter Summers,Jaff Doolittle Ray Favreau,Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent Stetson FROM:Michele Lipe,AICP,Director of Planning The Flaming &Engineering Departments have received plans for the following projects: Appl 20-30P,Windsor Federal Site Plan Location:176 Deming Street (formally 395 Buckland Road) @ Site Plan E Subdivision No.Acres 37,833 sf Zone RC D Industrial &Commercial D Residential No.Lots/Units D new street(s)D new detention area B new open space/recreation area D active Dpassive Planning Department notes: Please comment by 7/3 1/20 and return to the Planning Department. Water:&Public D Private Well Sewerage:&Public D Septic System Proj ect Description:2,682 sf new building Future Town-owned property involved?D Yes &No 20191171.A10 Traffic Impact Study 395 Buckland Road Windsor Federal Savings Bank South Windsor, Connecticut July 2020 Town of South Windsor Land Use Applications 146 Hartford Road Manchester, CT 06040 Prepared for: Mr. George Hermann Windsor Federal Savings & Loan Association 250 Broad Street Windsor, CT 06095 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx. i Table of Contents Traffic Impact Study 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Summary Sheet ................................................................................... iii 1 Introduction ................................................................................. 1 2 Existing Conditions ...................................................................... 1 2.1 Site of Development .............................................................................................. 1 2.2 Adjacent Roadway Network .................................................................................. 1 2.3 Study Area Intersections ....................................................................................... 2 2.4 Traffic Volumes, Speeds and Counts .................................................................... 2 3 Background Traffic Conditions .................................................. 3 3.1 Growth Rate .......................................................................................................... 3 3.2 Other Developments ............................................................................................. 3 3.3 Planned Roadway Improvement Projects ............................................................. 3 4 Proposed Conditions .................................................................. 4 4.1 Development ......................................................................................................... 4 4.2 Site Access and Circulation ................................................................................... 4 4.3 Trip Generation ..................................................................................................... 4 4.4 Trip Distribution ................................................................................................... 5 4.5 Combined Volumes ............................................................................................... 5 5 Analyses ....................................................................................... 5 5.1 Crash Analysis ....................................................................................................... 5 5.2 Intersection Sight Distance Analysis .................................................................... 6 5.3 Intersection Capacity Analysis .............................................................................. 6 5.4 Queue Analysis ...................................................................................................... 8 6 Conclusions & Recommendations ............................................ 8 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx. ii Table of Contents (continued) Traffic Impact Study 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Appendices End of Report Appendix A - Tables 1. Peak Hour Site Generated Traffic Volumes 2. Intersection Crash Data Summary 3. Unsignalized Intersection Level of Service Summary 4. Signalized Intersection Level of Service Summary 5. Morning Peak Hour Queue Length Summary 6. Afternoon Peak Hour Queue Length Summary Appendix B - Figures 1. Location Map 2. 2021 Baseline Traffic Volumes 3. Other Generators - Gateway Development 4. 2021 Background Traffic Volumes 5. Trip Distribution 6. Trip Generation 7. 2021 Combined Traffic Volumes Appendix C Intersection Capacity Analysis Worksheets – Morning Peak Hour Appendix D Intersection Capacity Analysis Worksheets – Afternoon Peak Hour Appendix E Automatic Traffic Recorder (ATR) Data Turning Movement Counts (TMC) Data Appendix F Crash Data \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx iii Summary Sheet As an aid to reviewers, this Summary Sheet has been included to outline the various study parameters utilized in this report. Although a full explanation of the study methodologies is included in the text of the report, this summary can serve as a useful reference for reviewers. Applicant: Windsor Federal Savings & Loan Association Site Location: 395 Buckland Road, South Windsor, Connecticut Site Acreage: 0.87 acres Development Size/Type: 2,682 square foot bank with drive through window Parking: 33 parking spaces Applications: Town of South Windsor Land Use Applications Build Year: 2021 Traffic Counts: Fuss & O’Neill – October 17, 2019 (Turning Movement Counts) Fuss & O’Neill – October 24, 2019 (Automatic Traffic Recorder) Connecticut Department of Transportation – 2017 (Turning Movement Counts) Connecticut Department of Transportation – Gateway Site Generated Traffic Peak Hours Analyzed: Morning Peak Hour – 8:00 a.m. to 9:00 a.m. Afternoon Peak Hour – 4:45 p.m. to 5:45 p.m. Expected Trip Generation: Morning Peak Hour – 25 Trips (14 Entering, 10 Exiting) Afternoon Peak Hour – 54 Trips (27 Entering, 27 Exiting) Capacity Analysis: Technique – 2000 Highway Capacity Manual Execution – Synchro Professional Software, Version 10.0 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 1 1 Introduction Windsor Federal Savings & Loan Association proposes to construct a 2,682 square foot Windsor Federal Savings Bank branch with a drive-through window at the intersection of Buckland Road and Deming Street in South Windsor, Connecticut as shown on the site location map, Figure No.1 of Appendix B. A total of 33 parking spaces will be provided on site, including 2 accessible spaces, and construction on the development is expected to be completed in 2021. Fuss & O’Neill has been retained to study the impact of the proposed Windsor Federal Savings Bank on traffic conditions throughout the adjacent roadway network. This report has been prepared to document the findings of the study and is being submitted to the Town of South Windsor Planning and Zoning Commission in support of the project’s land use applications. 2 Existing Conditions 2.1 Site of Development The existing property is an undeveloped parcel of land bounded by Buckland Road to the east, Deming Street to the south, a medical office complex to the west, and a funeral home to the north. Currently, two driveways access this site; one approximately 450 feet north of the intersection of Buckland Road and Deming Street, and the other approximately 350 feet west of the aforementioned intersection that is shared with the adjacent medical offices. The proposed Windsor Federal Savings Bank is located in South Windsor’s Center Core Zone. 2.2 Adjacent Roadway Network The adjacent roadway network consists of Buckland Road and Deming Street. Buckland Road is a north/south, town-owned, roadway that stretches approximately one and one quarter mile between Sullivan Avenue (Route 194) to the north and Buckland Street in Manchester in the south. Buckland Road carries two lanes of travel in each direction with sidewalks on both sides of the street in the vicinity of the site. The roadway widens for turn lanes at signalized intersections. This roadway is classified by CTDOT as an urban minor arterial roadway, providing access to land generally zoned for commercial and residential uses. The posted speed limit of the roadway is 40 miles per hour for its entire length. Deming Street is an east/west, town-owned, roadway that stretches approximately two and one half miles between Clark Street to the west and Tolland Turnpike (Route 30) to the east. In the area of the site, Deming Street provides one travel lane in each direction plus turn lanes at the driveway to Evergreen Walk and at the Buckland Road intersection. From its intersection with Clark Street to its intersection with Buckland Road, Deming Street is classified by the CTDOT as an urban minor arterial roadway. East of its intersection with Buckland Road to its terminus, Deming Street is classified as an urban local roadway that provides access to land primarily zoned for industrial and residential uses. The posted speed limit of the roadway is 25 miles per hour for its entire length. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 2 2.3 Study Area Intersections The following study area intersections were reviewed: • Buckland Road and Deming Street • Buckland Road and the Existing Funeral Home Site Access Driveway • Deming Street and the Existing Shared Site Access Driveway Buckland Road and Deming Street is a four-way signalized intersection with Buckland Road providing the northbound and southbound approaches and Deming Street providing the eastbound and westbound approaches. Buckland Road provides one shared through/right turn lane, one dedicated through lane, and one dedicated left turn lane in both the northbound and southbound approaches. The eastbound approach on Deming Street offers one dedicated left turn lane, one dedicated through lane, and one dedicated right turn lane. The westbound direction on Deming Street offers a two lane approach at this intersection, a dedicated left turn lane and a shared through/right turn lane. Each approach provides sidewalks and crosswalk connections throughout the intersection in addition to an exclusive pedestrian phase. Buckland Road and the Existing Funeral Home Site Access Driveway is an unsignalized intersection that provides northbound and southbound approaches on Buckland Road as well as an eastbound approach out of the existing funeral home driveway. The northbound and southbound approaches provide two lanes of travel in each direction. The Funeral Home driveway provides one lane of travel in and out of the site and is stop controlled. Sidewalks are provided on each side of Buckland Road through the intersection and a crosswalk has been installed across the existing driveway. Deming Street and the Existing Shared Site Access Driveway is an unsignalized intersection that provides eastbound and westbound approaches on Deming Street as well as a southbound approach out of the site’s existing shared driveway with the adjacent medical office complex. The Deming Street approaches to the intersection provides two lane of travel in each direction and with the driveway being stop controlled. A sidewalk is provided along the south side of the intersection. 2.4 Traffic Volumes, Speeds and Counts The greatest potential for traffic impact on the roadway network by the proposed Windsor Federal Savings Bank will occur during the morning and afternoon peak hours, the periods when commuter related trips are at their highest levels. In order to determine the traffic impact of the proposed Windsor Federal Savings Bank on adjacent street traffic, representatives of Fuss & O’Neill, Inc. conducted morning and afternoon peak hour manual turning movement counts (TMC) on Thursday, October 17, 2019 at the Deming Street intersection with the shared medical office driveway as well as at the Buckland Road intersection with the shared funeral driveway. In addition, the latest CTDOT Planning Department approved traffic volumes were obtained for the intersection of Buckland Road and Deming Street and adjusted to the design year per the growth rate described below in Section 3.1. The traffic \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 3 count data collected indicates that the morning peak hour of traffic is 8:00 a.m. to 9:00 a.m., and the afternoon peak hour is 4:45 p.m. to 5:45 p.m. These peak hours were subsequently analyzed for impacts. Fuss & O’Neill also conducted 24-hour traffic volume and speed counts with automatic traffic recorder (ATR) road tubes on Thursday, October 24, 2019. The counts were located along Buckland Road and Deming Street on each of the site frontages. The 85th percentile speed on Buckland Road was recorded at 44 miles per hour in the northbound direction and 47 miles per hour in the southbound direction. The 24-hour traffic volume on this roadway was recorded to be approximately 19,650 vehicles and 22,435 vehicles travelling northbound and southbound, respectively. The 85th percentile speed on Deming Street was recorded at 36 miles per hour in the eastbound direction and 33 miles per hour in the westbound direction. The 24-hour traffic volume on this roadway was recorded to be approximately 4,700 vehicles and 3,075 vehicles eastbound and westbound, respectively. Copies of both the TMC and ATR traffic data have been included in Appendix E of this report. 3 Background Traffic Conditions 3.1 Growth Rate Upon consultation with the CTDOT Planning Department, the 2019 existing traffic volumes were projected to the 2021 design year utilizing a growth factor of 0.6 percent per year to account for the normal traffic growth in the study area over this two-year time period. These 2021 Baseline traffic volumes for the morning and afternoon peak hours are shown in Figure No. 2 of Appendix B. 3.2 Other Developments Fuss & O’Neill contacted the CTDOT Planning Department and the Town of South Windsor Planning Department to identify any other pending or approved developments having site related traffic in the study area. One such development was identified. The proposed Gateway Development includes a mixed use development of housing, retail, and medical office spaces. This development will be located on Buckland Road south of the study area between the intersections of Hemlock Drive and Cedar Avenue. The roadway traffic volumes for the morning and afternoon peak hours for the proposed Gateway development are shown in Figure No. 3 of Appendix B. These volumes were then added to the 2021 Baseline volumes in Figure No. 2 of Appendix B to yield the 2021 Background traffic volumes in Figure No. 4 of Appendix B which are defined as the design year traffic volumes without the proposed bank traffic. 3.3 Planned Roadway Improvement Projects Fuss & O’Neill contacted CTDOT and the South Windsor Planning Department to identify any roadway improvements scheduled within the study area. No such improvements were identified, \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 4 however the Town of South Windsor recently installed new pedestrian sidewalks along the western side of Buckland Road, including the site frontage. 4 Proposed Conditions 4.1 Development Windsor Federal Savings & Loan Association proposes to construct a Windsor Federal Savings Bank branch with a drive-thru window at the intersection of Buckland Road and Deming Street in South Windsor, Connecticut as shown on the site location map, Figure No.1 of Appendix B. A total of 33 parking spaces, including 2 accessible spaces, will be provided on site. Of these spaces, 17 will be shared with the adjacent funeral home during bank operating hours and all spaces will be available for funeral home use after banking hours. The bank is expected to open in 2021. 4.2 Site Access and Circulation Access to the site will be provided by two shared full-access driveways, one located north on Buckland Road and the other located west on Deming Street. The northern shared access driveway will provide one lane in each direction allowing full access onto the site. This driveway will be shared with the existing funeral home on the parcel of land north of the site. The west site driveway will also provide full access and will be shared amongst the medical offices, funeral home, and proposed bank. Both site access driveways will continue to be stop controlled. The shared access driveway on Deming Street is proposed to be expanded from 20 feet wide to 24 feet wide to improve driveway radii for vehicle turns. In addition, the proposed Windsor Federal Savings Bank and existing funeral home will share cross driveway easements so traffic will be able to travel across each property freely. The proposed Windsor Federal Savings Bank will be installing a new sidewalk on the north side of Deming Street along the property frontage from the Buckland Road sidewalk to the shared driveway as well as new walkway connections into the site from both the Buckland Road and Deming Street sidewalks. The new sidewalks will improve pedestrian connectivity in and around the site. 4.3 Trip Generation The expected site generated traffic data was calculated using existing empirical data from the Institute of Transportation Engineers (ITE) publication Trip Generation, 10th edition, 2017. This publication is an industry-accepted resource for determining trip generation. Trip generation for the weekday morning and weekday afternoon peak hours was calculated using the ITE land use code 912, “Drive-in Bank” A 2,682 square foot bank with a drive through window is expected to generate a total of 25 trips (14 entering, 10 exiting) in the morning peak hour, and 54 trips (27 entering, 27 exiting) in the afternoon peak hour. A summary of the peak hour trip generation information for the proposed development is provided in Table 1 of Appendix A. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 5 4.4 Trip Distribution The distribution of traffic entering and exiting the proposed Windsor Federal Savings Bank was applied to the road network based on the existing regional traffic distributions and the layout of the adjacent roadway network. During the peak hours, the following arrival distributions of traffic are anticipated: • 40% from Buckland Road from the north • 40% from Buckland Road from the south • 10% from Deming Street from the east • 10% from Deming Street from the west A regional arrival/departure distribution for the new site generated traffic traveling to and from the project site is shown in Figure No. 5 of Appendix B. 4.5 Combined Volumes The site generated traffic was distributed to the roadway system based on the arrival/departure distributions with the results shown in Figure No. 6 of Appendix B. These volumes were then added to the 2021 background volumes (without the proposed bank traffic) to yield the year 2021 peak hour Combined traffic volumes (with the proposed bank traffic) shown in Figure No. 7 of Appendix B. 5 Analyses 5.1 Crash Analysis Crash data was gathered from the UConn Crash Repository Database for the following intersections: • Buckland Road and Deming Street • Buckland Road and the Existing Funeral Home Site Access Driveway • Deming Street and the Existing Shared Site Access Driveway The records were gathered for the most recent three years of available data, 2017 through 2019. A summary of the crash data per intersection is provided in Table 2 of Appendix A and a full report of each crash can be found in Appendix F. The intersection of Buckland Road and Deming Street experienced an average of over four crashes per year between 2017 and 2019. The majority of the crashes at this intersection were angle crashes. These crash patterns are not abnormal for a signalized arterial intersection of this size. Of the reported crashes, nearly three quarters resulted in property damage only with no injuries. One crash was reported within the three year span at the Buckland Road and Existing Funeral Home Driveway which included a possible injury associated with a front to rear end collision with both vehicles involved travelling northbound. The intersection of Deming Street and the Existing Shared Driveway experienced one crash within the past three years which resulted in property damage only due \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 6 to a vehicle in the left lane travelling westbound colliding with a vehicle travelling in the same direction in the right lane. No apparent injury was recorded. There were no crashes reported involving a vehicle turning out of either site driveway. The type and frequency of crashes reported at the study area intersections are not considered abnormal for the traffic volumes and geometric characteristics of the study intersections. 5.2 Intersection Sight Distance Analysis Intersection sight distances were measured at the existing shared site driveway locations in accordance with criteria set forth in the 2003 CTDOT Highway Design Manual. This sight distance is measured from a point 15 feet back from the edge of travel-way at a height of 3.5 feet, the standard height of a driver’s eye. The 85th percentile speed on Buckland Road was recorded at 44 miles per hour travelling northbound and 47 miles per hour travelling southbound. According to the CTDOT Highway Design Manual, the required intersection sight distance is 519 feet and 554 feet for passenger vehicles traveling northbound and southbound, respectively, when approaching a four-lane roadway with no median. The available sight distance looking left (north) from the intersection of Buckland Road and the Funeral Home Driveway is in excess of 1,000 feet. The available sight distance looking right (south) from the intersection of Buckland Road and the Funeral Home Driveway is 690 feet. At the intersection of Deming Street and the Existing Shared Site Driveway, the 85th percentile speed was recorded at 36 miles per hour travelling eastbound and 33 miles per hour travelling westbound. According to the CTDOT Highway Design Manual, the required intersection sight distance is 427 feet and 391 feet for passenger vehicles traveling eastbound and westbound, respectively, when approaching a four-lane roadway with no median. The available sight distance looking left (east) and right (west) from the intersection of Deming Street and the Existing Shared Site Driveway is in excess of 700 feet in both directions. It is worth noting that there is a tree located in the southeast corner of the site that will not inhibit sight distance if properly maintained. The intersection sight distances provided will meet the minimum sight distance required by CTDOT for safe egress. 5.3 Intersection Capacity Analysis Capacity analyses for both signalized and unsignalized intersections were conducted using Synchro Professional Software, version 10.0. In discussing intersection capacity analyses results, two terms are used to describe the operating condition of the road or intersection. These two terms are volume to capacity ratio (v/c) and level of service (LOS). The v/c ratio is a ratio of the volume of traffic using an intersection to the total capacity of the intersection (the maximum number of vehicles that can utilize the intersection during an hour). The v/c \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 7 ratio can be used to describe the percentage of capacity utilized by a single intersection movement, a combination of movements, an entire intersection approach, or the intersection as a whole. LOS is a measure of the delay experienced by stopped vehicles at an intersection. LOS is rated on a scale from A to F, with A describing a condition of very low delay (less than 10 seconds per vehicle), and F describing a condition where delays will exceed 50 seconds per vehicle for unsignalized intersections and 80 seconds per vehicle for signalized intersections. Delay is described as a measure of driver discomfort, frustration, fuel consumption, and lost travel time. Therefore, intersections with longer delay times are less acceptable to most drivers. LOS is generally used to describe the operation (based on delay time) of both signalized and unsignalized intersections, while v/c ratio is applied to signalized intersections only. These definitions for v/c ratio and LOS, as well as the methodology for conducting signalized and unsignalized intersection capacity analyses, are taken from the “2000 Highway Capacity Manual” published by the Transportation Research Board. In discussing two way stop controlled unsignalized intersection capacity analyses, LOS is used to provide a description of the delay and operational characteristics of the turns from the minor street (stop sign controlled) to the major street, and turns from the major street to the minor street. Through vehicles are not delayed by the minor street and do not experience delay, therefore they are not rated with a level of service. Using the above referenced methodologies, morning and afternoon peak hour capacity analyses were conducted at the signalized intersection of Buckland Road and Deming Street, and the unsignalized intersections of Buckland Road and the Existing Funeral Home Site Access Driveway, and Deming Street and the Existing Shared Site Access Driveway. Tables No. 3 and 4 of Appendix A present a summary of the levels of service at the unsignalized and signalized intersections for both Background and Combined conditions traffic volumes. Copies of the analysis worksheets can be found in Appendices C and D, for the morning and afternoon peak hours, respectively. The determination of the traffic impact from the proposed Windsor Federal Savings Bank is made through a comparison of the Existing condition LOS (without the proposed Windsor Federal Savings Bank) versus the Combined condition LOS (with the proposed Windsor Federal Savings Bank). The signalized intersection of Buckland Road and Deming Street operates acceptably at LOS B during the morning peak hour and LOS D during the afternoon peak hour of the background condition. During the combined condition of both the morning and afternoon peak hours, the intersection operation remains the same with no reduction in LOS. The unsignalized intersection of Buckland Road and the Existing Funeral Home Site Access Driveway operates acceptably in the northbound direction (left turns into the site) at LOS A in the morning and afternoon peak hours for both the background and combined conditions. The eastbound site driveway approach operates at LOS B and LOS D in the morning and afternoon background conditions, \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 8 respectively. The eastbound shared site driveway approach will experience a small reduction in LOS to LOS C and LOS E in morning and afternoon peak hours for the combined condition, respectively. While some delay may be experienced for traffic exiting this driveway during the afternoon peak hour, any queued vehicles will be stored on site and are able to clear during gaps in traffic created by the adjacent traffic signal at Deming Street. At the unsignalized intersection of Deming Street and the Existing Shared Site Access Driveway, the Deming Street eastbound left turns into the site operate efficiently at LOS A in the morning and afternoon peak hours for both the background and combined conditions. The southbound shared site driveway approach also operates efficiently at LOS B in the morning and afternoon peak hours for both the background and combined conditions. 5.4 Queue Analysis Existing and combined condition 95th percentile (design) queue lengths were reviewed at each intersection in the study area. The 95th percentile (design) vehicle queue lengths represent the maximum queue lengths that can be expected at each of the critical approach lanes of the study area intersections. The queue lengths are provided in the Synchro capacity analysis worksheets, which are attached as Appendix C and D. Tables 5 and 6 of Appendix A provide a summary of the queue lengths for the critical lanes at each intersection. During the morning and afternoon peak hours, the 95th percentile queue lengths at both the unsignalized site driveways are expected to be less than one vehicle length exiting the site and turning left into the site. During the morning and afternoon peak hours, the 95th percentile queue lengths at the signalized intersection of Buckland Road at Deming Street are expected to increase by less than one vehicle length during the morning and afternoon peak hours. The design queue lengths in the combined condition can be accommodated in the available storage at each of the intersections, respectively. 6 Conclusions & Recommendations The purpose of this Traffic Impact Study is to identify the impact of the proposed Windsor Federal Savings Bank branch with a drive-thru window on the surrounding roadway network. The study efforts have indicated that the proposed development will generate a total of 25 trips (14 entering, 10 exiting) in the morning peak hour, and 54 trips (27 entering, 27 existing) in the afternoon peak hour. Capacity analysis revealed that both unsignalized shared access driveways will generally operate acceptably in the combined condition for both the morning and afternoon peak hours. While some delay may be experienced for traffic exiting the shared funeral home driveway on Buckland Road during the afternoon peak hour, any queued vehicles will be stored on site and are able to clear during gaps in traffic created by the adjacent traffic signal at Deming Street. Additionally, the signalized intersection of \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx 9 Buckland Road at Deming Street operates acceptably at LOS B throughout the morning peak hour and LOS D in afternoon peak hours of the background and combined conditions. This intersection will experience no reduction in LOS as a result of the additional traffic from the proposed bank. The 95th percentile queue lengths for all movements at the three study area intersections are expected to increase by no more than one vehicle length. The design queue lengths in the combined condition can be accommodated in the available storage at each of the intersections. The location of both shared site driveways provide sufficient intersection sight distance for vehicles exiting the development for all approaches. Each of the proposed driveway locations meet the minimum sight distance required by CTDOT for safe egress from the site driveway. A review of the crash data provided by the UConn Crash Repository Database indicated that there were no abnormal crash patterns or frequencies in the study area. It should be noted that this development will include a number of enhancements that will improve parking capacity, traffic flow, and pedestrian access in and around the site: • A total of 33 parking spaces, including 2 accessible spaces, will be provided on site. Of these spaces, 17 will be shared with the adjacent funeral home during bank operating hours and all spaces will be available for funeral home use after banking hours. This will benefit the funeral home site which sometimes experiences parking shortages • The shared access driveway on Deming Street is proposed to be expanded from 20 feet wide to 24 feet wide to improve driveway radii for vehicle turns. • The proposed Windsor Federal Savings Bank and existing funeral home will share cross driveway easements so traffic will be able to travel across each property freely without turning onto Buckland Road. • The proposed Windsor Federal Savings Bank will be installing a new sidewalk on the north side of Deming Street along the property frontage from the Buckland Road sidewalk to the shared driveway as well as new walkway connections into the site from both the Buckland Road and Deming Street sidewalks. The new sidewalks will improve pedestrian connectivity in and around the site. Based on the results of the foregoing analysis, it is the professional opinion of Fuss & O’Neill, Inc. that the proposed development will not have a significant impact to traffic operations within the study area. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix A Tables \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 1 Peak Hour Site Generated Traffic Volumes 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Land Use Trip Generation 912 – Drive-in Bank Total Trips Trips Entering Trips Exiting Morning Peak Hour 25 14 10 Afternoon Peak Hour 54 27 27 Note: Trip generation based on rate per land use code 912 (Drive-in Bank) as published in Trip Generation, 10th Edition, 2017. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 2 Intersection Crash Data Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersections Crashes Per Year 2017 2018 2019 Average/Year Buckland Road and Deming Street 7 5 2 4.66 Buckland Road and the Existing Funeral Home Site Access Driveway 0 0 1 <1 Deming Street and the Existing Shared Site Access Driveway 0 0 1 <1 Data provided by the UConn Crash Repository Database. Data includes crashes identified within 200 feet of each study intersection. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 3 Unsignalized Intersection Level of Service Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut *Values indicated are critical movement Level of Service (LOS) Stop Controlled Intersections (Critical Movements) 2021 Morning Peak Hour 2021 Afternoon Peak Hour Background Combined Background Combined Buckland Road and the Existing Funeral Home Site Access Driveway Northbound Buckland Road Approach (left turns) LOS A LOS A LOS A LOS A Eastbound Shared Driveway Approach LOS B LOS C LOS D LOS E Deming Street and the Existing Shared Site Access Driveway Eastbound Deming Street Approach (left turns) LOS A LOS A LOS A LOS A Southbound Shared Driveway Approach LOS B LOS B LOS B LOS B \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 4 Signalized Intersection Level of Service Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut *Values indicated are intersection v/c Ratio/LOS Signalized Intersection 2021 Morning Peak Hour 2021 Afternoon Peak Hour Background Combined Background Combined Buckland Road and Deming Street 0.57/LOS B* 0.57/LOS B 0.66/LOS D 0.66/LOS D \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 5 Morning Peak Hour Queue Length Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersection Approach Lane 2021 Background Queue 2021 Combined Queue Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through NB Left NB Through SB Left SB Through 20 Feet 35 Feet 5 Feet 35 Feet 70 Feet 45 Feet 115 Feet 10 Feet 310 Feet 25 Feet 35 Feet 5 Feet 35 Feet 70 Feet 45 Feet 115 Feet 10 Feet 310 Feet 150 Feet - - 130 Feet - 150 Feet - 300 Feet - Buckland Road and the Existing Funeral Home Site Access Driveway EB Approach NB Approach Left Turns 0 Feet 0 Feet 5 Feet 0 Feet - Deming Street and the Existing Shared Site Access Driveway SB Approach EB Approach Left Turns 5 Feet 0 Feet 5 Feet 0 Feet - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Table 6 Afternoon Peak Hour Queue Length Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersection Approach Lane 2021 Background Queue 2021 Combined Queue Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through NB Left NB Through SB Left SB Through 40 Feet 65 Feet 45 Feet 45 Feet 60 Feet 40 Feet 425 Feet 20 Feet 395 Feet 40 Feet 65 Feet 45 Feet 45 Feet 60 Feet 45 Feet 425 Feet 20 Feet 395 Feet 150 Feet - - 130 Feet - 150 Feet - 300 Feet - Buckland Road and the Existing Funeral Home Site Access Driveway EB Approach NB Approach Left Turns 10 Feet 0 Feet 15 Feet 0 Feet - - Deming Street and the Existing Shared Site Access Driveway SB Approach EB Approach Left Turns 5 Feet 0 Feet 5 Feet 0 Feet - - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix B Figures BUCKL A N D HILLS ROADELLINGTON GulleyFarmBrookAVENUEELLINGTON OA K L A N D SITE LOCATION D E M I N G S T BUCKLAND RDMANCH E S T E R T O W N L I N E SOUTH W I N D S O R T O W N L I N E PROJ. No.: DATE:MS VIEW: LAYER STATE: SCALE: DATUM: VERT.: HORZ.: VERT.: HORZ.:File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171.A10_LOC01.dwg Layout: FIG1 LOC Plotted: Mon, July 06, 2020 - 8:26 AM User: gdepasqualePlotter: DWG TO PDF.PC3 CTB File: FO.STBFIGURE 1 20191171.A10 JULY 2020WINDSOR FEDERAL SAVINGS & LOAN ASSOC. WINDSOR FEDERAL SAVINGS BANK 395 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT 1" = 1000' 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 2: 2021 BASELINE TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 2. 2021 BASELINE Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 3: OTHER GENERATORS - GATEWAY DEVELOPMENT File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 3. OTHER GEN - GATEWAY Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) XX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 4: 2021 BACKGROUND TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 4. 2021 BACKGROUND Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 5: TRIP DISTRIBUTION File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 5. TRIP DIST Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) SITE GENERATED TRAFFIC VOLUMES ENTER EXIT TOTAL MORNING 14 10 24 AFTERNOON 27 27 54 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 6: TRIP GENERATION File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 6. TRIP GEN Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 7: 2021 COMBINED TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 7. 2021 COMBINED Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix C Intersection Capacity Analysis Worksheets Morning Peak Hour 2021 Background Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Future Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.956 0.994 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1781 0 1770 3518 0 1770 3514 0 Flt Permitted 0.676 0.733 0.179 0.438 Satd. Flow (perm) 1259 1863 1583 1365 1781 0 333 3518 0 816 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 34 7 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 20 37 107 43 89 37 160 548 21 16 960 50 Shared Lane Traffic (%) Lane Group Flow (vph) 20 37 107 43 126 0 160 569 0 16 1010 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.3 10.3 10.3 10.3 10.3 37.9 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.71 0.44 0.53 0.34 v/c Ratio 0.08 0.10 0.23 0.16 0.34 0.27 0.37 0.03 0.84 Control Delay 19.7 19.7 1.3 20.9 18.2 5.2 12.3 4.7 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.7 19.7 1.3 20.9 18.2 5.2 12.3 4.7 26.8 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS B B A C B A B A C Approach Delay 7.7 18.9 10.8 26.4 Approach LOS A B B C Queue Length 50th (ft) 6 11 0 12 27 15 64 1 160 Queue Length 95th (ft) 20 31 3 34 66 41 113 7 #307 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 381 564 622 413 563 588 1537 580 1204 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 0.05 0.07 0.17 0.10 0.22 0.27 0.37 0.03 0.84 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 59.9% 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: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Future Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.96 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1781 1770 3520 1770 3513 Flt Permitted 0.68 1.00 1.00 0.73 1.00 0.18 1.00 0.44 1.00 Satd. Flow (perm) 1260 1863 1583 1365 1781 334 3520 816 3513 Peak-hour factor, PHF 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 37 107 43 89 37 160 548 21 16 960 50 RTOR Reduction (vph) 0 0 91 0 29 0 0 4 0 0 5 0 Lane Group Flow (vph) 20 37 16 43 97 0 160 565 0 16 1005 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Effective Green, g (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.15 0.65 0.43 0.48 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 184 272 231 199 260 563 1505 535 1175 v/s Ratio Prot 0.02 c0.05 c0.07 0.16 0.00 c0.29 v/s Ratio Perm 0.02 0.01 0.03 0.12 0.01 v/c Ratio 0.11 0.14 0.07 0.22 0.37 0.28 0.38 0.03 0.86 Uniform Delay, d1 20.3 20.3 20.1 20.6 21.1 5.6 10.7 7.4 17.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.1 0.5 0.9 0.3 0.7 0.0 8.0 Delay (s) 20.5 20.6 20.3 21.1 22.0 5.9 11.4 7.4 25.0 Level of Service C C C C C A B A C Approach Delay (s) 20.4 21.8 10.2 24.7 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 54.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 1 1 555 938 5 Future Volume (vph) 0 1 1 555 938 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.865 0.999 Flt Protected Satd. Flow (prot) 1611 0 0 3539 3536 0 Flt Permitted Satd. Flow (perm) 1611 0 0 3539 3536 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1 1 603 1020 5 Shared Lane Traffic (%) Lane Group Flow (vph) 1 0 0 604 1025 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1 1 555 938 5 Future Volume (Veh/h) 0 1 1 555 938 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 1 603 1020 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.91 vC, conflicting volume 1326 512 1025 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1153 512 1025 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 173 507 673 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 1 202 402 680 345 Volume Left 0 1 0 0 0 Volume Right 1 0 0 0 5 cSH 507 673 1700 1700 1700 Volume to Capacity 0.00 0.00 0.24 0.40 0.20 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 12.1 0.1 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 12.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 2 151 270 7 5 2 Future Volume (vph) 2 151 270 7 5 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.996 0.961 Flt Protected 0.999 0.966 Satd. Flow (prot) 0 3536 3525 0 1729 0 Flt Permitted 0.999 0.966 Satd. Flow (perm) 0 3536 3525 0 1729 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 164 293 8 5 2 Shared Lane Traffic (%) Lane Group Flow (vph) 0 166 301 0 7 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 151 270 7 5 2 Future Volume (Veh/h) 2 151 270 7 5 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 164 293 8 5 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 301 383 150 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 301 383 150 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cM capacity (veh/h) 1257 591 869 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 57 109 195 106 7 Volume Left 2 0 0 0 5 Volume Right 0 0 0 8 2 cSH 1257 1700 1700 1700 651 Volume to Capacity 0.00 0.06 0.11 0.06 0.01 Queue Length 95th (ft) 0 0 0 0 1 Control Delay (s) 0.3 0.0 0.0 0.0 10.6 Lane LOS A B Approach Delay (s) 0.1 0.0 10.6 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 17.7% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix C Intersection Capacity Analysis Worksheets Morning Peak Hour 2021 Combined Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Future Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.955 0.994 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1779 0 1770 3518 0 1770 3514 0 Flt Permitted 0.675 0.732 0.179 0.438 Satd. Flow (perm) 1257 1863 1583 1364 1779 0 333 3518 0 816 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 35 7 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 21 38 110 43 90 38 164 549 21 17 961 50 Shared Lane Traffic (%) Lane Group Flow (vph) 21 38 110 43 128 0 164 570 0 17 1011 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.4 10.4 10.4 10.4 10.4 37.8 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.70 0.44 0.53 0.34 v/c Ratio 0.09 0.11 0.23 0.16 0.35 0.28 0.37 0.03 0.84 Control Delay 19.8 19.7 1.5 20.9 18.2 5.3 12.3 4.8 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.8 19.7 1.5 20.9 18.2 5.3 12.3 4.8 26.9 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS B B A C B A B A C Approach Delay 7.9 18.9 10.7 26.5 Approach LOS A B B C Queue Length 50th (ft) 6 11 0 12 27 15 64 1 160 Queue Length 95th (ft) 21 31 5 34 67 41 114 8 #307 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 381 564 621 413 563 588 1536 580 1203 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 0.06 0.07 0.18 0.10 0.23 0.28 0.37 0.03 0.84 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 59.9% 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: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Future Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.96 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1780 1770 3520 1770 3513 Flt Permitted 0.67 1.00 1.00 0.73 1.00 0.18 1.00 0.44 1.00 Satd. Flow (perm) 1257 1863 1583 1364 1780 334 3520 815 3513 Peak-hour factor, PHF 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) 21 38 110 43 90 38 164 549 21 17 961 50 RTOR Reduction (vph) 0 0 94 0 30 0 0 4 0 0 5 0 Lane Group Flow (vph) 21 38 16 43 98 0 164 566 0 17 1006 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Effective Green, g (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.15 0.65 0.43 0.48 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 183 272 231 199 260 563 1505 534 1175 v/s Ratio Prot 0.02 c0.06 c0.07 0.16 0.00 c0.29 v/s Ratio Perm 0.02 0.01 0.03 0.12 0.01 v/c Ratio 0.11 0.14 0.07 0.22 0.38 0.29 0.38 0.03 0.86 Uniform Delay, d1 20.3 20.4 20.1 20.6 21.1 5.7 10.7 7.4 17.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.1 0.5 0.9 0.3 0.7 0.0 8.1 Delay (s) 20.6 20.6 20.3 21.1 22.0 6.0 11.4 7.4 25.1 Level of Service C C C C C A B A C Approach Delay (s) 20.4 21.8 10.2 24.8 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 54.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 3 3 556 938 10 Future Volume (vph) 2 3 3 556 938 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.919 0.998 Flt Protected 0.980 Satd. Flow (prot) 1678 0 0 3539 3532 0 Flt Permitted 0.980 Satd. Flow (perm) 1678 0 0 3539 3532 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 3 3 604 1020 11 Shared Lane Traffic (%) Lane Group Flow (vph) 5 0 0 607 1031 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 3 3 556 938 10 Future Volume (Veh/h) 2 3 3 556 938 10 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 3 3 604 1020 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.91 vC, conflicting volume 1334 516 1031 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1161 516 1031 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 100 cM capacity (veh/h) 170 504 670 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 5 204 403 680 351 Volume Left 2 3 0 0 0 Volume Right 3 0 0 0 11 cSH 282 670 1700 1700 1700 Volume to Capacity 0.02 0.00 0.24 0.40 0.21 Queue Length 95th (ft) 1 0 0 0 0 Control Delay (s) 18.0 0.2 0.0 0.0 0.0 Lane LOS C A Approach Delay (s) 18.0 0.1 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 4 151 270 12 10 3 Future Volume (vph) 4 151 270 12 10 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.994 0.971 Flt Protected 0.999 0.962 Satd. Flow (prot) 0 3536 3518 0 1740 0 Flt Permitted 0.999 0.962 Satd. Flow (perm) 0 3536 3518 0 1740 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 4 164 293 13 11 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 168 306 0 14 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 4 151 270 12 10 3 Future Volume (Veh/h) 4 151 270 12 10 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 164 293 13 11 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 306 390 153 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 306 390 153 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 1252 585 866 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 59 109 195 111 14 Volume Left 4 0 0 0 11 Volume Right 0 0 0 13 3 cSH 1252 1700 1700 1700 629 Volume to Capacity 0.00 0.06 0.11 0.07 0.02 Queue Length 95th (ft) 0 0 0 0 2 Control Delay (s) 0.6 0.0 0.0 0.0 10.9 Lane LOS A B Approach Delay (s) 0.2 0.0 10.9 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix D Intersection Capacity Analysis Worksheets Afternoon Peak Hour 2021 Background Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Future Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.941 0.993 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1753 0 1770 3514 0 1770 3522 0 Flt Permitted 0.681 0.693 0.182 0.222 Satd. Flow (perm) 1269 1863 1583 1291 1753 0 339 3514 0 414 3522 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 209 47 8 5 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 48 99 209 55 72 47 138 1302 59 43 1113 38 Shared Lane Traffic (%) Lane Group Flow (vph) 48 99 209 55 119 0 138 1361 0 43 1151 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.8 10.8 10.8 10.8 10.8 37.3 23.0 28.2 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.65 0.40 0.49 0.32 v/c Ratio 0.20 0.28 0.45 0.23 0.32 0.25 0.96 0.11 1.03 Control Delay 21.2 21.7 6.8 21.6 15.4 5.5 35.0 5.7 58.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.2 21.7 6.8 21.6 15.4 5.5 35.0 5.7 58.4 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A D A E Approach Delay 12.9 17.4 32.3 56.5 Approach LOS B B C E Queue Length 50th (ft) 14 29 0 16 21 13 213 4 ~196 Queue Length 95th (ft) 38 63 44 41 57 40 #424 16 #391 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 356 523 594 362 525 547 1422 395 1115 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 0.13 0.19 0.35 0.15 0.23 0.25 0.96 0.11 1.03 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 57.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 38.3 Intersection LOS: D Intersection Capacity Utilization 65.3% 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: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Future Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1752 1770 3516 1770 3522 Flt Permitted 0.68 1.00 1.00 0.69 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1268 1863 1583 1291 1752 339 3516 414 3522 Peak-hour factor, PHF 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) 48 99 209 55 72 47 138 1302 59 43 1113 38 RTOR Reduction (vph) 0 0 169 0 38 0 0 5 0 0 3 0 Lane Group Flow (vph) 48 99 40 55 81 0 138 1356 0 43 1148 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Effective Green, g (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.61 0.40 0.46 0.32 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 240 352 299 244 331 534 1418 379 1112 v/s Ratio Prot c0.05 0.05 c0.06 c0.39 0.02 0.33 v/s Ratio Perm 0.04 0.03 0.04 0.10 0.04 v/c Ratio 0.20 0.28 0.13 0.23 0.24 0.26 0.96 0.11 1.03 Uniform Delay, d1 19.5 19.8 19.2 19.6 19.6 7.6 16.5 9.8 19.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.4 0.2 0.5 0.4 0.3 15.5 0.1 35.5 Delay (s) 19.9 20.2 19.4 20.0 20.0 7.8 32.1 9.9 55.0 Level of Service B C B C C A C A E Approach Delay (s) 19.7 20.0 29.8 53.4 Approach LOS B C C D Intersection Summary HCM 2000 Control Delay 36.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 57.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 6 3 1 1284 1099 5 Future Volume (vph) 6 3 1 1284 1099 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.959 0.999 Flt Protected 0.966 Satd. Flow (prot) 1726 0 0 3539 3536 0 Flt Permitted 0.966 Satd. Flow (perm) 1726 0 0 3539 3536 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 3 1 1396 1195 5 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 1397 1200 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 6 3 1 1284 1099 5 Future Volume (Veh/h) 6 3 1 1284 1099 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 3 1 1396 1195 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.63 vC, conflicting volume 1898 600 1200 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1246 600 1200 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 93 99 100 cM capacity (veh/h) 104 444 577 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 10 466 931 797 403 Volume Left 7 1 0 0 0 Volume Right 3 0 0 0 5 cSH 135 577 1700 1700 1700 Volume to Capacity 0.07 0.00 0.55 0.47 0.24 Queue Length 95th (ft) 6 0 0 0 0 Control Delay (s) 33.8 0.1 0.0 0.0 0.0 Lane LOS D A Approach Delay (s) 33.8 0.0 0.0 Approach LOS D Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 315 221 6 11 0 Future Volume (vph) 0 315 221 6 11 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 3539 3525 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 3539 3525 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 342 240 7 12 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 342 247 0 12 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 315 221 6 11 0 Future Volume (Veh/h) 0 315 221 6 11 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 342 240 7 12 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 247 414 124 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 247 414 124 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 1316 566 904 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 114 228 160 87 12 Volume Left 0 0 0 0 12 Volume Right 0 0 0 7 0 cSH 1316 1700 1700 1700 566 Volume to Capacity 0.00 0.13 0.09 0.05 0.02 Queue Length 95th (ft) 0 0 0 0 2 Control Delay (s) 0.0 0.0 0.0 0.0 11.5 Lane LOS B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix D Intersection Capacity Analysis Worksheets Afternoon Peak Hour 2021 Combined Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Future Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.940 0.994 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1751 0 1770 3518 0 1770 3522 0 Flt Permitted 0.679 0.692 0.182 0.222 Satd. Flow (perm) 1265 1863 1583 1289 1751 0 339 3518 0 414 3522 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 218 48 8 5 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 49 100 218 55 73 48 149 1303 59 45 1116 38 Shared Lane Traffic (%) Lane Group Flow (vph) 49 100 218 55 121 0 149 1362 0 45 1154 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.8 10.8 10.8 10.8 10.8 37.3 23.0 28.2 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.65 0.40 0.49 0.32 v/c Ratio 0.21 0.28 0.46 0.23 0.33 0.27 0.96 0.11 1.03 Control Delay 21.3 21.8 6.8 21.6 15.4 5.6 34.9 5.7 59.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.3 21.8 6.8 21.6 15.4 5.6 34.9 5.7 59.2 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A C A E Approach Delay 12.8 17.3 32.0 57.2 Approach LOS B B C E Queue Length 50th (ft) 14 30 0 16 21 14 213 4 ~198 Queue Length 95th (ft) 38 64 45 41 58 42 #424 16 #392 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 355 523 601 361 526 547 1424 395 1115 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 0.14 0.19 0.36 0.15 0.23 0.27 0.96 0.11 1.03 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 57.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 38.3 Intersection LOS: D 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: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Future Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1752 1770 3516 1770 3522 Flt Permitted 0.68 1.00 1.00 0.69 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1265 1863 1583 1290 1752 339 3516 414 3522 Peak-hour factor, PHF 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) 49 100 218 55 73 48 149 1303 59 45 1116 38 RTOR Reduction (vph) 0 0 177 0 39 0 0 5 0 0 3 0 Lane Group Flow (vph) 49 100 41 55 82 0 149 1357 0 45 1151 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Effective Green, g (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.61 0.40 0.46 0.32 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 239 352 299 244 331 534 1418 379 1112 v/s Ratio Prot c0.05 0.05 c0.06 c0.39 0.02 0.33 v/s Ratio Perm 0.04 0.03 0.04 0.11 0.04 v/c Ratio 0.21 0.28 0.14 0.23 0.25 0.28 0.96 0.12 1.03 Uniform Delay, d1 19.5 19.8 19.2 19.6 19.6 7.6 16.5 9.8 19.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.4 0.2 0.5 0.4 0.3 15.6 0.1 36.3 Delay (s) 19.9 20.2 19.4 20.0 20.0 7.9 32.2 10.0 55.8 Level of Service B C B C C A C A E Approach Delay (s) 19.7 20.0 29.8 54.1 Approach LOS B C C D Intersection Summary HCM 2000 Control Delay 37.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 57.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 7 3 1285 1099 17 Future Volume (vph) 15 7 3 1285 1099 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.955 0.998 Flt Protected 0.968 Satd. Flow (prot) 1722 0 0 3539 3532 0 Flt Permitted 0.968 Satd. Flow (perm) 1722 0 0 3539 3532 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 16 8 3 1397 1195 18 Shared Lane Traffic (%) Lane Group Flow (vph) 24 0 0 1400 1213 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 15 7 3 1285 1099 17 Future Volume (Veh/h) 15 7 3 1285 1099 17 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 16 8 3 1397 1195 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.63 vC, conflicting volume 1908 606 1213 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1263 606 1213 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 84 98 99 cM capacity (veh/h) 101 440 571 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 24 469 931 797 416 Volume Left 16 3 0 0 0 Volume Right 8 0 0 0 18 cSH 136 571 1700 1700 1700 Volume to Capacity 0.18 0.01 0.55 0.47 0.24 Queue Length 95th (ft) 15 0 0 0 0 Control Delay (s) 37.1 0.2 0.0 0.0 0.0 Lane LOS E A Approach Delay (s) 37.1 0.1 0.0 Approach LOS E Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 2 315 221 17 22 3 Future Volume (vph) 2 315 221 17 22 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.990 0.985 Flt Protected 0.957 Satd. Flow (prot) 0 3539 3504 0 1756 0 Flt Permitted 0.957 Satd. Flow (perm) 0 3539 3504 0 1756 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 342 240 18 24 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 344 258 0 27 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 315 221 17 22 3 Future Volume (Veh/h) 2 315 221 17 22 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 342 240 18 24 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 258 424 129 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 258 424 129 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 96 100 cM capacity (veh/h) 1304 557 897 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 116 228 160 98 27 Volume Left 2 0 0 0 24 Volume Right 0 0 0 18 3 cSH 1304 1700 1700 1700 582 Volume to Capacity 0.00 0.13 0.09 0.06 0.05 Queue Length 95th (ft) 0 0 0 0 4 Control Delay (s) 0.1 0.0 0.0 0.0 11.5 Lane LOS A B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix E Automatic Traffic Recorder (ATR) Data Turning Movement Counts (TMC) Data File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 1 Buckland Road at Deming Street South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 3 162 2 0 167 7 6 10 0 23 4 70 9 0 83 15 4 6 0 25 298 07:15 AM 5 190 3 0 198 1 10 9 0 20 2 73 20 0 95 17 2 0 0 19 332 07:30 AM 7 190 1 0 198 4 19 8 1 32 5 98 20 0 123 15 6 0 0 21 374 07:45 AM 16 188 2 0 206 11 13 14 1 39 10 86 40 0 136 18 6 3 0 27 408 Total 31 730 8 0 769 23 48 41 2 114 21 327 89 0 437 65 18 9 0 92 1412 08:00 AM 14 192 4 0 210 6 12 5 3 26 4 91 20 0 115 16 3 13 0 32 383 08:15 AM 12 146 3 1 162 8 18 5 0 31 4 101 22 0 127 25 9 0 0 34 354 08:30 AM 8 186 4 0 198 8 13 7 0 28 2 90 26 0 118 40 1 7 0 48 392 08:45 AM 14 149 4 0 167 10 14 4 1 29 7 110 28 0 145 28 8 11 0 47 388 Total 48 673 15 1 737 32 57 21 4 114 17 392 96 0 505 109 21 31 0 161 1517 Grand Total 79 1403 23 1 1506 55 105 62 6 228 38 719 185 0 942 174 39 40 0 253 2929 Apprch %5.2 93.2 1.5 0.1 24.1 46.1 27.2 2.6 4 76.3 19.6 0 68.8 15.4 15.8 0 Total %2.7 47.9 0.8 0 51.4 1.9 3.6 2.1 0.2 7.8 1.3 24.5 6.3 0 32.2 5.9 1.3 1.4 0 8.6 Lights 79 1377 % Lights 100 98.1 100 100 98.3 100 100 100 100 100 100 96.8 100 0 97.6 99.4 100 100 0 99.6 98.3 Trucks 0 23 0 0 23 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 39 % Trucks 0 1.6 0 0 1.5 0 0 0 0 0 0 2.2 0 0 1.7 0 0 0 0 0 1.3 Buses 0 3 0 0 3 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 11 % Buses 0 0.2 0 0 0.2 0 0 0 0 0 0 1 0 0 0.7 0.6 0 0 0 0.4 0.4 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 16 188 2 0 206 11 13 14 1 39 10 86 40 0 136 18 6 3 0 27 408 08:00 AM 14 192 4 0 210 6 12 5 3 26 4 91 20 0 115 16 3 13 0 32 383 08:15 AM 12 146 3 1 162 8 18 5 0 31 4 101 22 0 127 25 9 0 0 34 354 08:30 AM 8 186 4 0 198 8 13 7 0 28 2 90 26 0 118 40 1 7 0 48 392 Total Volume 50 712 13 1 776 33 56 31 4 124 20 368 108 0 496 99 19 23 0 141 1537 % App. Total 6.4 91.8 1.7 0.1 26.6 45.2 25 3.2 4 74.2 21.8 0 70.2 13.5 16.3 0 PHF .781 .927 .813 .250 .924 .750 .778 .554 .333 .795 .500 .911 .675 .000 .912 .619 .528 .442 .000 .734 .942 Buckland Road Deming Street Deming Street Buckland Road Right 50 Thru 712 Left 13 Peds 1 InOut Total 424 776 1200 Right33 Thru56 Left31 Peds4 OutTotalIn52 124 176 Left 108 Thru 368 Right 20 Peds 0 Out TotalIn 842 496 1338 Left23 Thru19 Right99 Peds0 TotalOutIn214 141 355 Peak Hour Begins at 07:45 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 08:00 AM 08:00 AM +0 mins.5 190 3 0 198 4 19 8 1 32 4 91 20 0 115 16 3 13 0 32 +15 mins.7 190 1 0 198 11 13 14 1 39 4 101 22 0 127 25 9 0 0 34 +30 mins.16 188 2 0 206 6 12 5 3 26 2 90 26 0 118 40 1 7 0 48 +45 mins.14 192 4 0 210 8 18 5 0 31 7 110 28 0 145 28 8 11 0 47 Total Volume 42 760 10 0 812 29 62 32 5 128 17 392 96 0 505 109 21 31 0 161 % App. Total 5.2 93.6 1.2 0 22.7 48.4 25 3.9 3.4 77.6 19 0 67.7 13 19.3 0 PHF .656 .990 .625 .000 .967 .659 .816 .571 .417 .821 .607 .891 .857 .000 .871 .681 .583 .596 .000 .839 Buckland Road Deming Street Deming Street Buckland Road Right 42 Thru 760 Left 10 Peds 0 In - Peak Hour: 07:15 AM 812 Right29 Thru62 Left32 Peds5 In - Peak Hour: 07:30 AM128 Left 96 Thru 392 Right 17 Peds 0 In - Peak Hour: 08:00 AM 505 Left31 Thru21 Right109 Peds0 In - Peak Hour: 08:00 AM161 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 1 Buckland Road at Deming Street South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 5 131 6 0 142 15 15 11 1 42 27 210 36 0 273 41 26 28 0 95 552 04:15 PM 17 154 19 0 190 8 6 9 0 23 18 199 32 0 249 28 14 9 0 51 513 04:30 PM 6 160 5 0 171 9 12 13 0 34 20 158 21 0 199 45 25 13 0 83 487 04:45 PM 9 194 11 0 214 8 8 13 0 29 23 246 30 0 299 39 23 9 0 71 613 Total 37 639 41 0 717 40 41 46 1 128 88 813 119 0 1020 153 88 59 0 300 2165 05:00 PM 19 241 9 0 269 6 13 9 0 28 29 252 17 0 298 56 28 23 0 107 702 05:15 PM 9 199 5 0 213 5 7 7 0 19 30 208 23 0 261 28 14 9 0 51 544 05:30 PM 6 169 5 0 180 7 7 12 0 26 29 222 24 0 275 31 13 8 0 52 533 05:45 PM 9 204 19 0 232 8 9 21 0 38 16 211 13 0 240 31 9 4 0 44 554 Total 43 813 38 0 894 26 36 49 0 111 104 893 77 0 1074 146 64 44 0 254 2333 Grand Total 80 1452 79 0 1611 66 77 95 1 239 192 1706 196 0 2094 299 152 103 0 554 4498 Apprch %5 90.1 4.9 0 27.6 32.2 39.7 0.4 9.2 81.5 9.4 0 54 27.4 18.6 0 Total %1.8 32.3 1.8 0 35.8 1.5 1.7 2.1 0 5.3 4.3 37.9 4.4 0 46.6 6.6 3.4 2.3 0 12.3 Lights 80 1444 1702 % Lights 100 99.4 100 0 99.5 100 100 100 100 100 100 99.8 100 0 99.8 100 100 99 0 99.8 99.7 Trucks 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 7 % Trucks 0 0.3 0 0 0.3 0 0 0 0 0 0 0.1 0 0 0 0 0 1 0 0.2 0.2 Buses 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 % Buses 0 0.2 0 0 0.2 0 0 0 0 0 0 0.2 0 0 0.1 0 0 0 0 0 0.1 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 9 194 11 0 214 8 8 13 0 29 23 246 30 0 299 39 23 9 0 71 613 05:00 PM 19 241 9 0 269 6 13 9 0 28 29 252 17 0 298 56 28 23 0 107 702 05:15 PM 9 199 5 0 213 5 7 7 0 19 30 208 23 0 261 28 14 9 0 51 544 05:30 PM 6 169 5 0 180 7 7 12 0 26 29 222 24 0 275 31 13 8 0 52 533 Total Volume 43 803 30 0 876 26 35 41 0 102 111 928 94 0 1133 154 78 49 0 281 2392 % App. Total 4.9 91.7 3.4 0 25.5 34.3 40.2 0 9.8 81.9 8.3 0 54.8 27.8 17.4 0 PHF .566 .833 .682 .000 .814 .813 .673 .788 .000 .879 .925 .921 .783 .000 .947 .688 .696 .533 .000 .657 .852 Buckland Road Deming Street Deming Street Buckland Road Right 43 Thru 803 Left 30 Peds 0 InOut Total 1003 876 1879 Right26 Thru35 Left41 Peds0 OutTotalIn219 102 321 Left 94 Thru 928 Right 111 Peds 0 Out TotalIn 998 1133 2131 Left49 Thru78 Right154 Peds0 TotalOutIn172 281 453 Peak Hour Begins at 04:45 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:45 PM 04:15 PM +0 mins.19 241 9 0 269 15 15 11 1 42 23 246 30 0 299 28 14 9 0 51 +15 mins.9 199 5 0 213 8 6 9 0 23 29 252 17 0 298 45 25 13 0 83 +30 mins.6 169 5 0 180 9 12 13 0 34 30 208 23 0 261 39 23 9 0 71 +45 mins.9 204 19 0 232 8 8 13 0 29 29 222 24 0 275 56 28 23 0 107 Total Volume 43 813 38 0 894 40 41 46 1 128 111 928 94 0 1133 168 90 54 0 312 % App. Total 4.8 90.9 4.3 0 31.2 32 35.9 0.8 9.8 81.9 8.3 0 53.8 28.8 17.3 0 PHF .566 .843 .500 .000 .831 .667 .683 .885 .250 .762 .925 .921 .783 .000 .947 .750 .804 .587 .000 .729 Buckland Road Deming Street Deming Street Buckland Road Right 43 Thru 813 Left 38 Peds 0 In - Peak Hour: 05:00 PM 894 Right40 Thru41 Left46 Peds1 In - Peak Hour: 04:00 PM128 Left 94 Thru 928 Right 111 Peds 0 In - Peak Hour: 04:45 PM 1133 Left54 Thru90 Right168 Peds0 In - Peak Hour: 04:15 PM312 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 1 Buckland Road at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 184 1 0 185 1 0 3 0 4 3 72 1 0 76 0 0 0 0 0 265 07:15 AM 0 201 0 0 201 0 0 0 0 0 2 99 0 0 101 0 0 0 1 1 303 07:30 AM 1 192 0 0 193 0 0 0 0 0 2 96 1 0 99 0 0 0 0 0 292 07:45 AM 2 199 0 0 201 0 0 0 0 0 0 106 0 0 106 1 0 0 0 1 308 Total 3 776 1 0 780 1 0 3 0 4 7 373 2 0 382 1 0 0 1 2 1168 08:00 AM 2 205 0 0 207 0 0 0 0 0 1 103 0 0 104 0 0 0 0 0 311 08:15 AM 2 166 0 0 168 0 0 0 0 0 0 101 0 0 101 0 0 1 1 2 271 08:30 AM 1 198 0 0 199 0 0 0 0 0 0 107 1 0 108 2 0 0 0 2 309 08:45 AM 2 195 1 0 198 1 0 2 0 3 3 116 1 0 120 0 0 0 0 0 321 Total 7 764 1 0 772 1 0 2 0 3 4 427 2 0 433 2 0 1 1 4 1212 Grand Total 10 1540 2 0 1552 2 0 5 0 7 11 800 4 0 815 3 0 1 2 6 2380 Apprch %0.6 99.2 0.1 0 28.6 0 71.4 0 1.3 98.2 0.5 0 50 0 16.7 33.3 Total %0.4 64.7 0.1 0 65.2 0.1 0 0.2 0 0.3 0.5 33.6 0.2 0 34.2 0.1 0 0 0.1 0.3 Lights 10 1511 % Lights 100 98.1 100 0 98.1 100 0 100 0 100 100 97.2 100 0 97.3 100 0 100 100 100 97.9 Trucks 0 27 0 0 27 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 42 % Trucks 0 1.8 0 0 1.7 0 0 0 0 0 0 1.9 0 0 1.8 0 0 0 0 0 1.8 Buses 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 9 % Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0.9 0 0 0.9 0 0 0 0 0 0.4 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 201 0 0 201 0 0 0 0 0 2 99 0 0 101 0 0 0 1 1 303 07:30 AM 1 192 0 0 193 0 0 0 0 0 2 96 1 0 99 0 0 0 0 0 292 07:45 AM 2 199 0 0 201 0 0 0 0 0 0 106 0 0 106 1 0 0 0 1 308 08:00 AM 2 205 0 0 207 0 0 0 0 0 1 103 0 0 104 0 0 0 0 0 311 Total Volume 5 797 0 0 802 0 0 0 0 0 5 404 1 0 410 1 0 0 1 2 1214 % App. Total 0.6 99.4 0 0 0 0 0 0 1.2 98.5 0.2 0 50 0 0 50 PHF .625 .972 .000 .000 .969 .000 .000 .000 .000 .000 .625 .953 .250 .000 .967 .250 .000 .000 .250 .500 .976 Buckland Road Funeral Home Drive Private Drive Buckland Road Right 5 Thru 797 Left 0 Peds 0 InOut Total 404 802 1206 Right0 Thru0 Left0 Peds0 OutTotalIn5 0 5 Left 1 Thru 404 Right 5 Peds 0 Out TotalIn 798 410 1208 Left0 Thru0 Right1 Peds1 TotalOutIn6 2 8 Peak Hour Begins at 07:15 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 08:00 AM 07:45 AM +0 mins.0 201 0 0 201 1 0 3 0 4 1 103 0 0 104 1 0 0 0 1 +15 mins.1 192 0 0 193 0 0 0 0 0 0 101 0 0 101 0 0 0 0 0 +30 mins.2 199 0 0 201 0 0 0 0 0 0 107 1 0 108 0 0 1 1 2 +45 mins.2 205 0 0 207 0 0 0 0 0 3 116 1 0 120 2 0 0 0 2 Total Volume 5 797 0 0 802 1 0 3 0 4 4 427 2 0 433 3 0 1 1 5 % App. Total 0.6 99.4 0 0 25 0 75 0 0.9 98.6 0.5 0 60 0 20 20 PHF .625 .972 .000 .000 .969 .250 .000 .250 .000 .250 .333 .920 .500 .000 .902 .375 .000 .250 .250 .625 Buckland Road Funeral Home Drive Private Drive Buckland Road Right 5 Thru 797 Left 0 Peds 0 In - Peak Hour: 07:15 AM 802 Right1 Thru0 Left3 Peds0 In - Peak Hour: 07:00 AM4 Left 2 Thru 427 Right 4 Peds 0 In - Peak Hour: 08:00 AM 433 Left1 Thru0 Right3 Peds1 In - Peak Hour: 07:45 AM5 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 1 Buckland ROad at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 3 229 2 0 234 3 0 3 0 6 4 189 0 0 193 0 0 1 0 1 434 04:15 PM 2 205 2 0 209 1 0 2 0 3 3 202 1 0 206 0 0 2 0 2 420 04:30 PM 1 171 1 0 173 0 0 1 0 1 4 220 0 0 224 0 0 1 0 1 399 04:45 PM 2 222 0 0 224 1 0 1 0 2 1 217 0 0 218 0 0 6 0 6 450 Total 8 827 5 0 840 5 0 7 0 12 12 828 1 0 841 0 0 10 0 10 1703 05:00 PM 1 216 0 0 217 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 490 05:15 PM 0 197 0 0 197 2 0 3 0 5 3 251 0 0 254 1 0 1 0 2 458 05:30 PM 2 209 2 0 213 2 0 1 0 3 4 216 0 0 220 1 0 0 0 1 437 05:45 PM 2 219 1 0 222 1 0 2 0 3 0 255 1 0 256 1 0 4 0 5 486 Total 5 841 3 0 849 5 0 9 0 14 7 991 1 0 999 3 0 6 0 9 1871 Grand Total 13 1668 8 0 1689 10 0 16 0 26 19 1819 2 0 1840 3 0 16 0 19 3574 Apprch %0.8 98.8 0.5 0 38.5 0 61.5 0 1 98.9 0.1 0 15.8 0 84.2 0 Total %0.4 46.7 0.2 0 47.3 0.3 0 0.4 0 0.7 0.5 50.9 0.1 0 51.5 0.1 0 0.4 0 0.5 Lights 13 1664 1813 % Lights 100 99.8 100 0 99.8 100 0 100 0 100 100 99.7 100 0 99.7 100 0 100 0 100 99.7 Trucks 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 % Trucks 0 0.1 0 0 0.1 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 0.1 Buses 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6 % Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0 0 0 0.2 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 216 0 0 217 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 490 05:15 PM 0 197 0 0 197 2 0 3 0 5 3 251 0 0 254 1 0 1 0 2 458 05:30 PM 2 209 2 0 213 2 0 1 0 3 4 216 0 0 220 1 0 0 0 1 437 05:45 PM 2 219 1 0 222 1 0 2 0 3 0 255 1 0 256 1 0 4 0 5 486 Total Volume 5 841 3 0 849 5 0 9 0 14 7 991 1 0 999 3 0 6 0 9 1871 % App. Total 0.6 99.1 0.4 0 35.7 0 64.3 0 0.7 99.2 0.1 0 33.3 0 66.7 0 PHF .625 .960 .375 .000 .956 .625 .000 .750 .000 .700 .438 .921 .250 .000 .928 .750 .000 .375 .000 .450 .955 Buckland Road Funeral Home Dr Private Drive Buckland Road Right 5 Thru 841 Left 3 Peds 0 InOut Total 1002 849 1851 Right5 Thru0 Left9 Peds0 OutTotalIn10 14 24 Left 1 Thru 991 Right 7 Peds 0 Out TotalIn 853 999 1852 Left6 Thru0 Right3 Peds0 TotalOutIn6 9 15 Peak Hour Begins at 05:00 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM 04:00 PM +0 mins.2 222 0 0 224 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 +15 mins.1 216 0 0 217 2 0 3 0 5 3 251 0 0 254 0 0 2 0 2 +30 mins.0 197 0 0 197 2 0 1 0 3 4 216 0 0 220 0 0 1 0 1 +45 mins.2 209 2 0 213 1 0 2 0 3 0 255 1 0 256 0 0 6 0 6 Total Volume 5 844 2 0 851 5 0 9 0 14 7 991 1 0 999 0 0 10 0 10 % App. Total 0.6 99.2 0.2 0 35.7 0 64.3 0 0.7 99.2 0.1 0 0 0 100 0 PHF .625 .950 .250 .000 .950 .625 .000 .750 .000 .700 .438 .921 .250 .000 .928 .000 .000 .417 .000 .417 Buckland Road Funeral Home Dr Private Drive Buckland Road Right 5 Thru 844 Left 2 Peds 0 In - Peak Hour: 04:45 PM 851 Right5 Thru0 Left9 Peds0 In - Peak Hour: 05:00 PM14 Left 1 Thru 991 Right 7 Peds 0 In - Peak Hour: 05:00 PM 999 Left10 Thru0 Right0 Peds0 In - Peak Hour: 04:00 PM10 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 1 Deming Street at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 0 0 0 1 0 7 8 0 15 5 0 3 0 8 2 23 0 0 25 49 07:15 AM 0 0 0 0 0 0 23 22 0 45 0 0 1 1 2 5 13 0 0 18 65 07:30 AM 0 0 3 0 3 7 19 22 0 48 3 0 1 0 4 2 20 0 0 22 77 07:45 AM 0 0 1 0 1 3 16 45 1 65 4 0 3 0 7 12 13 1 0 26 99 Total 1 0 4 0 5 10 65 97 1 173 12 0 8 1 21 21 69 1 0 91 290 08:00 AM 0 0 3 0 3 5 11 26 0 42 8 0 1 0 9 15 17 0 0 32 86 08:15 AM 0 0 1 0 1 2 18 30 0 50 11 0 4 0 15 14 21 0 0 35 101 08:30 AM 1 0 1 0 2 1 17 27 0 45 11 0 3 0 14 11 30 0 0 41 102 08:45 AM 1 0 0 0 1 4 23 39 0 66 18 0 5 0 23 12 23 0 0 35 125 Total 2 0 5 0 7 12 69 122 0 203 48 0 13 0 61 52 91 0 0 143 414 Grand Total 3 0 9 0 12 22 134 219 1 376 60 0 21 1 82 73 160 1 0 234 704 Apprch %25 0 75 0 5.9 35.6 58.2 0.3 73.2 0 25.6 1.2 31.2 68.4 0.4 0 Total %0.4 0 1.3 0 1.7 3.1 19 31.1 0.1 53.4 8.5 0 3 0.1 11.6 10.4 22.7 0.1 0 33.2 Lights 3 0 9 0 12 22 134 219 1 376 60 0 21 1 82 73 159 1 0 233 703 % Lights 100 0 100 0 100 100 100 100 100 100 100 0 100 100 100 100 99.4 100 0 99.6 99.9 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0 0.4 0.1 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 2 Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 3 0 3 5 11 26 0 42 8 0 1 0 9 15 17 0 0 32 86 08:15 AM 0 0 1 0 1 2 18 30 0 50 11 0 4 0 15 14 21 0 0 35 101 08:30 AM 1 0 1 0 2 1 17 27 0 45 11 0 3 0 14 11 30 0 0 41 102 08:45 AM 1 0 0 0 1 4 23 39 0 66 18 0 5 0 23 12 23 0 0 35 125 Total Volume 2 0 5 0 7 12 69 122 0 203 48 0 13 0 61 52 91 0 0 143 414 % App. Total 28.6 0 71.4 0 5.9 34 60.1 0 78.7 0 21.3 0 36.4 63.6 0 0 PHF .500 .000 .417 .000 .583 .600 .750 .782 .000 .769 .667 .000 .650 .000 .663 .867 .758 .000 .000 .872 .828 Funeral Home Dr Deming Street Deming Street Private Drive Right 2 Thru 0 Left 5 Peds 0 InOut Total 12 7 19 Right12 Thru69 Left122 Peds0 OutTotalIn144 203 347 Left 13 Thru 0 Right 48 Peds 0 Out TotalIn 174 61 235 Left0 Thru91 Right52 Peds0 TotalOutIn84 143 227 Peak Hour Begins at 08:00 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 3 Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 08:00 AM 08:00 AM +0 mins.0 0 3 0 3 7 19 22 0 48 8 0 1 0 9 15 17 0 0 32 +15 mins.0 0 1 0 1 3 16 45 1 65 11 0 4 0 15 14 21 0 0 35 +30 mins.0 0 3 0 3 5 11 26 0 42 11 0 3 0 14 11 30 0 0 41 +45 mins.0 0 1 0 1 2 18 30 0 50 18 0 5 0 23 12 23 0 0 35 Total Volume 0 0 8 0 8 17 64 123 1 205 48 0 13 0 61 52 91 0 0 143 % App. Total 0 0 100 0 8.3 31.2 60 0.5 78.7 0 21.3 0 36.4 63.6 0 0 PHF .000 .000 .667 .000 .667 .607 .842 .683 .250 .788 .667 .000 .650 .000 .663 .867 .758 .000 .000 .872 Funeral Home Dr Deming Street Deming Street Private Drive Right 0 Thru 0 Left 8 Peds 0 In - Peak Hour: 07:30 AM 8 Right17 Thru64 Left123 Peds1 In - Peak Hour: 07:30 AM205 Left 13 Thru 0 Right 48 Peds 0 In - Peak Hour: 08:00 AM 61 Left0 Thru91 Right52 Peds0 In - Peak Hour: 08:00 AM143 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 1 Deming Street at Funeral Home Drive Soth Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 7 0 7 0 24 11 0 35 39 0 12 0 51 8 42 0 0 50 143 04:15 PM 0 0 2 0 2 4 28 15 0 47 30 0 11 0 41 8 32 0 0 40 130 04:30 PM 0 0 0 0 0 2 27 8 0 37 28 0 11 0 39 3 42 0 0 45 121 04:45 PM 0 0 2 0 2 0 29 10 0 39 18 0 9 0 27 7 34 0 0 41 109 Total 0 0 11 0 11 6 108 44 0 158 115 0 43 0 158 26 150 0 0 176 503 05:00 PM 1 0 8 0 9 0 29 12 0 41 33 0 10 1 44 5 36 0 0 41 135 05:15 PM 1 0 2 0 3 0 19 10 0 29 14 0 8 1 23 9 36 0 0 45 100 05:30 PM 0 0 2 0 2 1 24 11 0 36 15 0 6 1 22 7 32 0 0 39 99 05:45 PM 1 0 0 0 1 0 26 8 0 34 11 0 10 0 21 9 32 0 0 41 97 Total 3 0 12 0 15 1 98 41 0 140 73 0 34 3 110 30 136 0 0 166 431 Grand Total 3 0 23 0 26 7 206 85 0 298 188 0 77 3 268 56 286 0 0 342 934 Apprch %11.5 0 88.5 0 2.3 69.1 28.5 0 70.1 0 28.7 1.1 16.4 83.6 0 0 Total %0.3 0 2.5 0 2.8 0.7 22.1 9.1 0 31.9 20.1 0 8.2 0.3 28.7 6 30.6 0 0 36.6 Lights 3 0 23 0 26 7 206 85 0 298 187 0 77 3 267 56 286 0 0 342 933 % Lights 100 0 100 0 100 100 100 100 0 100 99.5 0 100 100 99.6 100 100 0 0 100 99.9 Trucks 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 % Trucks 0 0 0 0 0 0 0 0 0 0 0.5 0 0 0 0.4 0 0 0 0 0 0.1 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 2 Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 7 0 7 0 24 11 0 35 39 0 12 0 51 8 42 0 0 50 143 04:15 PM 0 0 2 0 2 4 28 15 0 47 30 0 11 0 41 8 32 0 0 40 130 04:30 PM 0 0 0 0 0 2 27 8 0 37 28 0 11 0 39 3 42 0 0 45 121 04:45 PM 0 0 2 0 2 0 29 10 0 39 18 0 9 0 27 7 34 0 0 41 109 Total Volume 0 0 11 0 11 6 108 44 0 158 115 0 43 0 158 26 150 0 0 176 503 % App. Total 0 0 100 0 3.8 68.4 27.8 0 72.8 0 27.2 0 14.8 85.2 0 0 PHF .000 .000 .393 .000 .393 .375 .931 .733 .000 .840 .737 .000 .896 .000 .775 .813 .893 .000 .000 .880 .879 Funeral Home Dr Deming Street Deming Street Private Dr Right 0 Thru 0 Left 11 Peds 0 InOut Total 6 11 17 Right6 Thru108 Left44 Peds0 OutTotalIn276 158 434 Left 43 Thru 0 Right 115 Peds 0 Out TotalIn 70 158 228 Left0 Thru150 Right26 Peds0 TotalOutIn151 176 327 Peak Hour Begins at 04:00 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 3 Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:00 PM +0 mins.0 0 2 0 2 4 28 15 0 47 39 0 12 0 51 8 42 0 0 50 +15 mins.1 0 8 0 9 2 27 8 0 37 30 0 11 0 41 8 32 0 0 40 +30 mins.1 0 2 0 3 0 29 10 0 39 28 0 11 0 39 3 42 0 0 45 +45 mins.0 0 2 0 2 0 29 12 0 41 18 0 9 0 27 7 34 0 0 41 Total Volume 2 0 14 0 16 6 113 45 0 164 115 0 43 0 158 26 150 0 0 176 % App. Total 12.5 0 87.5 0 3.7 68.9 27.4 0 72.8 0 27.2 0 14.8 85.2 0 0 PHF .500 .000 .438 .000 .444 .375 .974 .750 .000 .872 .737 .000 .896 .000 .775 .813 .893 .000 .000 .880 Funeral Home Dr Deming Street Deming Street Private Dr Right 2 Thru 0 Left 14 Peds 0 In - Peak Hour: 04:45 PM 16 Right6 Thru113 Left45 Peds0 In - Peak Hour: 04:15 PM164 Left 43 Thru 0 Right 115 Peds 0 In - Peak Hour: 04:00 PM 158 Left0 Thru150 Right26 Peds0 In - Peak Hour: 04:00 PM176 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 Page 1 Buckland Road North of Deming Street South Windsor, Connecticut Site Code: Station ID: 5190 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Northbound Southbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 681 652 1333 01:00 699 658 1357 02:00 696 669 1365 03:00 787 706 1493 04:00 941 771 1712 05:00 840 836 1676 06:00 775 631 1406 07:00 545 365 910 08:00 383 268 651 09:00 320 156 476 10:00 132 70 202 11:00 65 39 104 Total 6864 5821 12685 Percent 54.1%45.9% Page 2 Buckland Road North of Deming Street South Windsor, Connecticut Site Code: Station ID: 5190 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Northbound Southbound Total 12:00 AM 51 21 72 01:00 20 10 30 02:00 20 4 24 03:00 10 24 34 04:00 29 53 82 05:00 86 150 236 06:00 319 390 709 07:00 461 769 1230 08:00 428 683 1111 09:00 445 650 1095 10:00 483 622 1105 11:00 601 602 1203 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 2953 3978 6931 Percent 42.6%57.4% Grand Total 9817 9799 Percentage 50.0%50.0% ADT ADT 19,616 AADT 19,616 Page 1 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 2 3 10 18 36 9 3 0 0 0 0 0 0 0 81 26-35 54 13:00 1 0 8 44 52 17 0 0 0 0 0 0 0 0 122 26-35 96 14:00 2 1 3 28 54 12 1 0 0 0 0 0 0 0 101 26-35 82 15:00 1 2 2 32 48 28 4 0 0 0 0 0 0 0 117 26-35 80 16:00 0 0 3 31 104 35 4 0 0 0 0 0 0 0 177 31-40 139 17:00 1 0 2 38 104 30 6 0 0 0 0 0 0 0 181 26-35 142 18:00 1 1 5 41 79 33 2 0 0 0 0 0 0 0 162 26-35 120 19:00 3 0 5 30 59 18 1 0 0 0 0 0 0 0 116 26-35 89 20:00 0 0 8 38 33 15 2 0 0 0 0 0 0 0 96 26-35 71 21:00 0 0 4 13 27 5 1 0 0 0 0 0 0 0 50 26-35 40 22:00 0 0 3 4 15 6 0 0 0 0 0 0 0 0 28 31-40 21 23:00 0 0 0 4 6 2 0 0 0 0 0 0 0 0 12 26-35 10 Total 11 7 53 321 617 210 24 0 0 0 0 0 0 0 1243 Percent 0.9%0.6%4.3%25.8%49.6%16.9%1.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 19:00 12:00 12:00 13:00 16:00 16:00 17:00 17:00 Vol.3 3 10 44 104 35 6 181 Page 2 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 25-34 2 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 39-48 1 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 19-28 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 24-33 1 05:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 24-33 2 06:00 1 0 1 2 9 5 1 0 0 0 0 0 0 0 19 31-40 14 07:00 1 0 8 8 21 5 1 0 0 0 0 0 0 0 44 26-35 29 08:00 2 2 4 17 29 10 1 0 0 0 0 0 0 0 65 26-35 46 09:00 1 0 3 11 41 13 1 0 0 0 0 0 0 0 70 31-40 54 10:00 1 0 8 15 39 14 1 0 0 0 0 0 0 0 78 26-35 54 11:00 1 0 3 25 50 16 1 0 0 0 0 0 0 0 96 26-35 75 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 7 2 27 80 193 63 6 1 0 0 0 0 0 0 379 Percent 1.8%0.5%7.1%21.1%50.9%16.6%1.6%0.3%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 08:00 07:00 11:00 11:00 11:00 06:00 01:00 11:00 Vol.2 2 8 25 50 16 1 1 96 PM Peak Vol. Total 18 9 80 401 810 273 30 1 0 0 0 0 0 0 1622 Percent 1.1%0.6%4.9%24.7%49.9%16.8%1.8%0.1%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 26 MPH 50th Percentile : 31 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 1211 Percent in Pace : 74.7% Number of Vehicles > 35 MPH : 304 Percent of Vehicles > 35 MPH : 18.7% Mean Speed(Average) : 32 MPH Page 3 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 1 1 10 27 24 17 1 0 0 0 0 0 0 81 31-40 51 13:00 0 0 3 6 39 34 11 4 0 0 0 0 0 0 97 31-40 73 14:00 0 1 1 12 35 40 10 6 2 0 0 0 0 0 107 31-40 75 15:00 0 3 0 4 41 52 18 0 0 0 0 0 0 0 118 31-40 93 16:00 0 0 0 5 31 43 17 4 0 0 0 0 0 0 100 31-40 74 17:00 1 0 5 4 28 42 28 3 1 0 0 0 0 0 112 36-45 70 18:00 0 0 0 12 31 55 8 3 0 0 0 0 0 0 109 31-40 86 19:00 0 0 0 8 21 16 10 1 0 0 0 0 0 0 56 31-40 37 20:00 0 0 0 6 11 21 10 0 1 0 0 0 0 0 49 31-40 32 21:00 0 0 0 1 9 6 0 1 0 0 0 0 0 0 17 31-40 15 22:00 0 0 0 0 3 5 1 0 1 0 0 0 0 0 10 31-40 8 23:00 0 0 0 1 0 2 0 0 0 0 0 0 0 0 3 29-38 2 Total 1 5 10 69 276 340 130 23 5 0 0 0 0 0 859 Percent 0.1%0.6%1.2%8.0%32.1%39.6%15.1%2.7%0.6%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 17:00 15:00 17:00 14:00 15:00 18:00 17:00 14:00 14:00 15:00 Vol.1 3 5 12 41 55 28 6 2 118 Page 4 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 24-33 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 02:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 34-43 1 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 34-43 1 04:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 35-44 2 05:00 0 0 0 0 4 3 4 2 0 0 0 0 0 0 13 36-45 7 06:00 0 0 0 5 7 11 12 1 0 0 0 0 0 0 36 36-45 23 07:00 0 0 0 7 18 34 24 8 1 0 0 0 0 0 92 36-45 58 08:00 0 0 2 1 38 62 33 7 1 0 0 0 0 0 144 31-40 100 09:00 0 0 0 7 16 41 24 8 0 0 0 0 0 0 96 36-45 65 10:00 0 0 0 5 35 39 23 0 0 0 0 0 0 0 102 31-40 74 11:00 0 0 0 7 31 27 24 7 0 0 0 0 0 0 96 31-40 58 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 0 0 2 32 150 217 148 34 2 0 0 0 0 0 585 Percent 0.0%0.0%0.3%5.5%25.6%37.1%25.3%5.8%0.3%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 07:00 08:00 08:00 08:00 07:00 07:00 08:00 Vol. 2 7 38 62 33 8 1 144 PM Peak Vol. Total 1 5 12 101 426 557 278 57 7 0 0 0 0 0 1444 Percent 0.1%0.3%0.8%7.0%29.5%38.6%19.3%3.9%0.5%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 31 MPH 50th Percentile : 36 MPH 85th Percentile : 42 MPH 95th Percentile : 44 MPH Stats 10 MPH Pace Speed : 31-40 MPH Number in Pace : 983 Percent in Pace : 68.1% Number of Vehicles > 35 MPH : 899 Percent of Vehicles > 35 MPH : 62.3% Mean Speed(Average) : 37 MPH Page 1 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Eastbound Westbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 81 81 162 01:00 122 97 219 02:00 101 107 208 03:00 117 118 235 04:00 177 100 277 05:00 181 112 293 06:00 162 109 271 07:00 116 56 172 08:00 96 49 145 09:00 50 17 67 10:00 28 10 38 11:00 12 3 15 Total 1243 859 2102 Percent 59.1%40.9% Page 2 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Eastbound Westbound Total 12:00 AM 2 2 4 01:00 1 0 1 02:00 1 1 2 03:00 0 1 1 04:00 1 2 3 05:00 2 13 15 06:00 19 36 55 07:00 44 92 136 08:00 65 144 209 09:00 70 96 166 10:00 78 102 180 11:00 96 96 192 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 379 585 964 Percent 39.3%60.7% Grand Total 1622 1444 Percentage 52.9%47.1% ADT ADT 3,074 AADT 3,074 Page 1 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 1 0 1 6 58 262 254 66 14 1 0 0 0 0 663 36-45 516 13:00 0 0 0 9 92 332 292 48 1 2 0 0 0 0 776 36-45 624 14:00 0 0 0 12 97 296 283 53 7 1 1 0 0 0 750 36-45 579 15:00 0 0 6 19 136 379 233 46 3 2 0 0 0 0 824 36-45 612 16:00 0 1 0 8 122 445 347 62 4 0 0 0 0 0 989 36-45 792 17:00 1 0 0 12 188 428 294 50 5 0 0 0 0 0 978 36-45 722 18:00 0 0 1 22 181 426 293 38 6 0 0 0 0 0 967 36-45 719 19:00 0 0 0 5 146 375 224 32 5 1 0 0 0 0 788 36-45 599 20:00 1 0 1 5 80 355 192 11 7 0 0 0 0 0 652 36-45 547 21:00 0 0 0 4 40 197 232 30 0 3 0 0 0 0 506 36-45 429 22:00 1 0 0 0 16 93 163 27 4 1 0 0 0 0 305 36-45 256 23:00 0 0 0 1 2 39 47 12 1 0 0 1 0 0 103 36-45 86 Total 4 1 9 103 1158 3627 2854 475 57 11 1 1 0 0 8301 Percent 0.0%0.0%0.1%1.2%14.0%43.7%34.4%5.7%0.7%0.1%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 12:00 16:00 15:00 18:00 17:00 16:00 16:00 12:00 12:00 21:00 14:00 23:00 16:00 Vol.1 1 6 22 188 445 347 66 14 3 1 1 989 Page 2 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 2 17 30 9 2 0 0 0 0 0 60 36-45 47 01:00 0 0 0 0 0 19 22 1 3 0 0 0 0 0 45 36-45 41 02:00 0 0 0 1 4 8 7 3 0 0 0 0 0 0 23 36-45 15 03:00 0 0 0 0 0 4 5 3 1 0 0 0 0 0 13 36-45 9 04:00 0 0 0 0 1 8 20 2 1 1 0 1 0 0 34 36-45 28 05:00 0 0 0 0 0 19 37 5 0 0 0 0 0 0 61 36-45 56 06:00 1 0 1 1 10 71 140 58 8 2 0 0 0 0 292 36-45 211 07:00 2 2 2 5 38 135 302 137 25 2 1 0 0 0 651 40-49 439 08:00 0 1 1 10 29 165 273 87 22 2 1 0 0 0 591 36-45 438 09:00 0 0 0 10 29 190 317 85 19 1 0 0 0 0 651 36-45 507 10:00 0 1 0 0 58 246 207 69 8 0 0 0 0 0 589 36-45 453 11:00 1 0 0 4 72 238 245 69 12 3 1 0 0 0 645 36-45 483 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 4 4 4 31 243 1120 1605 528 101 11 3 1 0 0 3655 Percent 0.1%0.1%0.1%0.8%6.6%30.6%43.9%14.4%2.8%0.3%0.1%0.0%0.0%0.0% AM Peak 07:00 07:00 07:00 08:00 11:00 10:00 09:00 07:00 07:00 11:00 07:00 04:00 07:00 Vol.2 2 2 10 72 246 317 137 25 3 1 1 651 PM Peak Vol. Total 8 5 13 134 1401 4747 4459 1003 158 22 4 2 0 0 11956 Percent 0.1%0.0%0.1%1.1%11.7%39.7%37.3%8.4%1.3%0.2%0.0%0.0%0.0%0.0% 15th Percentile : 35 MPH 50th Percentile : 39 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats 10 MPH Pace Speed : 36-45 MPH Number in Pace : 9206 Percent in Pace : 77.0% Number of Vehicles > 35 MPH : 10395 Percent of Vehicles > 35 MPH : 86.9% Mean Speed(Average) : 40 MPH Page 3 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 0 0 4 48 272 316 126 35 3 0 0 0 0 804 36-45 588 13:00 2 0 3 9 54 202 294 117 31 3 0 0 0 0 715 36-45 496 14:00 2 0 0 5 61 191 267 134 35 4 1 0 0 0 700 36-45 458 15:00 2 0 3 22 63 192 301 119 36 7 0 0 0 0 745 36-45 493 16:00 1 0 9 32 75 252 295 126 32 10 0 0 0 0 832 36-45 547 17:00 1 0 3 30 112 281 343 125 23 1 0 0 0 0 919 36-45 624 18:00 2 3 15 51 140 263 249 95 8 1 0 0 0 0 827 36-45 512 19:00 0 0 2 24 81 164 167 48 8 0 0 0 0 0 494 36-45 331 20:00 1 0 1 2 53 104 93 46 10 0 0 0 0 0 310 36-45 197 21:00 0 0 0 2 14 62 82 32 8 3 0 0 0 0 203 36-45 144 22:00 1 0 0 0 7 16 41 14 5 0 0 0 1 0 85 36-45 57 23:00 0 0 0 0 5 11 24 12 5 1 0 0 0 0 58 39-48 36 Total 12 3 36 181 713 2010 2472 994 236 33 1 0 1 0 6692 Percent 0.2%0.0%0.5%2.7%10.7%30.0%36.9%14.9%3.5%0.5%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 13:00 18:00 18:00 18:00 18:00 17:00 17:00 14:00 15:00 16:00 14:00 22:00 17:00 Vol.2 3 15 51 140 281 343 134 36 10 1 1 919 Page 4 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 1 6 9 7 0 0 0 0 0 0 23 39-48 16 01:00 0 0 0 0 0 1 6 4 0 0 1 0 0 0 12 41-50 10 02:00 0 0 0 0 1 2 2 3 0 0 0 0 0 0 8 39-48 5 03:00 0 0 0 0 0 2 8 6 0 0 0 0 0 0 16 41-50 14 04:00 0 0 0 0 3 4 13 9 2 0 0 0 0 0 31 41-50 22 05:00 0 0 0 1 10 21 51 24 10 0 0 0 0 0 117 41-50 75 06:00 1 0 1 0 6 51 109 90 23 4 0 0 0 0 285 41-50 199 07:00 4 0 0 7 24 84 207 217 103 24 4 0 0 0 674 41-50 424 08:00 1 0 0 6 50 172 252 194 64 11 2 0 0 0 752 41-50 446 09:00 0 0 7 8 21 145 271 172 55 13 1 0 0 0 693 41-50 443 10:00 0 0 3 11 76 204 233 113 27 5 0 0 0 0 672 36-45 437 11:00 0 0 0 5 64 187 267 101 27 4 0 0 0 0 655 36-45 454 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 6 0 11 38 256 879 1428 940 311 61 8 0 0 0 3938 Percent 0.2%0.0%0.3%1.0%6.5%22.3%36.3%23.9%7.9%1.5%0.2%0.0%0.0%0.0% AM Peak 07:00 09:00 10:00 10:00 10:00 09:00 07:00 07:00 07:00 07:00 08:00 Vol.4 7 11 76 204 271 217 103 24 4 752 PM Peak Vol. Total 18 3 47 219 969 2889 3900 1934 547 94 9 0 1 0 10630 Percent 0.2%0.0%0.4%2.1%9.1%27.2%36.7%18.2%5.1%0.9%0.1%0.0%0.0%0.0% 15th Percentile : 35 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 51 MPH Stats 10 MPH Pace Speed : 36-45 MPH Number in Pace : 6789 Percent in Pace : 63.9% Number of Vehicles > 35 MPH : 9374 Percent of Vehicles > 35 MPH : 88.2% Mean Speed(Average) : 42 MPH Page 1 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Northbound Southbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 663 804 1467 01:00 776 715 1491 02:00 750 700 1450 03:00 824 745 1569 04:00 989 832 1821 05:00 978 919 1897 06:00 967 827 1794 07:00 788 494 1282 08:00 652 310 962 09:00 506 203 709 10:00 305 85 390 11:00 103 58 161 Total 8301 6692 14993 Percent 55.4%44.6% Page 2 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Northbound Southbound Total 12:00 AM 60 23 83 01:00 45 12 57 02:00 23 8 31 03:00 13 16 29 04:00 34 31 65 05:00 61 117 178 06:00 292 285 577 07:00 651 674 1325 08:00 591 752 1343 09:00 651 693 1344 10:00 589 672 1261 11:00 645 655 1300 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 3655 3938 7593 Percent 48.1%51.9% Grand Total 11956 10630 Percentage 52.9%47.1% ADT ADT 22,435 AADT 22,435 Page 1 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 1 7 25 30 19 4 0 0 0 0 0 0 0 0 86 21-30 55 13:00 1 9 33 55 47 15 3 0 0 0 0 0 0 0 163 26-35 102 14:00 7 17 54 57 40 15 1 0 0 0 0 0 0 0 191 21-30 111 15:00 4 16 52 71 41 11 1 0 0 0 0 0 0 0 196 21-30 123 16:00 10 15 76 116 44 9 1 0 0 0 0 0 0 0 271 21-30 192 17:00 6 18 51 89 73 21 2 0 0 0 0 0 0 0 260 26-35 162 18:00 2 5 41 68 34 9 2 0 0 0 0 0 0 0 161 21-30 109 19:00 0 6 21 40 17 6 1 0 0 0 0 0 0 0 91 21-30 61 20:00 0 1 9 27 12 6 1 0 0 0 0 0 0 0 56 26-35 39 21:00 0 3 5 11 5 0 0 0 0 0 0 1 0 0 25 21-30 16 22:00 0 0 6 4 4 0 0 0 0 0 0 0 0 0 14 21-30 10 23:00 0 0 4 2 3 1 0 0 0 0 0 0 0 0 10 21-30 6 Total 31 97 377 570 339 97 12 0 0 0 0 1 0 0 1524 Percent 2.0%6.4%24.7%37.4%22.2%6.4%0.8%0.0%0.0%0.0%0.0%0.1%0.0%0.0% AM Peak Vol. PM Peak 16:00 17:00 16:00 16:00 17:00 17:00 13:00 21:00 16:00 Vol.10 18 76 116 73 21 3 1 271 Page 2 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 24-33 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 02:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 24-33 2 03:00 0 0 0 2 0 1 0 0 0 0 0 0 0 0 3 20-29 2 04:00 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 26-35 5 05:00 0 0 1 4 1 2 1 0 0 0 0 0 0 0 9 23-32 5 06:00 0 0 2 7 8 5 0 0 0 0 0 0 0 0 22 26-35 15 07:00 0 5 17 29 28 13 2 0 0 0 0 0 0 0 94 26-35 57 08:00 9 10 23 36 31 10 1 0 1 0 0 0 0 0 121 26-35 67 09:00 1 8 34 58 45 24 4 0 0 0 0 0 0 0 174 26-35 103 10:00 1 12 43 52 41 22 0 0 0 0 0 0 0 0 171 21-30 95 11:00 4 9 45 72 29 15 1 1 0 0 0 0 0 0 176 21-30 117 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 15 44 165 265 188 92 9 1 1 0 0 0 0 0 780 Percent 1.9%5.6%21.2%34.0%24.1%11.8%1.2%0.1%0.1%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 10:00 11:00 11:00 09:00 09:00 09:00 11:00 08:00 11:00 Vol.9 12 45 72 45 24 4 1 1 176 PM Peak Vol. Total 46 141 542 835 527 189 21 1 1 0 0 1 0 0 2304 Percent 2.0%6.1%23.5%36.2%22.9%8.2%0.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Stats 10 MPH Pace Speed : 21-30 MPH Number in Pace : 1377 Percent in Pace : 59.8% Number of Vehicles > 35 MPH : 213 Percent of Vehicles > 35 MPH : 9.2% Mean Speed(Average) : 28 MPH Page 3 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 1 16 27 12 2 1 0 0 0 0 0 0 0 59 21-30 43 13:00 0 0 44 108 34 6 0 1 0 0 0 0 0 0 193 21-30 152 14:00 0 3 41 109 35 3 1 0 0 0 0 0 0 0 192 21-30 150 15:00 0 0 36 115 49 2 1 0 0 0 0 0 0 0 203 26-35 164 16:00 0 0 25 96 65 2 0 0 0 0 0 0 0 0 188 26-35 161 17:00 0 4 19 78 67 11 0 0 0 0 0 0 0 0 179 26-35 145 18:00 0 1 13 70 49 7 0 0 0 0 0 0 0 0 140 26-35 119 19:00 0 1 11 42 28 4 1 0 0 0 0 0 0 0 87 26-35 70 20:00 0 0 12 35 27 5 0 0 0 0 0 0 0 0 79 26-35 62 21:00 0 1 8 29 11 1 0 0 0 0 0 0 0 0 50 26-35 40 22:00 0 0 3 7 11 0 0 0 0 0 0 0 0 0 21 26-35 18 23:00 0 0 2 2 4 0 0 0 0 0 0 0 0 0 8 25-34 6 Total 0 11 230 718 392 43 4 1 0 0 0 0 0 0 1399 Percent 0.0%0.8%16.4%51.3%28.0%3.1%0.3%0.1%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 17:00 13:00 15:00 17:00 17:00 12:00 13:00 15:00 Vol. 4 44 115 67 11 1 1 203 Page 4 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 4 1 1 0 0 0 0 0 0 0 6 31-40 5 01:00 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 19-28 2 02:00 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 14-23 1 03:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 20-29 2 04:00 0 0 1 2 5 0 0 0 0 0 0 0 0 0 8 26-35 7 05:00 0 0 2 6 6 1 0 0 0 0 0 0 0 0 15 26-35 12 06:00 0 0 9 18 7 0 0 0 0 0 0 0 0 0 34 21-30 27 07:00 0 2 15 53 46 8 0 0 0 0 0 0 0 0 124 26-35 99 08:00 0 3 34 115 61 11 1 0 0 0 0 0 0 0 225 26-35 176 09:00 0 1 46 79 45 9 0 0 0 0 0 0 0 0 180 21-30 125 10:00 0 3 37 93 25 8 1 0 0 0 0 0 0 0 167 21-30 130 11:00 0 0 19 85 45 3 0 0 0 0 0 0 0 0 152 26-35 130 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 0 9 165 454 245 43 3 0 0 0 0 0 0 0 919 Percent 0.0%1.0%18.0%49.4%26.7%4.7%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 09:00 08:00 08:00 08:00 00:00 08:00 Vol. 3 46 115 61 11 1 225 PM Peak Vol. Total 0 20 395 1172 637 86 7 1 0 0 0 0 0 0 2318 Percent 0.0%0.9%17.0%50.6%27.5%3.7%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 24 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 34 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 1809 Percent in Pace : 78.0% Number of Vehicles > 35 MPH : 94 Percent of Vehicles > 35 MPH : 4.1% Mean Speed(Average) : 29 MPH Page 1 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Eastbound Westbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 86 59 145 01:00 163 193 356 02:00 191 192 383 03:00 196 203 399 04:00 271 188 459 05:00 260 179 439 06:00 161 140 301 07:00 91 87 178 08:00 56 79 135 09:00 25 50 75 10:00 14 21 35 11:00 10 8 18 Total 1524 1399 2923 Percent 52.1%47.9% Page 2 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Eastbound Westbound Total 12:00 AM 3 6 9 01:00 0 4 4 02:00 2 2 4 03:00 3 2 5 04:00 5 8 13 05:00 9 15 24 06:00 22 34 56 07:00 94 124 218 08:00 121 225 346 09:00 174 180 354 10:00 171 167 338 11:00 176 152 328 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 780 919 1699 Percent 45.9%54.1% Grand Total 2304 2318 Percentage 49.8%50.2% ADT ADT 4,666 AADT 4,666 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\TIS - 2020 07 13\GLD_TIS.Docx Corres. Appendix F Crash Data Criteria YEAR 2017 2018 2019 Total DIRECTION Front to Rear Angle Same Direction Sideswipe Other/Not Applicable Total SEVERITY Property Damage Only Possible Injury Suspected Injury 2 0 0 2 14 1 2 10 2 14 Buckland Road and Deming Street 7 5 4 7 Buckland Road and the Existing Funeral Home Site Access Driveway 0 0 1 1 1 0 0 1 0 0 0 0 1 0 0 1 1 0 CRASH DATA SUMMARY - 1/1/2017 - 1/1/2020STUDY AREA: 395 BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT 1 1 0 1 Deming Street and the Existing Shared Site Access Driveway F:\P2019\1171\A10\Traffic\Crash Data\Crash Summary.xlsx Date Of Time Of No. of Intersecting Road Surface Contributing Crash Crash Severity Veh.Town Mileage Roadway Roadway Collision Type Weather Light Condition Condition Circumstances 1/4/2017 13:08:00 PDO 2 South Windsor 0.44 DEMING STREET unknown Front to rear Clear Daylight Dry None 2/27/2017 6:59:00 PDO 2 South Windsor 0.41 BUCKLAND ROAD DEMING ST Angle Clear Daylight Dry None 3/1/2017 15:54:00 Suspected Inj.2 South Windsor 0.41 Buckland Rd.DEMING ST Other Cloudy Daylight Dry None 3/7/2017 7:05:00 PDO 2 South Windsor 0.39 BUCKLAND ROAD unknown Front to rear Rain Daylight Wet None 7/7/2017 21:27:00 PDO 2 South Windsor 1.15 BUCKLAND ROAD unknown Sideswipe, same direction Clear Dark-Lighted Dry None 8/11/2017 13:15:00 PDO 2 South Windsor 0.44 Deming St.BUCKLAND RD Angle Clear Daylight Dry None 10/13/2017 14:52:00 Possible Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry None 4/17/2018 18:18:00 PDO 1 South Windsor 0.46 DEMING ST unknown Not Applicable Cloudy Daylight Dry None 10/15/2018 10:41:00 PDO 2 South Windsor 0.41 BUCKLAND RD unknown Front to rear Rain Daylight Wet None 11/5/2018 16:39:00 PDO 2 South Windsor 0.41 BUCKLAND RD DEMING ST Front to rear Rain Dusk Wet None 11/18/2018 9:09:00 Possible Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry Glare 11/28/2018 10:33:00 PDO 2 South Windsor 0.48 DEMING ST unknown Angle Clear Daylight Dry None 7/1/2019 16:46:00 PDO 2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry None 8/14/2019 6:49:00 Suspected Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Cloudy Daylight Dry None 2) Buckland Road and the Existing Funeral Home Site Access Driveway 1/7/2019 13:44:00 Possible Inj.2 South Windsor 0.34 BUCKLAND RD unknown Front to rear Clear Daylight Dry None 3) Deming Street and the Existing Shared Site Access Driveway 12/27/2019 19:17:00 PDO 2 South Windsor 0.36 DEMING ST unknown Angle Clear Dark-Lighted Wet None *PDO = Property Damage Only UConn Crash Data Repository 395 Buckland Road South Windsor, Connecticut 1/1/2017 - 1/1/2020 1) Buckland Road at Deming Street 20191171.A10 Traffic Impact Study 395 Buckland Road Windsor Federal Savings Bank South Windsor, Connecticut July 2020 Town of South Windsor Land Use Applications 146 Hartford Road Manchester, CT 06040 Prepared for: Mr. George Hermann Windsor Federal Savings & Loan Association 250 Broad Street Windsor, CT 06095 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx. i Table of Contents Traffic Impact Study 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Summary Sheet ..................................................................................... iii 1 Introduction ................................................................................... 1 2 Existing Conditions ....................................................................... 1 2.1 Site of Development .............................................................................................. 1 2.2 Adjacent Roadway Network .................................................................................. 1 2.3 Study Area Intersections ....................................................................................... 2 2.4 Traffic Volumes, Speeds and Counts .................................................................... 2 3 Background Traffic Conditions ................................................... 3 3.1 Growth Rate........................................................................................................... 3 3.2 Other Developments ............................................................................................. 3 3.3 Planned Roadway Improvement Projects ............................................................. 3 4 Proposed Conditions ................................................................... 4 4.1 Development ......................................................................................................... 4 4.2 Site Access and Circulation ................................................................................... 4 4.3 Trip Generation ..................................................................................................... 4 4.4 Trip Distribution ................................................................................................... 5 4.5 Combined Volumes ............................................................................................... 5 5 Analyses ........................................................................................ 5 5.1 Crash Analysis ....................................................................................................... 5 5.2 Intersection Sight Distance Analysis .................................................................... 6 5.3 Intersection Capacity Analysis .............................................................................. 6 5.4 Queue Analysis ...................................................................................................... 8 6 Conclusions & Recommendations............................................. 8 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx. ii Table of Contents (continued) Traffic Impact Study 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Appendices End of Report Appendix A - Tables 1. Peak Hour Site Generated Traffic Volumes 2. Intersection Crash Data Summary 3. Unsignalized Intersection Level of Service Summary 4. Signalized Intersection Level of Service Summary 5. Morning Peak Hour Queue Length Summary 6. Afternoon Peak Hour Queue Length Summary Appendix B - Figures 1. Location Map 2. 2021 Baseline Traffic Volumes 3. Other Generators - Gateway Development 4. 2021 Background Traffic Volumes 5. Trip Distribution 6. Trip Generation 7. 2021 Combined Traffic Volumes Appendix C Intersection Capacity Analysis Worksheets – Morning Peak Hour Appendix D Intersection Capacity Analysis Worksheets – Afternoon Peak Hour Appendix E Automatic Traffic Recorder (ATR) Data Turning Movement Counts (TMC) Data Appendix F Crash Data \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx iii Summary Sheet As an aid to reviewers, this Summary Sheet has been included to outline the various study parameters utilized in this report. Although a full explanation of the study methodologies is included in the text of the report, this summary can serve as a useful reference for reviewers. Applicant: Windsor Federal Savings & Loan Association Site Location: 395 Buckland Road, South Windsor, Connecticut Site Acreage: 0.87 acres Development Size/Type: 2,682 square foot bank with drive through window Parking: 33 parking spaces Applications: Town of South Windsor Land Use Applications Build Year: 2021 Traffic Counts: Fuss & O’Neill – October 17, 2019 (Turning Movement Counts) Fuss & O’Neill – October 24, 2019 (Automatic Traffic Recorder) Connecticut Department of Transportation – 2017 (Turning Movement Counts) Connecticut Department of Transportation – Gateway Site Generated Traffic Peak Hours Analyzed: Morning Peak Hour – 8:00 a.m. to 9:00 a.m. Afternoon Peak Hour – 4:45 p.m. to 5:45 p.m. Expected Trip Generation: Morning Peak Hour – 25 Trips (14 Entering, 10 Exiting) Afternoon Peak Hour – 54 Trips (27 Entering, 27 Exiting) Capacity Analysis: Technique – 2000 Highway Capacity Manual Execution – Synchro Professional Software, Version 10.0 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 1 1 Introduction Windsor Federal Savings & Loan Association proposes to construct a 2,6 82 square foot Windsor Federal Savings Bank branch with a drive-through window at the intersection of Buckland Road and Deming Street in South Windsor, Connecticut as shown on the site location map, Figure No.1 of Appendix B. A total of 33 parking spaces will be provided on site, including 2 accessible spaces, and construction on the development is expected to be completed in 2021. Fuss & O’Neill has been retained to study the impact of the proposed Windsor Federal Savings Bank on traffic conditions throughout the adjacent roadway network. This report has been prepared to document the findings of the study and is being submitted to the Town of South Windsor Planning and Zoning Commission in support of the project’s land use applications. 2 Existing Conditions 2.1 Site of Development The existing property is an undeveloped parcel of land bounded by Buckland Road to the east, Deming Street to the south, a medical office complex to the west, and a funeral home to the north. Currently, two driveways access this site; one approximately 450 feet north of the intersection of Buckland Road and Deming Street, and the other approximately 350 feet west of the aforementioned intersection that is shared with the adjacent medical offices and funeral home. The proposed Windsor Federal Savings Bank is located in South Windsor’s Restricted Commercial Zone. 2.2 Adjacent Roadway Network The adjacent roadway network consists of Buckland Road and Deming Street. Buckland Road is a north/south, town-owned, roadway that stretches approximately one and one quarter mile between Sullivan Avenue (Route 194) to the north and Buckland Street in Manchester in the south. Buckland Road carries two lanes of travel in each direction with sidewalks on both sides of the street in the vicinity of the site. The roadway widens for turn lanes at signalized intersections. This roadway is classified by the Connecticut Department of Transportation (CTDOT ) as an urban minor arterial roadway, providing access to land generally zoned for commercial and residential uses. The posted speed limit of the roadway is 40 miles per hour for its entire length. Deming Street is an east/west, town-owned, roadway that stretches approximately two and one half miles between Clark Street to the west and Tolland Turnpike (Route 30) to the east. In the area of the site, Deming Street provides one travel lane in each direction plus turn lanes at the driveway to Evergreen Walk and at the Buckland Road intersection. From its intersection with Clark Street to its intersection with Buckland Road, Deming Street is classified by the CTDOT as an urban minor arterial roadway. East of its intersection with Buckland Road to its terminus, Deming Street is classified as an urban local roadway that provides access to land primarily zoned for commercial and residential uses. The posted speed limit of the roadway is 25 miles per hour for its entire length. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 2 2.3 Study Area Intersections The following study area intersections were reviewed: • Buckland Road and Deming Street • Buckland Road and the Existing Funeral Home Site Access Driveway • Deming Street and the Existing Shared Site Access Driveway Buckland Road and Deming Street is a four-way signalized intersection with Buckland Road providing the northbound and southbound approaches and Deming Street providing the eastbound and westbound approaches. Buckland Road provides one shared through/right turn lane, one dedicated through lane, and one dedicated left turn lane in both the northbound and southbound approaches. The eastbound approach on Deming Street offers one dedicated left turn lane, one dedicated through lane, and one dedicated right turn lane. The westbound direction on Deming Street offers a two lane approach at this intersection, a dedicated left turn lane and a shared through/right turn lane. Each approach provides sidewalks and crosswalk connections throughout the intersection in addition to an exclusive pedestrian phase. Buckland Road and the Existing Funeral Home Site Access Driveway is an unsignalized intersection that provides northbound and southbound approaches on Buckland Road as well as an eastbound approach out of the existing funeral home driveway. The northbound and southbound approaches provide two lanes of travel in each direction. The Funeral Home driveway provides one lane of travel in and out of the site and is stop controlled. Sidewalks are provided on each side of Buckland Road through the intersection and a crosswalk has been installed across the existing driveway. Deming Street and the Existing Shared Site Access Driveway is an unsignalized intersection that provides eastbound and westbound approaches on Deming Street as well as a southbound approach out of the site’s existing shared driveway with the adjacent medical office complex and funeral home. The Deming Street approaches to the intersection provides two lane of travel in each direction and with the driveway being stop controlled. A sidewalk is provided along the south side of the intersection. 2.4 Traffic Volumes, Speeds and Counts The greatest potential for traffic impact on the roadway network by the proposed Windsor Federal Savings Bank will occur during the morning and afternoon peak hours, the periods when commuter related trips are at their highest levels. In order to determine the traffic impact of the proposed Windsor Federal Savings Bank on adjacent street traffic, representatives of Fuss & O’Neill, Inc. conducted morning and afternoon peak hour manual turning movement counts (TMC) on Thursday, October 17, 2019 at the Deming Street intersection with the shared medical office and funeral home driveway as well as at the Buckland Road intersection with the shared funeral home driveway. In addition, the latest CTDOT Planning Department approved traffic volumes were obtained for the intersection of Buckland Road and Deming Street and adjusted to the design year per the growth rate described below in Section 3.1. The traffic count data collected indicates that the morning peak hour of traffic is 8:00 a.m. to 9:00 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 3 a.m., and the afternoon peak hour is 4:45 p.m. to 5:45 p.m. These peak hours were subsequently analyzed for impacts. Fuss & O’Neill also conducted 24-hour traffic volume and speed counts with automatic traffic recorder (ATR) road tubes on Thursday, October 24, 2019. The counts were located along Buckland Road and Deming Street on each of the site frontages. The 85th percentile speed on Buckland Road was recorded at 44 miles per hour in the northbound direction and 47 miles per hour in the southbound direction. The 24 hour total traffic volume on Buckland Road north of Deming Street was 19,616 vehicles per day. The 85th percentile speed on Deming Street was recorded at 36 miles per hour in the eastbound direction and 33 miles per hour in the westbound direction. The 24-hour total traffic volume on Deming Street west of Buckland Road was recorded to be approximately 4,666 vehicles per day. Copies of both the TMC and ATR traffic data have been included in Appendix E of this report. 3 Background Traffic Conditions 3.1 Growth Rate Upon consultation with the CTDOT Planning Department, the 2019 existing traffic volumes were projected to the 2021 design year utilizing a growth factor of 0.6 percent per year to account for the normal traffic growth in the study area over this two-year time period. These 2021 Baseline traffic volumes for the morning and afternoon peak hours are shown in Figure No. 2 of Appendix B. 3.2 Other Developments Fuss & O’Neill contacted the CTDOT Planning Department and the Town of South Windsor Planning Department to identify any other pending or approved developments having site related traffic in the study area. One such development was identified. The proposed Gateway Development includes a mixed use development of housing, retail, and medical office spaces. This development will be located on Buckland Road south of the study area between the intersections of Hemlock Drive and Cedar Avenue. The roadway traffic volumes for the morning and afternoon peak hours for the proposed Gateway development are shown in Figure No. 3 of Appendix B. These volumes were then added to the 2021 Baseline volumes in Figure No. 2 of Appendix B to yield the 2021 Background traffic volumes in Figure No. 4 of Appendix B which are defined as the design year traffic volumes without the proposed bank traffic. 3.3 Planned Roadway Improvement Projects Fuss & O’Neill contacted CTDOT and the South Windsor Planning Department to identify any roadway improvements scheduled within the study area. No such improvements were identified, \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 4 however the Town of South Windsor recently installed new pedestrian sidewalks along the western side of Buckland Road, including the site frontage. 4 Proposed Conditions 4.1 Development Windsor Federal Savings & Loan Association proposes to construct a Windsor Federal Savings Bank branch with a drive-thru window at the intersection of Buckland Road and Deming Street in South Windsor, Connecticut as shown on the site location map, Figure No.1 of Appendix B. A total of 33 parking spaces, including 2 accessible spaces, will be provided on site. Of these spaces, 17 will be shared with the adjacent funeral home during bank operating hours and all spaces will be available for funeral home use after banking hours. The bank is expected to open in 2021. 4.2 Site Access and Circulation Access to the site will be provided by two shared full-access driveways, one located north on Buckland Road and the other located west on Deming Street. The northern shared access driveway will provide one lane in each direction allowing full access onto the site. This driveway will be shared with the existing funeral home on the parcel of land north of the site. The west site driveway will also provide full access and will be shared amongst the medical offices, funeral home, and proposed bank. Both site access driveways will continue to be stop controlled. The shared access driveway on Deming Street is proposed to be expanded from 20 feet wide to 24 feet wide to improve driveway safety and comply with the Town of South Windsor regulations for minimum driveway width. In addition, the site driveway radii is proposed to be increased to better accommodate larger vehicle turns into and out of the shared access driveway and to improve safety at the intersection with Deming Street. The proposed Windsor Federal Savings Bank and existing funeral home will also share cross driveway easements so traffic will be able to travel across each property freely. The proposed Windsor Federal Savings Bank will be installing a new sidewalk on the north side of Deming Street along the property frontage from the Buckland Road sidewalk to the shared driveway as well as new walkway connections into the site from both the Buckland Road and Deming Street sidewalks. The new sidewalks will improve pedestrian connectivity in and around the site. 4.3 Trip Generation The expected site generated traffic data was calculated using existing empirical data from the Institute of Transportation Engineers (ITE) publication Trip Generation, 10th edition, 2017. This publication is an industry-accepted resource for determining trip generation. Trip generation for the weekday morning and weekday afternoon peak hours was calculated using the ITE land use code 912, “Drive-in Bank” A 2,682 square foot bank with a drive through window is expected to generate a total of 25 trips (14 entering, 10 exiting) in the morning peak hour, and 54 trips (27 entering, 27 exi ting) in the afternoon peak hour. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 5 A summary of the peak hour trip generation information for the proposed development is provided in Table 1 of Appendix A. 4.4 Trip Distribution The distribution of traffic entering and exiting the proposed Windsor Federal Savings Bank was applied to the road network based on the existing regional traffic distributions and the layout of the adjacent roadway network. During the peak hours, the following arrival distributions of traffic are anticipated: • 40% from Buckland Road from the north • 40% from Buckland Road from the south • 10% from Deming Street from the east • 10% from Deming Street from the west A regional arrival/departure distribution for the new site generated traffic traveling to and from the project site is shown in Figure No. 5 of Appendix B. 4.5 Combined Volumes The site generated traffic was distributed to the roadway system based on the arrival/departure distributions with the results shown in Figure No. 6 of Appendix B. These volumes were then added to the 2021 background volumes (without the proposed bank traffic) to yield the year 2021 peak hour Combined traffic volumes (with the proposed bank traffic) shown in Figure No. 7 of Appendix B. 5 Analyses 5.1 Crash Analysis Crash data was gathered from the UConn Crash Repository Database for the following intersections: • Buckland Road and Deming Street • Buckland Road and the Existing Funeral Home Site Access Driveway • Deming Street and the Existing Shared Site Access Driveway The records were gathered for the most recent three years of available data, 2017 through 2019. A summary of the crash data per intersection is provided in Table 2 of Appendix A and a full report of each crash can be found in Appendix F. The intersection of Buckland Road and Deming Street experienced an average of over four crashes per year between 2017 and 2019. The majority of the crashes at this intersection were angle crashes. These crash patterns are not abnormal for a signalized arterial intersection of this size. Of the reported crashes, nearly three quarters resulted in property damage only with no injuries. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 6 One crash was reported within the three year span at the Buckland Road and Existing Funeral Home Driveway which included a possible injury associated with a front to rear end collision with both vehicles involved travelling northbound. The intersection of Deming Street and the Existing Shared Driveway experienced one crash within the past three years which resulted in property damage only due to a vehicle in the left lane travelling westbound colliding with a vehicle travelling in the same direction in the right lane. No apparent injury was recorded. There were no crashes reported involving a vehicle turning out of either site driveway. The type and frequency of crashes reported at the study area intersections are not considered abnormal for the traffic volumes and geometric characteristics of the study intersections. 5.2 Intersection Sight Distance Analysis Intersection sight distances were measured at the existing shared site driveway locations in accordance with criteria set forth in the 2003 CTDOT Highway Design Manual. This sight distance is measured from a point 15 feet back from the edge of travel-way at a height of 3.5 feet, the standard height of a driver’s eye. The 85th percentile speed on Buckland Road was recorded at 44 miles per hour travelling northbound and 47 miles per hour travelling southbound. According to the CTDOT Highway Design Manual, the required intersection sight distance is 519 feet and 554 feet for passenger vehicles traveling northbound and southbound, respectively, when approaching a four-lane roadway with no median. The available sight distance looking left (north) from the intersection of Buckland Road and the Funeral Home Driveway is in excess of 1,000 feet. The available sight distance looking right (south) from the intersection of Buckland Road and the Funeral Home Driveway is 690 feet. At the intersection of Deming Street and the Existing Shared Site Driveway, the 85th percentile speed was recorded at 36 miles per hour travelling eastbound and 33 miles per hour travelling westbound. According to the CTDOT Highway Design Manual, the required intersection sight distance is 427 feet and 391 feet for passenger vehicles traveling eastbound and westbound, respectively, when approaching a four-lane roadway with no median. The available sight distance looking left (east) and right (west) from the intersection of Deming Street and the Existing Shared Site Driveway is in excess of 700 feet in both directions. It is worth noting that there is a tree located in the southeast corner of the site that will not inhibit sight distance if properly maintained. The intersection sight distances provided will meet the minimum sight distance required by CTDOT for safe egress. 5.3 Intersection Capacity Analysis Capacity analyses for both signalized and unsignalized intersections were conducted using Synchro Professional Software, version 10.0. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 7 In discussing intersection capacity analyses results, two terms are used to describe the operating condition of the road or intersection. These two terms are volume to capacity ratio (v/c) and level of service (LOS). The v/c ratio is a ratio of the volume of traffic using an intersection to the total capacity of the intersection (the maximum number of vehicles that can utilize the intersection during an hour). The v/c ratio can be used to describe the percentage of capacity utilized by a single intersection movement, a combination of movements, an entire intersection approach, or the intersection as a whole. LOS is a measure of the delay experienced by stopped vehicles at an intersection. LOS is rated on a scale from A to F, with A describing a condition of very low delay (less than 10 seconds per vehicle), and F describing a condition where delays will exceed 50 seconds per vehicle for unsignalized intersections and 80 seconds per vehicle for signalized intersections. Delay is described as a measure of driver discomfort, frustration, fuel consumption, and lost travel time. Therefore, intersections with longer delay times are less acceptable to most drivers. LOS is generally used to describe the operation (based on delay time) of both signalized and unsignalized intersections, while v/c ratio is applied to signalized intersections only. These definitions for v/c ratio and LOS, as well as the methodology for conducting signalized and unsignalized intersection capacity analyses, are taken from the “2000 Highway Capacity Manual” published by the Transportation Research Board. In discussing two way stop controlled unsignalized intersection capacity analyses, LOS is used to provide a description of the delay and operational characteristics of the turns from the minor street (stop sign controlled) to the major street, and turns from the major street to the minor street. Through vehicles are not delayed by the minor street and do not experience delay, therefore they are not rated with a level of service. Using the above referenced methodologies, morning and afternoon peak hour capacity analyses were conducted at the signalized intersection of Buckland Road and Deming Street, and the unsignalized intersections of Buckland Road and the Existing Funeral Home Site Access Driveway, and Deming Street and the Existing Shared Site Access Driveway. Tables No. 3 and 4 of Appendix A present a summary of the levels of service at the unsignalized and signalized intersections for both Background and Combined conditions traffic volumes. Copies of the analysis worksheets can be found in Appendices C and D , for the morning and afternoon peak hours, respectively. The determination of the traffic impact from the proposed Windsor Federal Savings Bank is made through a comparison of the Existing condition LOS (without the proposed Windsor Federal Savings Bank) versus the Combined condition LOS (with the proposed Windsor Federal Savings Bank). The signalized intersection of Buckland Road and Deming Street operates acceptably at LOS B during the morning peak hour and LOS D during the afternoon peak hour of the background condition. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 8 During the combined condition of both the morning and afternoon peak hours, the intersection operation remains the same with no reduction in LOS. The unsignalized intersection of Buckland Road and the Existing Funeral Home Site Access Driveway operates acceptably in the northbound direction (left turns into the site) at LOS A in the morning and afternoon peak hours for both the background and combined conditions. The eastbound site driveway approach operates at LOS B and LOS D in the morning and afternoon background conditions, respectively. The eastbound shared site driveway approach will experience a small reduction in LOS to LOS C and LOS E in morning and afternoon peak hours for the combined condition, respectively. While some delay may be experienced for traffic exiting this driveway during the afternoon peak hour, any queued vehicles will be stored on site and are able to clear during gaps in traffic created by the adjacent traffic signal at Deming Street. At the unsignalized intersection of Deming Street and the Existing Shared Site Access Driveway, the Deming Street eastbound left turns into the site operate efficiently at LOS A in the morning and afternoon peak hours for both the background and combined conditions. The southbound shared site driveway approach also operates efficiently at LOS B in the morning and afternoon peak hours for both the background and combined conditions. 5.4 Queue Analysis Existing and combined condition 95th percentile (design) queue lengths were reviewed at each intersection in the study area. The 95th percentile (design) vehicle queue lengths represent the maximum queue lengths that can be expected at each of the critical approach lanes of the study area intersections. The queue lengths are provided in the Synchro capacity analysis worksheets, which are attached as Appendix C and D. Tables 5 and 6 of Appendix A provide a summary of the queue lengths for the critical lanes at each intersection. During the morning and afternoon peak hours, the 95th percentile queue lengths at both the unsignalized site driveways are expected to be less than one vehicle length exiting the site and turning left into the site. During the morning and afternoon peak hours, the 95th percentile queue lengths at the signalized intersection of Buckland Road at Deming Street are expected to increase by less than one vehicle length during the morning and afternoon peak hours. The design queue lengths in the combined condition can be accommodated in the available storage at each of the intersections, respectively. 6 Conclusions & Recommendations The purpose of this Traffic Impact Study is to identify the impact of the proposed Windsor Federal Savings Bank branch with a drive-thru window on the surrounding roadway network. The study efforts \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx 9 have indicated that the proposed development will generate a total of 25 trips (14 entering, 10 exiting) in the morning peak hour, and 54 trips (27 entering, 27 existing) in the afternoon peak hour. Capacity analysis revealed that both unsignalized shared access driveways will generally operate acceptably in the combined condition for both the morning and afternoon peak hours. While some delay may be experienced for traffic exiting the shared funeral home driveway on Buckland Road during the afternoon peak hour, any queued vehicles will be stored on site and are able to clear during gaps in traffic created by the adjacent traffic signal at Deming Street. Additionally, the signalized intersection of Buckland Road at Deming Street operates acceptably at LOS B throughout the morning peak hour and LOS D in afternoon peak hours of the background and combined conditions. This intersection will experience no reduction in LOS as a result of the additional traffic from the proposed bank. The 95th percentile queue lengths for all movements at the three study area intersections are expected to increase by no more than one vehicle length. The design queue lengths in the combined condition can be accommodated in the available storage at each of the intersections. The location of both shared site driveways provide sufficient intersection sight distance for vehicles exiting the development for all approaches. Each of the proposed driveway locations meet the minimum sight distance required by CTDOT for safe egress from the site driveway. A review of the crash data provided by the UConn Crash Repository Database indicated that there were no abnormal crash patterns or frequencies in the study area. It should be noted that this development will include a number of enhancements that will improve parking capacity, traffic flow, and pedestrian access in and around the site: • A total of 33 parking spaces, including 2 accessible spaces, will be provided on site. Of these spaces, 17 will be shared with the adjacent funeral home during bank operating hours and all spaces will be available for funeral home use after banking hours. This will benefit the funeral home site which sometimes experiences parking shortages • The shared access driveway on Deming Street is proposed to be expanded from 20 feet wide to 24 feet wide and the site driveway radii is proposed to be increased to better accommodate vehicle turns into and out of the site. Both improvements will provide for safer site driveway operations. • The proposed Windsor Federal Savings Bank and existing funeral home will share cross driveway easements so traffic will be able to travel across each property freely without turning onto Buckland Road. • The proposed Windsor Federal Savings Bank will be installing a new sidewalk on the north side of Deming Street along the property frontage from the Buckland Road sidewalk to the shared driveway as well as new walkway connections into the site from both the Buckland Road and Deming Street sidewalks. The new sidewalks will improve pedestrian connectivity in and around the site. Based on the results of the foregoing analysis, it is the professional opinion of Fuss & O’Neill, Inc. that the proposed development will not have a significant impact to traffic operations within the study area. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix A Tables \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 1 Peak Hour Site Generated Traffic Volumes 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Land Use Trip Generation 912 – Drive-in Bank Total Trips Trips Entering Trips Exiting Morning Peak Hour 25 14 10 Afternoon Peak Hour 54 27 27 Note: Trip generation based on rate per land use code 912 (Drive-in Bank) as published in Trip Generation, 10th Edition, 2017. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 2 Intersection Crash Data Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersections Crashes Per Year 2017 2018 2019 Average/Year Buckland Road and Deming Street 7 5 2 4.66 Buckland Road and the Existing Funeral Home Site Access Driveway 0 0 1 <1 Deming Street and the Existing Shared Site Access Driveway 0 0 1 <1 Data provided by the UConn Crash Repository Database. Data includes crashes identified within 200 feet of each study intersection. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 3 Unsignalized Intersection Level of Service Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut *Values indicated are critical movement Level of Service (LOS) Stop Controlled Intersections (Critical Movements) 2021 Morning Peak Hour 2021 Afternoon Peak Hour Background Combined Background Combined Buckland Road and the Existing Funeral Home Site Access Driveway Northbound Buckland Road Approach (left turns) LOS A LOS A LOS A LOS A Eastbound Shared Driveway Approach LOS B LOS C LOS D LOS E Deming Street and the Existing Shared Site Access Driveway Eastbound Deming Street Approach (left turns) LOS A LOS A LOS A LOS A Southbound Shared Driveway Approach LOS B LOS B LOS B LOS B \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 4 Signalized Intersection Level of Service Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut *Values indicated are intersection v/c Ratio/LOS Signalized Intersection 2021 Morning Peak Hour 2021 Afternoon Peak Hour Background Combined Background Combined Buckland Road and Deming Street 0.57/LOS B* 0.57/LOS B 0.66/LOS D 0.66/LOS D \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 5 Morning Peak Hour Queue Length Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersection Approach Lane 2021 Background Queue 2021 Combined Queue Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through NB Left NB Through SB Left SB Through 20 Feet 35 Feet 5 Feet 35 Feet 70 Feet 45 Feet 115 Feet 10 Feet 310 Feet 25 Feet 35 Feet 5 Feet 35 Feet 70 Feet 45 Feet 115 Feet 10 Feet 310 Feet 150 Feet - - 130 Feet - 150 Feet - 300 Feet - Buckland Road and the Existing Funeral Home Site Access Driveway EB Approach NB Approach Left Turns 0 Feet 0 Feet 5 Feet 0 Feet - Deming Street and the Existing Shared Site Access Driveway SB Approach EB Approach Left Turns 5 Feet 0 Feet 5 Feet 0 Feet - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Table 6 Afternoon Peak Hour Queue Length Summary 395 Buckland Rd – Windsor Federal Savings Bank South Windsor, Connecticut Intersection Approach Lane 2021 Background Queue 2021 Combined Queue Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through NB Left NB Through SB Left SB Through 40 Feet 65 Feet 45 Feet 45 Feet 60 Feet 40 Feet 425 Feet 20 Feet 395 Feet 40 Feet 65 Feet 45 Feet 45 Feet 60 Feet 45 Feet 425 Feet 20 Feet 395 Feet 150 Feet - - 130 Feet - 150 Feet - 300 Feet - Buckland Road and the Existing Funeral Home Site Access Driveway EB Approach NB Approach Left Turns 10 Feet 0 Feet 15 Feet 0 Feet - - Deming Street and the Existing Shared Site Access Driveway SB Approach EB Approach Left Turns 5 Feet 0 Feet 5 Feet 0 Feet - - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix B Figures BUCKL A N D HILLS ROADELLINGTON GulleyFarmBrookAVENUEELLINGTON OA K L A N D SITE LOCATION D E M I N G S T BUCKLAND RDMANCH E S T E R T O W N L I N E SOUTH W I N D S O R T O W N L I N E PROJ. No.: DATE:MS VIEW: LAYER STATE: SCALE: DATUM: VERT.: HORZ.: VERT.: HORZ.:File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171.A10_LOC01.dwg Layout: FIG1 LOC Plotted: Mon, July 06, 2020 - 8:26 AM User: gdepasqualePlotter: DWG TO PDF.PC3 CTB File: FO.STBFIGURE 1 20191171.A10 JULY 2020WINDSOR FEDERAL SAVINGS & LOAN ASSOC. WINDSOR FEDERAL SAVINGS BANK 395 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT 1" = 1000' 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 2: 2021 BASELINE TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 2. 2021 BASELINE Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 3: OTHER GENERATORS - GATEWAY DEVELOPMENT File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 3. OTHER GEN - GATEWAY Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) XX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 4: 2021 BACKGROUND TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 4. 2021 BACKGROUND Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 5: TRIP DISTRIBUTION File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 5. TRIP DIST Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) SITE GENERATED TRAFFIC VOLUMES ENTER EXIT TOTAL MORNING 14 10 24 AFTERNOON 27 27 54 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 6: TRIP GENERATION File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 6. TRIP GEN Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK DEMING STREETBUCKLAND ROADWINDSOR FEDERAL SAVINGS BANK FUNERAL HOME DRIVE SHARED DRIVEXX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 7: 2021 COMBINED TRAFFIC VOLUMES File Path: \\private\DFS\CadProj\DWG\P2019\1171\A10\Civil\Traffic Figures\20191171A10_TVF01.dwg Layout: FIG 7. 2021 COMBINED Plotted: Mon, July 06, 2020 - 9:57 AM User: GINA DEPASQUALEJULY 2020PROJ. NO: 20191171.A10395 BUCKLAND ROAD - WINDSOR FEDERAL SAVINGS BANK \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix C Intersection Capacity Analysis Worksheets Morning Peak Hour 2021 Background Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Future Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.956 0.994 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1781 0 1770 3518 0 1770 3514 0 Flt Permitted 0.676 0.733 0.179 0.438 Satd. Flow (perm) 1259 1863 1583 1365 1781 0 333 3518 0 816 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 34 7 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 20 37 107 43 89 37 160 548 21 16 960 50 Shared Lane Traffic (%) Lane Group Flow (vph) 20 37 107 43 126 0 160 569 0 16 1010 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.3 10.3 10.3 10.3 10.3 37.9 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.71 0.44 0.53 0.34 v/c Ratio 0.08 0.10 0.23 0.16 0.34 0.27 0.37 0.03 0.84 Control Delay 19.7 19.7 1.3 20.9 18.2 5.2 12.3 4.7 26.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.7 19.7 1.3 20.9 18.2 5.2 12.3 4.7 26.8 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS B B A C B A B A C Approach Delay 7.7 18.9 10.8 26.4 Approach LOS A B B C Queue Length 50th (ft) 6 11 0 12 27 15 64 1 160 Queue Length 95th (ft) 20 31 3 34 66 41 113 7 #307 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 381 564 622 413 563 588 1537 580 1204 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 0.05 0.07 0.17 0.10 0.22 0.27 0.37 0.03 0.84 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 59.9% 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: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Future Volume (vph) 18 34 98 40 82 34 147 504 19 15 883 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.96 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1781 1770 3520 1770 3513 Flt Permitted 0.68 1.00 1.00 0.73 1.00 0.18 1.00 0.44 1.00 Satd. Flow (perm) 1260 1863 1583 1365 1781 334 3520 816 3513 Peak-hour factor, PHF 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 37 107 43 89 37 160 548 21 16 960 50 RTOR Reduction (vph) 0 0 91 0 29 0 0 4 0 0 5 0 Lane Group Flow (vph) 20 37 16 43 97 0 160 565 0 16 1005 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Effective Green, g (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.15 0.65 0.43 0.48 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 184 272 231 199 260 563 1505 535 1175 v/s Ratio Prot 0.02 c0.05 c0.07 0.16 0.00 c0.29 v/s Ratio Perm 0.02 0.01 0.03 0.12 0.01 v/c Ratio 0.11 0.14 0.07 0.22 0.37 0.28 0.38 0.03 0.86 Uniform Delay, d1 20.3 20.3 20.1 20.6 21.1 5.6 10.7 7.4 17.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.1 0.5 0.9 0.3 0.7 0.0 8.0 Delay (s) 20.5 20.6 20.3 21.1 22.0 5.9 11.4 7.4 25.0 Level of Service C C C C C A B A C Approach Delay (s) 20.4 21.8 10.2 24.7 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 54.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 1 1 555 938 5 Future Volume (vph) 0 1 1 555 938 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.865 0.999 Flt Protected Satd. Flow (prot) 1611 0 0 3539 3536 0 Flt Permitted Satd. Flow (perm) 1611 0 0 3539 3536 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1 1 603 1020 5 Shared Lane Traffic (%) Lane Group Flow (vph) 1 0 0 604 1025 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1 1 555 938 5 Future Volume (Veh/h) 0 1 1 555 938 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 1 603 1020 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.91 vC, conflicting volume 1326 512 1025 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1153 512 1025 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 173 507 673 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 1 202 402 680 345 Volume Left 0 1 0 0 0 Volume Right 1 0 0 0 5 cSH 507 673 1700 1700 1700 Volume to Capacity 0.00 0.00 0.24 0.40 0.20 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 12.1 0.1 0.0 0.0 0.0 Lane LOS B A Approach Delay (s) 12.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 2 151 270 7 5 2 Future Volume (vph) 2 151 270 7 5 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.996 0.961 Flt Protected 0.999 0.966 Satd. Flow (prot) 0 3536 3525 0 1729 0 Flt Permitted 0.999 0.966 Satd. Flow (perm) 0 3536 3525 0 1729 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 164 293 8 5 2 Shared Lane Traffic (%) Lane Group Flow (vph) 0 166 301 0 7 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Background.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 151 270 7 5 2 Future Volume (Veh/h) 2 151 270 7 5 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 164 293 8 5 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 301 383 150 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 301 383 150 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cM capacity (veh/h) 1257 591 869 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 57 109 195 106 7 Volume Left 2 0 0 0 5 Volume Right 0 0 0 8 2 cSH 1257 1700 1700 1700 651 Volume to Capacity 0.00 0.06 0.11 0.06 0.01 Queue Length 95th (ft) 0 0 0 0 1 Control Delay (s) 0.3 0.0 0.0 0.0 10.6 Lane LOS A B Approach Delay (s) 0.1 0.0 10.6 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 17.7% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix C Intersection Capacity Analysis Worksheets Morning Peak Hour 2021 Combined Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Future Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.955 0.994 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1779 0 1770 3518 0 1770 3514 0 Flt Permitted 0.675 0.732 0.179 0.438 Satd. Flow (perm) 1257 1863 1583 1364 1779 0 333 3518 0 816 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 35 7 8 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 21 38 110 43 90 38 164 549 21 17 961 50 Shared Lane Traffic (%) Lane Group Flow (vph) 21 38 110 43 128 0 164 570 0 17 1011 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.4 10.4 10.4 10.4 10.4 37.8 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.70 0.44 0.53 0.34 v/c Ratio 0.09 0.11 0.23 0.16 0.35 0.28 0.37 0.03 0.84 Control Delay 19.8 19.7 1.5 20.9 18.2 5.3 12.3 4.8 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.8 19.7 1.5 20.9 18.2 5.3 12.3 4.8 26.9 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS B B A C B A B A C Approach Delay 7.9 18.9 10.7 26.5 Approach LOS A B B C Queue Length 50th (ft) 6 11 0 12 27 15 64 1 160 Queue Length 95th (ft) 21 31 5 34 67 41 114 8 #307 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 381 564 621 413 563 588 1536 580 1203 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 0.06 0.07 0.18 0.10 0.23 0.28 0.37 0.03 0.84 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 59.9% 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: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Future Volume (vph) 19 35 101 40 83 35 151 505 19 16 884 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.96 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1780 1770 3520 1770 3513 Flt Permitted 0.67 1.00 1.00 0.73 1.00 0.18 1.00 0.44 1.00 Satd. Flow (perm) 1257 1863 1583 1364 1780 334 3520 815 3513 Peak-hour factor, PHF 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) 21 38 110 43 90 38 164 549 21 17 961 50 RTOR Reduction (vph) 0 0 94 0 30 0 0 4 0 0 5 0 Lane Group Flow (vph) 21 38 16 43 98 0 164 566 0 17 1006 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Effective Green, g (s) 8.0 8.0 8.0 8.0 8.0 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.15 0.65 0.43 0.48 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 183 272 231 199 260 563 1505 534 1175 v/s Ratio Prot 0.02 c0.06 c0.07 0.16 0.00 c0.29 v/s Ratio Perm 0.02 0.01 0.03 0.12 0.01 v/c Ratio 0.11 0.14 0.07 0.22 0.38 0.29 0.38 0.03 0.86 Uniform Delay, d1 20.3 20.4 20.1 20.6 21.1 5.7 10.7 7.4 17.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.1 0.5 0.9 0.3 0.7 0.0 8.1 Delay (s) 20.6 20.6 20.3 21.1 22.0 6.0 11.4 7.4 25.1 Level of Service C C C C C A B A C Approach Delay (s) 20.4 21.8 10.2 24.8 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 54.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 3 3 556 938 10 Future Volume (vph) 2 3 3 556 938 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.919 0.998 Flt Protected 0.980 Satd. Flow (prot) 1678 0 0 3539 3532 0 Flt Permitted 0.980 Satd. Flow (perm) 1678 0 0 3539 3532 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 3 3 604 1020 11 Shared Lane Traffic (%) Lane Group Flow (vph) 5 0 0 607 1031 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 3 3 556 938 10 Future Volume (Veh/h) 2 3 3 556 938 10 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 3 3 604 1020 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.91 vC, conflicting volume 1334 516 1031 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1161 516 1031 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 100 cM capacity (veh/h) 170 504 670 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 5 204 403 680 351 Volume Left 2 3 0 0 0 Volume Right 3 0 0 0 11 cSH 282 670 1700 1700 1700 Volume to Capacity 0.02 0.00 0.24 0.40 0.21 Queue Length 95th (ft) 1 0 0 0 0 Control Delay (s) 18.0 0.2 0.0 0.0 0.0 Lane LOS C A Approach Delay (s) 18.0 0.1 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 4 151 270 12 10 3 Future Volume (vph) 4 151 270 12 10 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.994 0.971 Flt Protected 0.999 0.962 Satd. Flow (prot) 0 3536 3518 0 1740 0 Flt Permitted 0.999 0.962 Satd. Flow (perm) 0 3536 3518 0 1740 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 4 164 293 13 11 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 168 306 0 14 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 AM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 AM Combined.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 4 151 270 12 10 3 Future Volume (Veh/h) 4 151 270 12 10 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 164 293 13 11 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 306 390 153 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 306 390 153 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 1252 585 866 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 59 109 195 111 14 Volume Left 4 0 0 0 11 Volume Right 0 0 0 13 3 cSH 1252 1700 1700 1700 629 Volume to Capacity 0.00 0.06 0.11 0.07 0.02 Queue Length 95th (ft) 0 0 0 0 2 Control Delay (s) 0.6 0.0 0.0 0.0 10.9 Lane LOS A B Approach Delay (s) 0.2 0.0 10.9 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix D Intersection Capacity Analysis Worksheets Afternoon Peak Hour 2021 Background Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Future Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.941 0.993 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1753 0 1770 3514 0 1770 3522 0 Flt Permitted 0.681 0.693 0.182 0.222 Satd. Flow (perm) 1269 1863 1583 1291 1753 0 339 3514 0 414 3522 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 209 47 8 5 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 48 99 209 55 72 47 138 1302 59 43 1113 38 Shared Lane Traffic (%) Lane Group Flow (vph) 48 99 209 55 119 0 138 1361 0 43 1151 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.8 10.8 10.8 10.8 10.8 37.3 23.0 28.2 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.65 0.40 0.49 0.32 v/c Ratio 0.20 0.28 0.45 0.23 0.32 0.25 0.96 0.11 1.03 Control Delay 21.2 21.7 6.8 21.6 15.4 5.5 35.0 5.7 58.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.2 21.7 6.8 21.6 15.4 5.5 35.0 5.7 58.4 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A D A E Approach Delay 12.9 17.4 32.3 56.5 Approach LOS B B C E Queue Length 50th (ft) 14 29 0 16 21 13 213 4 ~196 Queue Length 95th (ft) 38 63 44 41 57 40 #424 16 #391 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 356 523 594 362 525 547 1422 395 1115 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 0.13 0.19 0.35 0.15 0.23 0.25 0.96 0.11 1.03 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 57.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 38.3 Intersection LOS: D Intersection Capacity Utilization 65.3% 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: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Future Volume (vph) 44 91 192 51 66 43 127 1198 54 40 1024 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1752 1770 3516 1770 3522 Flt Permitted 0.68 1.00 1.00 0.69 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1268 1863 1583 1291 1752 339 3516 414 3522 Peak-hour factor, PHF 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) 48 99 209 55 72 47 138 1302 59 43 1113 38 RTOR Reduction (vph) 0 0 169 0 38 0 0 5 0 0 3 0 Lane Group Flow (vph) 48 99 40 55 81 0 138 1356 0 43 1148 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Effective Green, g (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.61 0.40 0.46 0.32 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 240 352 299 244 331 534 1418 379 1112 v/s Ratio Prot c0.05 0.05 c0.06 c0.39 0.02 0.33 v/s Ratio Perm 0.04 0.03 0.04 0.10 0.04 v/c Ratio 0.20 0.28 0.13 0.23 0.24 0.26 0.96 0.11 1.03 Uniform Delay, d1 19.5 19.8 19.2 19.6 19.6 7.6 16.5 9.8 19.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.4 0.2 0.5 0.4 0.3 15.5 0.1 35.5 Delay (s) 19.9 20.2 19.4 20.0 20.0 7.8 32.1 9.9 55.0 Level of Service B C B C C A C A E Approach Delay (s) 19.7 20.0 29.8 53.4 Approach LOS B C C D Intersection Summary HCM 2000 Control Delay 36.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 57.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 6 3 1 1284 1099 5 Future Volume (vph) 6 3 1 1284 1099 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.959 0.999 Flt Protected 0.966 Satd. Flow (prot) 1726 0 0 3539 3536 0 Flt Permitted 0.966 Satd. Flow (perm) 1726 0 0 3539 3536 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 3 1 1396 1195 5 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 1397 1200 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 6 3 1 1284 1099 5 Future Volume (Veh/h) 6 3 1 1284 1099 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 3 1 1396 1195 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.63 vC, conflicting volume 1898 600 1200 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1246 600 1200 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 93 99 100 cM capacity (veh/h) 104 444 577 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 10 466 931 797 403 Volume Left 7 1 0 0 0 Volume Right 3 0 0 0 5 cSH 135 577 1700 1700 1700 Volume to Capacity 0.07 0.00 0.55 0.47 0.24 Queue Length 95th (ft) 6 0 0 0 0 Control Delay (s) 33.8 0.1 0.0 0.0 0.0 Lane LOS D A Approach Delay (s) 33.8 0.0 0.0 Approach LOS D Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 315 221 6 11 0 Future Volume (vph) 0 315 221 6 11 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 3539 3525 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 3539 3525 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 342 240 7 12 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 342 247 0 12 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Background Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Background.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 315 221 6 11 0 Future Volume (Veh/h) 0 315 221 6 11 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 342 240 7 12 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 247 414 124 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 247 414 124 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 1316 566 904 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 114 228 160 87 12 Volume Left 0 0 0 0 12 Volume Right 0 0 0 7 0 cSH 1316 1700 1700 1700 566 Volume to Capacity 0.00 0.13 0.09 0.05 0.02 Queue Length 95th (ft) 0 0 0 0 2 Control Delay (s) 0.0 0.0 0.0 0.0 11.5 Lane LOS B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix D Intersection Capacity Analysis Worksheets Afternoon Peak Hour 2021 Combined Traffic Volumes Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Future Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.940 0.994 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1751 0 1770 3518 0 1770 3522 0 Flt Permitted 0.679 0.692 0.182 0.222 Satd. Flow (perm) 1265 1863 1583 1289 1751 0 339 3518 0 414 3522 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 218 48 8 5 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 549 564 367 Travel Time (s) 6.9 12.5 12.8 8.3 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) 49 100 218 55 73 48 149 1303 59 45 1116 38 Shared Lane Traffic (%) Lane Group Flow (vph) 49 100 218 55 121 0 149 1362 0 45 1154 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 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 Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.8 10.8 10.8 10.8 10.8 37.3 23.0 28.2 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.65 0.40 0.49 0.32 v/c Ratio 0.21 0.28 0.46 0.23 0.33 0.27 0.96 0.11 1.03 Control Delay 21.3 21.8 6.8 21.6 15.4 5.6 34.9 5.7 59.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.3 21.8 6.8 21.6 15.4 5.6 34.9 5.7 59.2 Lanes, Volumes, Timings Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A C A E Approach Delay 12.8 17.3 32.0 57.2 Approach LOS B B C E Queue Length 50th (ft) 14 30 0 16 21 14 213 4 ~198 Queue Length 95th (ft) 38 64 45 41 58 42 #424 16 #392 Internal Link Dist (ft) 224 469 484 287 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 355 523 601 361 526 547 1424 395 1115 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 0.14 0.19 0.36 0.15 0.23 0.27 0.96 0.11 1.03 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 57.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 38.3 Intersection LOS: D 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: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis Windsor Federal Savings Bank 1: Deming Street & Buckland Road 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Future Volume (vph) 45 92 201 51 67 44 137 1199 54 41 1027 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1752 1770 3516 1770 3522 Flt Permitted 0.68 1.00 1.00 0.69 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1265 1863 1583 1290 1752 339 3516 414 3522 Peak-hour factor, PHF 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) 49 100 218 55 73 48 149 1303 59 45 1116 38 RTOR Reduction (vph) 0 0 177 0 39 0 0 5 0 0 3 0 Lane Group Flow (vph) 49 100 41 55 82 0 149 1357 0 45 1151 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Effective Green, g (s) 10.8 10.8 10.8 10.8 10.8 35.0 23.0 26.0 18.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.61 0.40 0.46 0.32 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 239 352 299 244 331 534 1418 379 1112 v/s Ratio Prot c0.05 0.05 c0.06 c0.39 0.02 0.33 v/s Ratio Perm 0.04 0.03 0.04 0.11 0.04 v/c Ratio 0.21 0.28 0.14 0.23 0.25 0.28 0.96 0.12 1.03 Uniform Delay, d1 19.5 19.8 19.2 19.6 19.6 7.6 16.5 9.8 19.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.4 0.2 0.5 0.4 0.3 15.6 0.1 36.3 Delay (s) 19.9 20.2 19.4 20.0 20.0 7.9 32.2 10.0 55.8 Level of Service B C B C C A C A E Approach Delay (s) 19.7 20.0 29.8 54.1 Approach LOS B C C D Intersection Summary HCM 2000 Control Delay 37.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 57.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 4 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 7 3 1285 1099 17 Future Volume (vph) 15 7 3 1285 1099 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.955 0.998 Flt Protected 0.968 Satd. Flow (prot) 1722 0 0 3539 3532 0 Flt Permitted 0.968 Satd. Flow (perm) 1722 0 0 3539 3532 0 Link Speed (mph) 30 30 30 Link Distance (ft) 133 367 198 Travel Time (s) 3.0 8.3 4.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 16 8 3 1397 1195 18 Shared Lane Traffic (%) Lane Group Flow (vph) 24 0 0 1400 1213 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 2: Buckland Road & Funeral Home Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 15 7 3 1285 1099 17 Future Volume (Veh/h) 15 7 3 1285 1099 17 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 16 8 3 1397 1195 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 367 pX, platoon unblocked 0.63 vC, conflicting volume 1908 606 1213 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1263 606 1213 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 84 98 99 cM capacity (veh/h) 101 440 571 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 24 469 931 797 416 Volume Left 16 3 0 0 0 Volume Right 8 0 0 0 18 cSH 136 571 1700 1700 1700 Volume to Capacity 0.18 0.01 0.55 0.47 0.24 Queue Length 95th (ft) 15 0 0 0 0 Control Delay (s) 37.1 0.2 0.0 0.0 0.0 Lane LOS E A Approach Delay (s) 37.1 0.1 0.0 Approach LOS E Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 2 315 221 17 22 3 Future Volume (vph) 2 315 221 17 22 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.990 0.985 Flt Protected 0.957 Satd. Flow (prot) 0 3539 3504 0 1756 0 Flt Permitted 0.957 Satd. Flow (perm) 0 3539 3504 0 1756 0 Link Speed (mph) 30 30 30 Link Distance (ft) 132 304 176 Travel Time (s) 3.0 6.9 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 342 240 18 24 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 344 258 0 27 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Windsor Federal Savings Bank 3: Deming Street & Shared Drive 2021 PM Combined Fuss & O'Neill - GLD Synchro 10 Report F:\P2019\1171\A10\Traffic\Synchro\2021 PM Combined.syn Page 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 315 221 17 22 3 Future Volume (Veh/h) 2 315 221 17 22 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 342 240 18 24 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 304 pX, platoon unblocked vC, conflicting volume 258 424 129 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 258 424 129 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 96 100 cM capacity (veh/h) 1304 557 897 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 116 228 160 98 27 Volume Left 2 0 0 0 24 Volume Right 0 0 0 18 3 cSH 1304 1700 1700 1700 582 Volume to Capacity 0.00 0.13 0.09 0.06 0.05 Queue Length 95th (ft) 0 0 0 0 4 Control Delay (s) 0.1 0.0 0.0 0.0 11.5 Lane LOS A B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix E Automatic Traffic Recorder (ATR) Data Turning Movement Counts (TMC) Data File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 1 Buckland Road at Deming Street South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 3 162 2 0 167 7 6 10 0 23 4 70 9 0 83 15 4 6 0 25 298 07:15 AM 5 190 3 0 198 1 10 9 0 20 2 73 20 0 95 17 2 0 0 19 332 07:30 AM 7 190 1 0 198 4 19 8 1 32 5 98 20 0 123 15 6 0 0 21 374 07:45 AM 16 188 2 0 206 11 13 14 1 39 10 86 40 0 136 18 6 3 0 27 408 Total 31 730 8 0 769 23 48 41 2 114 21 327 89 0 437 65 18 9 0 92 1412 08:00 AM 14 192 4 0 210 6 12 5 3 26 4 91 20 0 115 16 3 13 0 32 383 08:15 AM 12 146 3 1 162 8 18 5 0 31 4 101 22 0 127 25 9 0 0 34 354 08:30 AM 8 186 4 0 198 8 13 7 0 28 2 90 26 0 118 40 1 7 0 48 392 08:45 AM 14 149 4 0 167 10 14 4 1 29 7 110 28 0 145 28 8 11 0 47 388 Total 48 673 15 1 737 32 57 21 4 114 17 392 96 0 505 109 21 31 0 161 1517 Grand Total 79 1403 23 1 1506 55 105 62 6 228 38 719 185 0 942 174 39 40 0 253 2929 Apprch %5.2 93.2 1.5 0.1 24.1 46.1 27.2 2.6 4 76.3 19.6 0 68.8 15.4 15.8 0 Total %2.7 47.9 0.8 0 51.4 1.9 3.6 2.1 0.2 7.8 1.3 24.5 6.3 0 32.2 5.9 1.3 1.4 0 8.6 Lights 79 1377 % Lights 100 98.1 100 100 98.3 100 100 100 100 100 100 96.8 100 0 97.6 99.4 100 100 0 99.6 98.3 Trucks 0 23 0 0 23 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 39 % Trucks 0 1.6 0 0 1.5 0 0 0 0 0 0 2.2 0 0 1.7 0 0 0 0 0 1.3 Buses 0 3 0 0 3 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 11 % Buses 0 0.2 0 0 0.2 0 0 0 0 0 0 1 0 0 0.7 0.6 0 0 0 0.4 0.4 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 16 188 2 0 206 11 13 14 1 39 10 86 40 0 136 18 6 3 0 27 408 08:00 AM 14 192 4 0 210 6 12 5 3 26 4 91 20 0 115 16 3 13 0 32 383 08:15 AM 12 146 3 1 162 8 18 5 0 31 4 101 22 0 127 25 9 0 0 34 354 08:30 AM 8 186 4 0 198 8 13 7 0 28 2 90 26 0 118 40 1 7 0 48 392 Total Volume 50 712 13 1 776 33 56 31 4 124 20 368 108 0 496 99 19 23 0 141 1537 % App. Total 6.4 91.8 1.7 0.1 26.6 45.2 25 3.2 4 74.2 21.8 0 70.2 13.5 16.3 0 PHF .781 .927 .813 .250 .924 .750 .778 .554 .333 .795 .500 .911 .675 .000 .912 .619 .528 .442 .000 .734 .942 Buckland Road Deming Street Deming Street Buckland Road Right 50 Thru 712 Left 13 Peds 1 InOut Total 424 776 1200 Right33 Thru56 Left31 Peds4 OutTotalIn52 124 176 Left 108 Thru 368 Right 20 Peds 0 Out TotalIn 842 496 1338 Left23 Thru19 Right99 Peds0 TotalOutIn214 141 355 Peak Hour Begins at 07:45 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19535 Site Code : 19535 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 08:00 AM 08:00 AM +0 mins.5 190 3 0 198 4 19 8 1 32 4 91 20 0 115 16 3 13 0 32 +15 mins.7 190 1 0 198 11 13 14 1 39 4 101 22 0 127 25 9 0 0 34 +30 mins.16 188 2 0 206 6 12 5 3 26 2 90 26 0 118 40 1 7 0 48 +45 mins.14 192 4 0 210 8 18 5 0 31 7 110 28 0 145 28 8 11 0 47 Total Volume 42 760 10 0 812 29 62 32 5 128 17 392 96 0 505 109 21 31 0 161 % App. Total 5.2 93.6 1.2 0 22.7 48.4 25 3.9 3.4 77.6 19 0 67.7 13 19.3 0 PHF .656 .990 .625 .000 .967 .659 .816 .571 .417 .821 .607 .891 .857 .000 .871 .681 .583 .596 .000 .839 Buckland Road Deming Street Deming Street Buckland Road Right 42 Thru 760 Left 10 Peds 0 In - Peak Hour: 07:15 AM 812 Right29 Thru62 Left32 Peds5 In - Peak Hour: 07:30 AM128 Left 96 Thru 392 Right 17 Peds 0 In - Peak Hour: 08:00 AM 505 Left31 Thru21 Right109 Peds0 In - Peak Hour: 08:00 AM161 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 1 Buckland Road at Deming Street South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 5 131 6 0 142 15 15 11 1 42 27 210 36 0 273 41 26 28 0 95 552 04:15 PM 17 154 19 0 190 8 6 9 0 23 18 199 32 0 249 28 14 9 0 51 513 04:30 PM 6 160 5 0 171 9 12 13 0 34 20 158 21 0 199 45 25 13 0 83 487 04:45 PM 9 194 11 0 214 8 8 13 0 29 23 246 30 0 299 39 23 9 0 71 613 Total 37 639 41 0 717 40 41 46 1 128 88 813 119 0 1020 153 88 59 0 300 2165 05:00 PM 19 241 9 0 269 6 13 9 0 28 29 252 17 0 298 56 28 23 0 107 702 05:15 PM 9 199 5 0 213 5 7 7 0 19 30 208 23 0 261 28 14 9 0 51 544 05:30 PM 6 169 5 0 180 7 7 12 0 26 29 222 24 0 275 31 13 8 0 52 533 05:45 PM 9 204 19 0 232 8 9 21 0 38 16 211 13 0 240 31 9 4 0 44 554 Total 43 813 38 0 894 26 36 49 0 111 104 893 77 0 1074 146 64 44 0 254 2333 Grand Total 80 1452 79 0 1611 66 77 95 1 239 192 1706 196 0 2094 299 152 103 0 554 4498 Apprch %5 90.1 4.9 0 27.6 32.2 39.7 0.4 9.2 81.5 9.4 0 54 27.4 18.6 0 Total %1.8 32.3 1.8 0 35.8 1.5 1.7 2.1 0 5.3 4.3 37.9 4.4 0 46.6 6.6 3.4 2.3 0 12.3 Lights 80 1444 1702 % Lights 100 99.4 100 0 99.5 100 100 100 100 100 100 99.8 100 0 99.8 100 100 99 0 99.8 99.7 Trucks 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 7 % Trucks 0 0.3 0 0 0.3 0 0 0 0 0 0 0.1 0 0 0 0 0 1 0 0.2 0.2 Buses 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 % Buses 0 0.2 0 0 0.2 0 0 0 0 0 0 0.2 0 0 0.1 0 0 0 0 0 0.1 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 9 194 11 0 214 8 8 13 0 29 23 246 30 0 299 39 23 9 0 71 613 05:00 PM 19 241 9 0 269 6 13 9 0 28 29 252 17 0 298 56 28 23 0 107 702 05:15 PM 9 199 5 0 213 5 7 7 0 19 30 208 23 0 261 28 14 9 0 51 544 05:30 PM 6 169 5 0 180 7 7 12 0 26 29 222 24 0 275 31 13 8 0 52 533 Total Volume 43 803 30 0 876 26 35 41 0 102 111 928 94 0 1133 154 78 49 0 281 2392 % App. Total 4.9 91.7 3.4 0 25.5 34.3 40.2 0 9.8 81.9 8.3 0 54.8 27.8 17.4 0 PHF .566 .833 .682 .000 .814 .813 .673 .788 .000 .879 .925 .921 .783 .000 .947 .688 .696 .533 .000 .657 .852 Buckland Road Deming Street Deming Street Buckland Road Right 43 Thru 803 Left 30 Peds 0 InOut Total 1003 876 1879 Right26 Thru35 Left41 Peds0 OutTotalIn219 102 321 Left 94 Thru 928 Right 111 Peds 0 Out TotalIn 998 1133 2131 Left49 Thru78 Right154 Peds0 TotalOutIn172 281 453 Peak Hour Begins at 04:45 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19536 Site Code : 19536 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Deming Street From East Buckland Road From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:45 PM 04:15 PM +0 mins.19 241 9 0 269 15 15 11 1 42 23 246 30 0 299 28 14 9 0 51 +15 mins.9 199 5 0 213 8 6 9 0 23 29 252 17 0 298 45 25 13 0 83 +30 mins.6 169 5 0 180 9 12 13 0 34 30 208 23 0 261 39 23 9 0 71 +45 mins.9 204 19 0 232 8 8 13 0 29 29 222 24 0 275 56 28 23 0 107 Total Volume 43 813 38 0 894 40 41 46 1 128 111 928 94 0 1133 168 90 54 0 312 % App. Total 4.8 90.9 4.3 0 31.2 32 35.9 0.8 9.8 81.9 8.3 0 53.8 28.8 17.3 0 PHF .566 .843 .500 .000 .831 .667 .683 .885 .250 .762 .925 .921 .783 .000 .947 .750 .804 .587 .000 .729 Buckland Road Deming Street Deming Street Buckland Road Right 43 Thru 813 Left 38 Peds 0 In - Peak Hour: 05:00 PM 894 Right40 Thru41 Left46 Peds1 In - Peak Hour: 04:00 PM128 Left 94 Thru 928 Right 111 Peds 0 In - Peak Hour: 04:45 PM 1133 Left54 Thru90 Right168 Peds0 In - Peak Hour: 04:15 PM312 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 1 Buckland Road at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 184 1 0 185 1 0 3 0 4 3 72 1 0 76 0 0 0 0 0 265 07:15 AM 0 201 0 0 201 0 0 0 0 0 2 99 0 0 101 0 0 0 1 1 303 07:30 AM 1 192 0 0 193 0 0 0 0 0 2 96 1 0 99 0 0 0 0 0 292 07:45 AM 2 199 0 0 201 0 0 0 0 0 0 106 0 0 106 1 0 0 0 1 308 Total 3 776 1 0 780 1 0 3 0 4 7 373 2 0 382 1 0 0 1 2 1168 08:00 AM 2 205 0 0 207 0 0 0 0 0 1 103 0 0 104 0 0 0 0 0 311 08:15 AM 2 166 0 0 168 0 0 0 0 0 0 101 0 0 101 0 0 1 1 2 271 08:30 AM 1 198 0 0 199 0 0 0 0 0 0 107 1 0 108 2 0 0 0 2 309 08:45 AM 2 195 1 0 198 1 0 2 0 3 3 116 1 0 120 0 0 0 0 0 321 Total 7 764 1 0 772 1 0 2 0 3 4 427 2 0 433 2 0 1 1 4 1212 Grand Total 10 1540 2 0 1552 2 0 5 0 7 11 800 4 0 815 3 0 1 2 6 2380 Apprch %0.6 99.2 0.1 0 28.6 0 71.4 0 1.3 98.2 0.5 0 50 0 16.7 33.3 Total %0.4 64.7 0.1 0 65.2 0.1 0 0.2 0 0.3 0.5 33.6 0.2 0 34.2 0.1 0 0 0.1 0.3 Lights 10 1511 % Lights 100 98.1 100 0 98.1 100 0 100 0 100 100 97.2 100 0 97.3 100 0 100 100 100 97.9 Trucks 0 27 0 0 27 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 42 % Trucks 0 1.8 0 0 1.7 0 0 0 0 0 0 1.9 0 0 1.8 0 0 0 0 0 1.8 Buses 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 9 % Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0.9 0 0 0.9 0 0 0 0 0 0.4 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 201 0 0 201 0 0 0 0 0 2 99 0 0 101 0 0 0 1 1 303 07:30 AM 1 192 0 0 193 0 0 0 0 0 2 96 1 0 99 0 0 0 0 0 292 07:45 AM 2 199 0 0 201 0 0 0 0 0 0 106 0 0 106 1 0 0 0 1 308 08:00 AM 2 205 0 0 207 0 0 0 0 0 1 103 0 0 104 0 0 0 0 0 311 Total Volume 5 797 0 0 802 0 0 0 0 0 5 404 1 0 410 1 0 0 1 2 1214 % App. Total 0.6 99.4 0 0 0 0 0 0 1.2 98.5 0.2 0 50 0 0 50 PHF .625 .972 .000 .000 .969 .000 .000 .000 .000 .000 .625 .953 .250 .000 .967 .250 .000 .000 .250 .500 .976 Buckland Road Funeral Home Drive Private Drive Buckland Road Right 5 Thru 797 Left 0 Peds 0 InOut Total 404 802 1206 Right0 Thru0 Left0 Peds0 OutTotalIn5 0 5 Left 1 Thru 404 Right 5 Peds 0 Out TotalIn 798 410 1208 Left0 Thru0 Right1 Peds1 TotalOutIn6 2 8 Peak Hour Begins at 07:15 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19537 Site Code : 19537 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Drive From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 08:00 AM 07:45 AM +0 mins.0 201 0 0 201 1 0 3 0 4 1 103 0 0 104 1 0 0 0 1 +15 mins.1 192 0 0 193 0 0 0 0 0 0 101 0 0 101 0 0 0 0 0 +30 mins.2 199 0 0 201 0 0 0 0 0 0 107 1 0 108 0 0 1 1 2 +45 mins.2 205 0 0 207 0 0 0 0 0 3 116 1 0 120 2 0 0 0 2 Total Volume 5 797 0 0 802 1 0 3 0 4 4 427 2 0 433 3 0 1 1 5 % App. Total 0.6 99.4 0 0 25 0 75 0 0.9 98.6 0.5 0 60 0 20 20 PHF .625 .972 .000 .000 .969 .250 .000 .250 .000 .250 .333 .920 .500 .000 .902 .375 .000 .250 .250 .625 Buckland Road Funeral Home Drive Private Drive Buckland Road Right 5 Thru 797 Left 0 Peds 0 In - Peak Hour: 07:15 AM 802 Right1 Thru0 Left3 Peds0 In - Peak Hour: 07:00 AM4 Left 2 Thru 427 Right 4 Peds 0 In - Peak Hour: 08:00 AM 433 Left1 Thru0 Right3 Peds1 In - Peak Hour: 07:45 AM5 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 1 Buckland ROad at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 3 229 2 0 234 3 0 3 0 6 4 189 0 0 193 0 0 1 0 1 434 04:15 PM 2 205 2 0 209 1 0 2 0 3 3 202 1 0 206 0 0 2 0 2 420 04:30 PM 1 171 1 0 173 0 0 1 0 1 4 220 0 0 224 0 0 1 0 1 399 04:45 PM 2 222 0 0 224 1 0 1 0 2 1 217 0 0 218 0 0 6 0 6 450 Total 8 827 5 0 840 5 0 7 0 12 12 828 1 0 841 0 0 10 0 10 1703 05:00 PM 1 216 0 0 217 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 490 05:15 PM 0 197 0 0 197 2 0 3 0 5 3 251 0 0 254 1 0 1 0 2 458 05:30 PM 2 209 2 0 213 2 0 1 0 3 4 216 0 0 220 1 0 0 0 1 437 05:45 PM 2 219 1 0 222 1 0 2 0 3 0 255 1 0 256 1 0 4 0 5 486 Total 5 841 3 0 849 5 0 9 0 14 7 991 1 0 999 3 0 6 0 9 1871 Grand Total 13 1668 8 0 1689 10 0 16 0 26 19 1819 2 0 1840 3 0 16 0 19 3574 Apprch %0.8 98.8 0.5 0 38.5 0 61.5 0 1 98.9 0.1 0 15.8 0 84.2 0 Total %0.4 46.7 0.2 0 47.3 0.3 0 0.4 0 0.7 0.5 50.9 0.1 0 51.5 0.1 0 0.4 0 0.5 Lights 13 1664 1813 % Lights 100 99.8 100 0 99.8 100 0 100 0 100 100 99.7 100 0 99.7 100 0 100 0 100 99.7 Trucks 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 % Trucks 0 0.1 0 0 0.1 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 0.1 Buses 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6 % Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0 0 0 0.2 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 2 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 216 0 0 217 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 490 05:15 PM 0 197 0 0 197 2 0 3 0 5 3 251 0 0 254 1 0 1 0 2 458 05:30 PM 2 209 2 0 213 2 0 1 0 3 4 216 0 0 220 1 0 0 0 1 437 05:45 PM 2 219 1 0 222 1 0 2 0 3 0 255 1 0 256 1 0 4 0 5 486 Total Volume 5 841 3 0 849 5 0 9 0 14 7 991 1 0 999 3 0 6 0 9 1871 % App. Total 0.6 99.1 0.4 0 35.7 0 64.3 0 0.7 99.2 0.1 0 33.3 0 66.7 0 PHF .625 .960 .375 .000 .956 .625 .000 .750 .000 .700 .438 .921 .250 .000 .928 .750 .000 .375 .000 .450 .955 Buckland Road Funeral Home Dr Private Drive Buckland Road Right 5 Thru 841 Left 3 Peds 0 InOut Total 1002 849 1851 Right5 Thru0 Left9 Peds0 OutTotalIn10 14 24 Left 1 Thru 991 Right 7 Peds 0 Out TotalIn 853 999 1852 Left6 Thru0 Right3 Peds0 TotalOutIn6 9 15 Peak Hour Begins at 05:00 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19538 Site Code : 19538 Start Date : 10/17/2019 Page No : 3 Buckland Road From North Private Drive From East Buckland Road From South Funeral Home Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM 04:00 PM +0 mins.2 222 0 0 224 0 0 3 0 3 0 269 0 0 269 0 0 1 0 1 +15 mins.1 216 0 0 217 2 0 3 0 5 3 251 0 0 254 0 0 2 0 2 +30 mins.0 197 0 0 197 2 0 1 0 3 4 216 0 0 220 0 0 1 0 1 +45 mins.2 209 2 0 213 1 0 2 0 3 0 255 1 0 256 0 0 6 0 6 Total Volume 5 844 2 0 851 5 0 9 0 14 7 991 1 0 999 0 0 10 0 10 % App. Total 0.6 99.2 0.2 0 35.7 0 64.3 0 0.7 99.2 0.1 0 0 0 100 0 PHF .625 .950 .250 .000 .950 .625 .000 .750 .000 .700 .438 .921 .250 .000 .928 .000 .000 .417 .000 .417 Buckland Road Funeral Home Dr Private Drive Buckland Road Right 5 Thru 844 Left 2 Peds 0 In - Peak Hour: 04:45 PM 851 Right5 Thru0 Left9 Peds0 In - Peak Hour: 05:00 PM14 Left 1 Thru 991 Right 7 Peds 0 In - Peak Hour: 05:00 PM 999 Left10 Thru0 Right0 Peds0 In - Peak Hour: 04:00 PM10 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 1 Deming Street at Funeral Home Drive South Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 0 0 0 1 0 7 8 0 15 5 0 3 0 8 2 23 0 0 25 49 07:15 AM 0 0 0 0 0 0 23 22 0 45 0 0 1 1 2 5 13 0 0 18 65 07:30 AM 0 0 3 0 3 7 19 22 0 48 3 0 1 0 4 2 20 0 0 22 77 07:45 AM 0 0 1 0 1 3 16 45 1 65 4 0 3 0 7 12 13 1 0 26 99 Total 1 0 4 0 5 10 65 97 1 173 12 0 8 1 21 21 69 1 0 91 290 08:00 AM 0 0 3 0 3 5 11 26 0 42 8 0 1 0 9 15 17 0 0 32 86 08:15 AM 0 0 1 0 1 2 18 30 0 50 11 0 4 0 15 14 21 0 0 35 101 08:30 AM 1 0 1 0 2 1 17 27 0 45 11 0 3 0 14 11 30 0 0 41 102 08:45 AM 1 0 0 0 1 4 23 39 0 66 18 0 5 0 23 12 23 0 0 35 125 Total 2 0 5 0 7 12 69 122 0 203 48 0 13 0 61 52 91 0 0 143 414 Grand Total 3 0 9 0 12 22 134 219 1 376 60 0 21 1 82 73 160 1 0 234 704 Apprch %25 0 75 0 5.9 35.6 58.2 0.3 73.2 0 25.6 1.2 31.2 68.4 0.4 0 Total %0.4 0 1.3 0 1.7 3.1 19 31.1 0.1 53.4 8.5 0 3 0.1 11.6 10.4 22.7 0.1 0 33.2 Lights 3 0 9 0 12 22 134 219 1 376 60 0 21 1 82 73 159 1 0 233 703 % Lights 100 0 100 0 100 100 100 100 100 100 100 0 100 100 100 100 99.4 100 0 99.6 99.9 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0 0.4 0.1 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 2 Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 3 0 3 5 11 26 0 42 8 0 1 0 9 15 17 0 0 32 86 08:15 AM 0 0 1 0 1 2 18 30 0 50 11 0 4 0 15 14 21 0 0 35 101 08:30 AM 1 0 1 0 2 1 17 27 0 45 11 0 3 0 14 11 30 0 0 41 102 08:45 AM 1 0 0 0 1 4 23 39 0 66 18 0 5 0 23 12 23 0 0 35 125 Total Volume 2 0 5 0 7 12 69 122 0 203 48 0 13 0 61 52 91 0 0 143 414 % App. Total 28.6 0 71.4 0 5.9 34 60.1 0 78.7 0 21.3 0 36.4 63.6 0 0 PHF .500 .000 .417 .000 .583 .600 .750 .782 .000 .769 .667 .000 .650 .000 .663 .867 .758 .000 .000 .872 .828 Funeral Home Dr Deming Street Deming Street Private Drive Right 2 Thru 0 Left 5 Peds 0 InOut Total 12 7 19 Right12 Thru69 Left122 Peds0 OutTotalIn144 203 347 Left 13 Thru 0 Right 48 Peds 0 Out TotalIn 174 61 235 Left0 Thru91 Right52 Peds0 TotalOutIn84 143 227 Peak Hour Begins at 08:00 AM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19539 Site Code : 19539 Start Date : 10/17/2019 Page No : 3 Funeral Home Dr From North Deming Street From East Private Drive From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 08:00 AM 08:00 AM +0 mins.0 0 3 0 3 7 19 22 0 48 8 0 1 0 9 15 17 0 0 32 +15 mins.0 0 1 0 1 3 16 45 1 65 11 0 4 0 15 14 21 0 0 35 +30 mins.0 0 3 0 3 5 11 26 0 42 11 0 3 0 14 11 30 0 0 41 +45 mins.0 0 1 0 1 2 18 30 0 50 18 0 5 0 23 12 23 0 0 35 Total Volume 0 0 8 0 8 17 64 123 1 205 48 0 13 0 61 52 91 0 0 143 % App. Total 0 0 100 0 8.3 31.2 60 0.5 78.7 0 21.3 0 36.4 63.6 0 0 PHF .000 .000 .667 .000 .667 .607 .842 .683 .250 .788 .667 .000 .650 .000 .663 .867 .758 .000 .000 .872 Funeral Home Dr Deming Street Deming Street Private Drive Right 0 Thru 0 Left 8 Peds 0 In - Peak Hour: 07:30 AM 8 Right17 Thru64 Left123 Peds1 In - Peak Hour: 07:30 AM205 Left 13 Thru 0 Right 48 Peds 0 In - Peak Hour: 08:00 AM 61 Left0 Thru91 Right52 Peds0 In - Peak Hour: 08:00 AM143 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 1 Deming Street at Funeral Home Drive Soth Windsor, Connecticut Groups Printed- Lights - Trucks - Buses Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 7 0 7 0 24 11 0 35 39 0 12 0 51 8 42 0 0 50 143 04:15 PM 0 0 2 0 2 4 28 15 0 47 30 0 11 0 41 8 32 0 0 40 130 04:30 PM 0 0 0 0 0 2 27 8 0 37 28 0 11 0 39 3 42 0 0 45 121 04:45 PM 0 0 2 0 2 0 29 10 0 39 18 0 9 0 27 7 34 0 0 41 109 Total 0 0 11 0 11 6 108 44 0 158 115 0 43 0 158 26 150 0 0 176 503 05:00 PM 1 0 8 0 9 0 29 12 0 41 33 0 10 1 44 5 36 0 0 41 135 05:15 PM 1 0 2 0 3 0 19 10 0 29 14 0 8 1 23 9 36 0 0 45 100 05:30 PM 0 0 2 0 2 1 24 11 0 36 15 0 6 1 22 7 32 0 0 39 99 05:45 PM 1 0 0 0 1 0 26 8 0 34 11 0 10 0 21 9 32 0 0 41 97 Total 3 0 12 0 15 1 98 41 0 140 73 0 34 3 110 30 136 0 0 166 431 Grand Total 3 0 23 0 26 7 206 85 0 298 188 0 77 3 268 56 286 0 0 342 934 Apprch %11.5 0 88.5 0 2.3 69.1 28.5 0 70.1 0 28.7 1.1 16.4 83.6 0 0 Total %0.3 0 2.5 0 2.8 0.7 22.1 9.1 0 31.9 20.1 0 8.2 0.3 28.7 6 30.6 0 0 36.6 Lights 3 0 23 0 26 7 206 85 0 298 187 0 77 3 267 56 286 0 0 342 933 % Lights 100 0 100 0 100 100 100 100 0 100 99.5 0 100 100 99.6 100 100 0 0 100 99.9 Trucks 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 % Trucks 0 0 0 0 0 0 0 0 0 0 0.5 0 0 0 0.4 0 0 0 0 0 0.1 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 2 Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 7 0 7 0 24 11 0 35 39 0 12 0 51 8 42 0 0 50 143 04:15 PM 0 0 2 0 2 4 28 15 0 47 30 0 11 0 41 8 32 0 0 40 130 04:30 PM 0 0 0 0 0 2 27 8 0 37 28 0 11 0 39 3 42 0 0 45 121 04:45 PM 0 0 2 0 2 0 29 10 0 39 18 0 9 0 27 7 34 0 0 41 109 Total Volume 0 0 11 0 11 6 108 44 0 158 115 0 43 0 158 26 150 0 0 176 503 % App. Total 0 0 100 0 3.8 68.4 27.8 0 72.8 0 27.2 0 14.8 85.2 0 0 PHF .000 .000 .393 .000 .393 .375 .931 .733 .000 .840 .737 .000 .896 .000 .775 .813 .893 .000 .000 .880 .879 Funeral Home Dr Deming Street Deming Street Private Dr Right 0 Thru 0 Left 11 Peds 0 InOut Total 6 11 17 Right6 Thru108 Left44 Peds0 OutTotalIn276 158 434 Left 43 Thru 0 Right 115 Peds 0 Out TotalIn 70 158 228 Left0 Thru150 Right26 Peds0 TotalOutIn151 176 327 Peak Hour Begins at 04:00 PM Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 File Name : 19540 Site Code : 19540 Start Date : 10/17/2019 Page No : 3 Funeral Home Dr From North Deming Street From East Private Dr From South Deming Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:00 PM +0 mins.0 0 2 0 2 4 28 15 0 47 39 0 12 0 51 8 42 0 0 50 +15 mins.1 0 8 0 9 2 27 8 0 37 30 0 11 0 41 8 32 0 0 40 +30 mins.1 0 2 0 3 0 29 10 0 39 28 0 11 0 39 3 42 0 0 45 +45 mins.0 0 2 0 2 0 29 12 0 41 18 0 9 0 27 7 34 0 0 41 Total Volume 2 0 14 0 16 6 113 45 0 164 115 0 43 0 158 26 150 0 0 176 % App. Total 12.5 0 87.5 0 3.7 68.9 27.4 0 72.8 0 27.2 0 14.8 85.2 0 0 PHF .500 .000 .438 .000 .444 .375 .974 .750 .000 .872 .737 .000 .896 .000 .775 .813 .893 .000 .000 .880 Funeral Home Dr Deming Street Deming Street Private Dr Right 2 Thru 0 Left 14 Peds 0 In - Peak Hour: 04:45 PM 16 Right6 Thru113 Left45 Peds0 In - Peak Hour: 04:15 PM164 Left 43 Thru 0 Right 115 Peds 0 In - Peak Hour: 04:00 PM 158 Left0 Thru150 Right26 Peds0 In - Peak Hour: 04:00 PM176 Lights Trucks Buses Peak Hour Data North Connecticut Counts LLC Kensington, Connecticut 06037 (860) 828-1693 Page 1 Buckland Road North of Deming Street South Windsor, Connecticut Site Code: Station ID: 5190 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Northbound Southbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 681 652 1333 01:00 699 658 1357 02:00 696 669 1365 03:00 787 706 1493 04:00 941 771 1712 05:00 840 836 1676 06:00 775 631 1406 07:00 545 365 910 08:00 383 268 651 09:00 320 156 476 10:00 132 70 202 11:00 65 39 104 Total 6864 5821 12685 Percent 54.1%45.9% Page 2 Buckland Road North of Deming Street South Windsor, Connecticut Site Code: Station ID: 5190 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Northbound Southbound Total 12:00 AM 51 21 72 01:00 20 10 30 02:00 20 4 24 03:00 10 24 34 04:00 29 53 82 05:00 86 150 236 06:00 319 390 709 07:00 461 769 1230 08:00 428 683 1111 09:00 445 650 1095 10:00 483 622 1105 11:00 601 602 1203 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 2953 3978 6931 Percent 42.6%57.4% Grand Total 9817 9799 Percentage 50.0%50.0% ADT ADT 19,616 AADT 19,616 Page 1 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 2 3 10 18 36 9 3 0 0 0 0 0 0 0 81 26-35 54 13:00 1 0 8 44 52 17 0 0 0 0 0 0 0 0 122 26-35 96 14:00 2 1 3 28 54 12 1 0 0 0 0 0 0 0 101 26-35 82 15:00 1 2 2 32 48 28 4 0 0 0 0 0 0 0 117 26-35 80 16:00 0 0 3 31 104 35 4 0 0 0 0 0 0 0 177 31-40 139 17:00 1 0 2 38 104 30 6 0 0 0 0 0 0 0 181 26-35 142 18:00 1 1 5 41 79 33 2 0 0 0 0 0 0 0 162 26-35 120 19:00 3 0 5 30 59 18 1 0 0 0 0 0 0 0 116 26-35 89 20:00 0 0 8 38 33 15 2 0 0 0 0 0 0 0 96 26-35 71 21:00 0 0 4 13 27 5 1 0 0 0 0 0 0 0 50 26-35 40 22:00 0 0 3 4 15 6 0 0 0 0 0 0 0 0 28 31-40 21 23:00 0 0 0 4 6 2 0 0 0 0 0 0 0 0 12 26-35 10 Total 11 7 53 321 617 210 24 0 0 0 0 0 0 0 1243 Percent 0.9%0.6%4.3%25.8%49.6%16.9%1.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 19:00 12:00 12:00 13:00 16:00 16:00 17:00 17:00 Vol.3 3 10 44 104 35 6 181 Page 2 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 25-34 2 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 39-48 1 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 19-28 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 24-33 1 05:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 24-33 2 06:00 1 0 1 2 9 5 1 0 0 0 0 0 0 0 19 31-40 14 07:00 1 0 8 8 21 5 1 0 0 0 0 0 0 0 44 26-35 29 08:00 2 2 4 17 29 10 1 0 0 0 0 0 0 0 65 26-35 46 09:00 1 0 3 11 41 13 1 0 0 0 0 0 0 0 70 31-40 54 10:00 1 0 8 15 39 14 1 0 0 0 0 0 0 0 78 26-35 54 11:00 1 0 3 25 50 16 1 0 0 0 0 0 0 0 96 26-35 75 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 7 2 27 80 193 63 6 1 0 0 0 0 0 0 379 Percent 1.8%0.5%7.1%21.1%50.9%16.6%1.6%0.3%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 08:00 07:00 11:00 11:00 11:00 06:00 01:00 11:00 Vol.2 2 8 25 50 16 1 1 96 PM Peak Vol. Total 18 9 80 401 810 273 30 1 0 0 0 0 0 0 1622 Percent 1.1%0.6%4.9%24.7%49.9%16.8%1.8%0.1%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 26 MPH 50th Percentile : 31 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 1211 Percent in Pace : 74.7% Number of Vehicles > 35 MPH : 304 Percent of Vehicles > 35 MPH : 18.7% Mean Speed(Average) : 32 MPH Page 3 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 1 1 10 27 24 17 1 0 0 0 0 0 0 81 31-40 51 13:00 0 0 3 6 39 34 11 4 0 0 0 0 0 0 97 31-40 73 14:00 0 1 1 12 35 40 10 6 2 0 0 0 0 0 107 31-40 75 15:00 0 3 0 4 41 52 18 0 0 0 0 0 0 0 118 31-40 93 16:00 0 0 0 5 31 43 17 4 0 0 0 0 0 0 100 31-40 74 17:00 1 0 5 4 28 42 28 3 1 0 0 0 0 0 112 36-45 70 18:00 0 0 0 12 31 55 8 3 0 0 0 0 0 0 109 31-40 86 19:00 0 0 0 8 21 16 10 1 0 0 0 0 0 0 56 31-40 37 20:00 0 0 0 6 11 21 10 0 1 0 0 0 0 0 49 31-40 32 21:00 0 0 0 1 9 6 0 1 0 0 0 0 0 0 17 31-40 15 22:00 0 0 0 0 3 5 1 0 1 0 0 0 0 0 10 31-40 8 23:00 0 0 0 1 0 2 0 0 0 0 0 0 0 0 3 29-38 2 Total 1 5 10 69 276 340 130 23 5 0 0 0 0 0 859 Percent 0.1%0.6%1.2%8.0%32.1%39.6%15.1%2.7%0.6%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 17:00 15:00 17:00 14:00 15:00 18:00 17:00 14:00 14:00 15:00 Vol.1 3 5 12 41 55 28 6 2 118 Page 4 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 24-33 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 02:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 34-43 1 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 34-43 1 04:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 35-44 2 05:00 0 0 0 0 4 3 4 2 0 0 0 0 0 0 13 36-45 7 06:00 0 0 0 5 7 11 12 1 0 0 0 0 0 0 36 36-45 23 07:00 0 0 0 7 18 34 24 8 1 0 0 0 0 0 92 36-45 58 08:00 0 0 2 1 38 62 33 7 1 0 0 0 0 0 144 31-40 100 09:00 0 0 0 7 16 41 24 8 0 0 0 0 0 0 96 36-45 65 10:00 0 0 0 5 35 39 23 0 0 0 0 0 0 0 102 31-40 74 11:00 0 0 0 7 31 27 24 7 0 0 0 0 0 0 96 31-40 58 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 0 0 2 32 150 217 148 34 2 0 0 0 0 0 585 Percent 0.0%0.0%0.3%5.5%25.6%37.1%25.3%5.8%0.3%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 07:00 08:00 08:00 08:00 07:00 07:00 08:00 Vol. 2 7 38 62 33 8 1 144 PM Peak Vol. Total 1 5 12 101 426 557 278 57 7 0 0 0 0 0 1444 Percent 0.1%0.3%0.8%7.0%29.5%38.6%19.3%3.9%0.5%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 31 MPH 50th Percentile : 36 MPH 85th Percentile : 42 MPH 95th Percentile : 44 MPH Stats 10 MPH Pace Speed : 31-40 MPH Number in Pace : 983 Percent in Pace : 68.1% Number of Vehicles > 35 MPH : 899 Percent of Vehicles > 35 MPH : 62.3% Mean Speed(Average) : 37 MPH Page 1 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Eastbound Westbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 81 81 162 01:00 122 97 219 02:00 101 107 208 03:00 117 118 235 04:00 177 100 277 05:00 181 112 293 06:00 162 109 271 07:00 116 56 172 08:00 96 49 145 09:00 50 17 67 10:00 28 10 38 11:00 12 3 15 Total 1243 859 2102 Percent 59.1%40.9% Page 2 Deming Street East of Buckland Road S. Windsor, Connecticut Site Code: Station ID: 5193 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Eastbound Westbound Total 12:00 AM 2 2 4 01:00 1 0 1 02:00 1 1 2 03:00 0 1 1 04:00 1 2 3 05:00 2 13 15 06:00 19 36 55 07:00 44 92 136 08:00 65 144 209 09:00 70 96 166 10:00 78 102 180 11:00 96 96 192 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 379 585 964 Percent 39.3%60.7% Grand Total 1622 1444 Percentage 52.9%47.1% ADT ADT 3,074 AADT 3,074 Page 1 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 1 0 1 6 58 262 254 66 14 1 0 0 0 0 663 36-45 516 13:00 0 0 0 9 92 332 292 48 1 2 0 0 0 0 776 36-45 624 14:00 0 0 0 12 97 296 283 53 7 1 1 0 0 0 750 36-45 579 15:00 0 0 6 19 136 379 233 46 3 2 0 0 0 0 824 36-45 612 16:00 0 1 0 8 122 445 347 62 4 0 0 0 0 0 989 36-45 792 17:00 1 0 0 12 188 428 294 50 5 0 0 0 0 0 978 36-45 722 18:00 0 0 1 22 181 426 293 38 6 0 0 0 0 0 967 36-45 719 19:00 0 0 0 5 146 375 224 32 5 1 0 0 0 0 788 36-45 599 20:00 1 0 1 5 80 355 192 11 7 0 0 0 0 0 652 36-45 547 21:00 0 0 0 4 40 197 232 30 0 3 0 0 0 0 506 36-45 429 22:00 1 0 0 0 16 93 163 27 4 1 0 0 0 0 305 36-45 256 23:00 0 0 0 1 2 39 47 12 1 0 0 1 0 0 103 36-45 86 Total 4 1 9 103 1158 3627 2854 475 57 11 1 1 0 0 8301 Percent 0.0%0.0%0.1%1.2%14.0%43.7%34.4%5.7%0.7%0.1%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 12:00 16:00 15:00 18:00 17:00 16:00 16:00 12:00 12:00 21:00 14:00 23:00 16:00 Vol.1 1 6 22 188 445 347 66 14 3 1 1 989 Page 2 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 2 17 30 9 2 0 0 0 0 0 60 36-45 47 01:00 0 0 0 0 0 19 22 1 3 0 0 0 0 0 45 36-45 41 02:00 0 0 0 1 4 8 7 3 0 0 0 0 0 0 23 36-45 15 03:00 0 0 0 0 0 4 5 3 1 0 0 0 0 0 13 36-45 9 04:00 0 0 0 0 1 8 20 2 1 1 0 1 0 0 34 36-45 28 05:00 0 0 0 0 0 19 37 5 0 0 0 0 0 0 61 36-45 56 06:00 1 0 1 1 10 71 140 58 8 2 0 0 0 0 292 36-45 211 07:00 2 2 2 5 38 135 302 137 25 2 1 0 0 0 651 40-49 439 08:00 0 1 1 10 29 165 273 87 22 2 1 0 0 0 591 36-45 438 09:00 0 0 0 10 29 190 317 85 19 1 0 0 0 0 651 36-45 507 10:00 0 1 0 0 58 246 207 69 8 0 0 0 0 0 589 36-45 453 11:00 1 0 0 4 72 238 245 69 12 3 1 0 0 0 645 36-45 483 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 4 4 4 31 243 1120 1605 528 101 11 3 1 0 0 3655 Percent 0.1%0.1%0.1%0.8%6.6%30.6%43.9%14.4%2.8%0.3%0.1%0.0%0.0%0.0% AM Peak 07:00 07:00 07:00 08:00 11:00 10:00 09:00 07:00 07:00 11:00 07:00 04:00 07:00 Vol.2 2 2 10 72 246 317 137 25 3 1 1 651 PM Peak Vol. Total 8 5 13 134 1401 4747 4459 1003 158 22 4 2 0 0 11956 Percent 0.1%0.0%0.1%1.1%11.7%39.7%37.3%8.4%1.3%0.2%0.0%0.0%0.0%0.0% 15th Percentile : 35 MPH 50th Percentile : 39 MPH 85th Percentile : 44 MPH 95th Percentile : 47 MPH Stats 10 MPH Pace Speed : 36-45 MPH Number in Pace : 9206 Percent in Pace : 77.0% Number of Vehicles > 35 MPH : 10395 Percent of Vehicles > 35 MPH : 86.9% Mean Speed(Average) : 40 MPH Page 3 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 0 0 4 48 272 316 126 35 3 0 0 0 0 804 36-45 588 13:00 2 0 3 9 54 202 294 117 31 3 0 0 0 0 715 36-45 496 14:00 2 0 0 5 61 191 267 134 35 4 1 0 0 0 700 36-45 458 15:00 2 0 3 22 63 192 301 119 36 7 0 0 0 0 745 36-45 493 16:00 1 0 9 32 75 252 295 126 32 10 0 0 0 0 832 36-45 547 17:00 1 0 3 30 112 281 343 125 23 1 0 0 0 0 919 36-45 624 18:00 2 3 15 51 140 263 249 95 8 1 0 0 0 0 827 36-45 512 19:00 0 0 2 24 81 164 167 48 8 0 0 0 0 0 494 36-45 331 20:00 1 0 1 2 53 104 93 46 10 0 0 0 0 0 310 36-45 197 21:00 0 0 0 2 14 62 82 32 8 3 0 0 0 0 203 36-45 144 22:00 1 0 0 0 7 16 41 14 5 0 0 0 1 0 85 36-45 57 23:00 0 0 0 0 5 11 24 12 5 1 0 0 0 0 58 39-48 36 Total 12 3 36 181 713 2010 2472 994 236 33 1 0 1 0 6692 Percent 0.2%0.0%0.5%2.7%10.7%30.0%36.9%14.9%3.5%0.5%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 13:00 18:00 18:00 18:00 18:00 17:00 17:00 14:00 15:00 16:00 14:00 22:00 17:00 Vol.2 3 15 51 140 281 343 134 36 10 1 1 919 Page 4 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 1 6 9 7 0 0 0 0 0 0 23 39-48 16 01:00 0 0 0 0 0 1 6 4 0 0 1 0 0 0 12 41-50 10 02:00 0 0 0 0 1 2 2 3 0 0 0 0 0 0 8 39-48 5 03:00 0 0 0 0 0 2 8 6 0 0 0 0 0 0 16 41-50 14 04:00 0 0 0 0 3 4 13 9 2 0 0 0 0 0 31 41-50 22 05:00 0 0 0 1 10 21 51 24 10 0 0 0 0 0 117 41-50 75 06:00 1 0 1 0 6 51 109 90 23 4 0 0 0 0 285 41-50 199 07:00 4 0 0 7 24 84 207 217 103 24 4 0 0 0 674 41-50 424 08:00 1 0 0 6 50 172 252 194 64 11 2 0 0 0 752 41-50 446 09:00 0 0 7 8 21 145 271 172 55 13 1 0 0 0 693 41-50 443 10:00 0 0 3 11 76 204 233 113 27 5 0 0 0 0 672 36-45 437 11:00 0 0 0 5 64 187 267 101 27 4 0 0 0 0 655 36-45 454 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 6 0 11 38 256 879 1428 940 311 61 8 0 0 0 3938 Percent 0.2%0.0%0.3%1.0%6.5%22.3%36.3%23.9%7.9%1.5%0.2%0.0%0.0%0.0% AM Peak 07:00 09:00 10:00 10:00 10:00 09:00 07:00 07:00 07:00 07:00 08:00 Vol.4 7 11 76 204 271 217 103 24 4 752 PM Peak Vol. Total 18 3 47 219 969 2889 3900 1934 547 94 9 0 1 0 10630 Percent 0.2%0.0%0.4%2.1%9.1%27.2%36.7%18.2%5.1%0.9%0.1%0.0%0.0%0.0% 15th Percentile : 35 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 51 MPH Stats 10 MPH Pace Speed : 36-45 MPH Number in Pace : 6789 Percent in Pace : 63.9% Number of Vehicles > 35 MPH : 9374 Percent of Vehicles > 35 MPH : 88.2% Mean Speed(Average) : 42 MPH Page 1 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Northbound Southbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 663 804 1467 01:00 776 715 1491 02:00 750 700 1450 03:00 824 745 1569 04:00 989 832 1821 05:00 978 919 1897 06:00 967 827 1794 07:00 788 494 1282 08:00 652 310 962 09:00 506 203 709 10:00 305 85 390 11:00 103 58 161 Total 8301 6692 14993 Percent 55.4%44.6% Page 2 Buckland Road South of Deming Street Manchester, Connecticut Site Code: Station ID: 5191 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Northbound Southbound Total 12:00 AM 60 23 83 01:00 45 12 57 02:00 23 8 31 03:00 13 16 29 04:00 34 31 65 05:00 61 117 178 06:00 292 285 577 07:00 651 674 1325 08:00 591 752 1343 09:00 651 693 1344 10:00 589 672 1261 11:00 645 655 1300 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 3655 3938 7593 Percent 48.1%51.9% Grand Total 11956 10630 Percentage 52.9%47.1% ADT ADT 22,435 AADT 22,435 Page 1 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 1 7 25 30 19 4 0 0 0 0 0 0 0 0 86 21-30 55 13:00 1 9 33 55 47 15 3 0 0 0 0 0 0 0 163 26-35 102 14:00 7 17 54 57 40 15 1 0 0 0 0 0 0 0 191 21-30 111 15:00 4 16 52 71 41 11 1 0 0 0 0 0 0 0 196 21-30 123 16:00 10 15 76 116 44 9 1 0 0 0 0 0 0 0 271 21-30 192 17:00 6 18 51 89 73 21 2 0 0 0 0 0 0 0 260 26-35 162 18:00 2 5 41 68 34 9 2 0 0 0 0 0 0 0 161 21-30 109 19:00 0 6 21 40 17 6 1 0 0 0 0 0 0 0 91 21-30 61 20:00 0 1 9 27 12 6 1 0 0 0 0 0 0 0 56 26-35 39 21:00 0 3 5 11 5 0 0 0 0 0 0 1 0 0 25 21-30 16 22:00 0 0 6 4 4 0 0 0 0 0 0 0 0 0 14 21-30 10 23:00 0 0 4 2 3 1 0 0 0 0 0 0 0 0 10 21-30 6 Total 31 97 377 570 339 97 12 0 0 0 0 1 0 0 1524 Percent 2.0%6.4%24.7%37.4%22.2%6.4%0.8%0.0%0.0%0.0%0.0%0.1%0.0%0.0% AM Peak Vol. PM Peak 16:00 17:00 16:00 16:00 17:00 17:00 13:00 21:00 16:00 Vol.10 18 76 116 73 21 3 1 271 Page 2 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 24-33 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ** 02:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 24-33 2 03:00 0 0 0 2 0 1 0 0 0 0 0 0 0 0 3 20-29 2 04:00 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 26-35 5 05:00 0 0 1 4 1 2 1 0 0 0 0 0 0 0 9 23-32 5 06:00 0 0 2 7 8 5 0 0 0 0 0 0 0 0 22 26-35 15 07:00 0 5 17 29 28 13 2 0 0 0 0 0 0 0 94 26-35 57 08:00 9 10 23 36 31 10 1 0 1 0 0 0 0 0 121 26-35 67 09:00 1 8 34 58 45 24 4 0 0 0 0 0 0 0 174 26-35 103 10:00 1 12 43 52 41 22 0 0 0 0 0 0 0 0 171 21-30 95 11:00 4 9 45 72 29 15 1 1 0 0 0 0 0 0 176 21-30 117 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 15 44 165 265 188 92 9 1 1 0 0 0 0 0 780 Percent 1.9%5.6%21.2%34.0%24.1%11.8%1.2%0.1%0.1%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 10:00 11:00 11:00 09:00 09:00 09:00 11:00 08:00 11:00 Vol.9 12 45 72 45 24 4 1 1 176 PM Peak Vol. Total 46 141 542 835 527 189 21 1 1 0 0 1 0 0 2304 Percent 2.0%6.1%23.5%36.2%22.9%8.2%0.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Stats 10 MPH Pace Speed : 21-30 MPH Number in Pace : 1377 Percent in Pace : 59.8% Number of Vehicles > 35 MPH : 213 Percent of Vehicles > 35 MPH : 9.2% Mean Speed(Average) : 28 MPH Page 3 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/23/19 ***************** 01:00 ***************** 02:00 ***************** 03:00 ***************** 04:00 ***************** 05:00 ***************** 06:00 ***************** 07:00 ***************** 08:00 ***************** 09:00 ***************** 10:00 ***************** 11:00 ***************** 12 PM 0 1 16 27 12 2 1 0 0 0 0 0 0 0 59 21-30 43 13:00 0 0 44 108 34 6 0 1 0 0 0 0 0 0 193 21-30 152 14:00 0 3 41 109 35 3 1 0 0 0 0 0 0 0 192 21-30 150 15:00 0 0 36 115 49 2 1 0 0 0 0 0 0 0 203 26-35 164 16:00 0 0 25 96 65 2 0 0 0 0 0 0 0 0 188 26-35 161 17:00 0 4 19 78 67 11 0 0 0 0 0 0 0 0 179 26-35 145 18:00 0 1 13 70 49 7 0 0 0 0 0 0 0 0 140 26-35 119 19:00 0 1 11 42 28 4 1 0 0 0 0 0 0 0 87 26-35 70 20:00 0 0 12 35 27 5 0 0 0 0 0 0 0 0 79 26-35 62 21:00 0 1 8 29 11 1 0 0 0 0 0 0 0 0 50 26-35 40 22:00 0 0 3 7 11 0 0 0 0 0 0 0 0 0 21 26-35 18 23:00 0 0 2 2 4 0 0 0 0 0 0 0 0 0 8 25-34 6 Total 0 11 230 718 392 43 4 1 0 0 0 0 0 0 1399 Percent 0.0%0.8%16.4%51.3%28.0%3.1%0.3%0.1%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak Vol. PM Peak 17:00 13:00 15:00 17:00 17:00 12:00 13:00 15:00 Vol. 4 44 115 67 11 1 1 203 Page 4 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 10/24/19 0 0 0 0 4 1 1 0 0 0 0 0 0 0 6 31-40 5 01:00 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 19-28 2 02:00 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 14-23 1 03:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 20-29 2 04:00 0 0 1 2 5 0 0 0 0 0 0 0 0 0 8 26-35 7 05:00 0 0 2 6 6 1 0 0 0 0 0 0 0 0 15 26-35 12 06:00 0 0 9 18 7 0 0 0 0 0 0 0 0 0 34 21-30 27 07:00 0 2 15 53 46 8 0 0 0 0 0 0 0 0 124 26-35 99 08:00 0 3 34 115 61 11 1 0 0 0 0 0 0 0 225 26-35 176 09:00 0 1 46 79 45 9 0 0 0 0 0 0 0 0 180 21-30 125 10:00 0 3 37 93 25 8 1 0 0 0 0 0 0 0 167 21-30 130 11:00 0 0 19 85 45 3 0 0 0 0 0 0 0 0 152 26-35 130 12 PM ***************** 13:00 ***************** 14:00 ***************** 15:00 ***************** 16:00 ***************** 17:00 ***************** 18:00 ***************** 19:00 ***************** 20:00 ***************** 21:00 ***************** 22:00 ***************** 23:00 ***************** Total 0 9 165 454 245 43 3 0 0 0 0 0 0 0 919 Percent 0.0%1.0%18.0%49.4%26.7%4.7%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0% AM Peak 08:00 09:00 08:00 08:00 08:00 00:00 08:00 Vol. 3 46 115 61 11 1 225 PM Peak Vol. Total 0 20 395 1172 637 86 7 1 0 0 0 0 0 0 2318 Percent 0.0%0.9%17.0%50.6%27.5%3.7%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 15th Percentile : 24 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 34 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 1809 Percent in Pace : 78.0% Number of Vehicles > 35 MPH : 94 Percent of Vehicles > 35 MPH : 4.1% Mean Speed(Average) : 29 MPH Page 1 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 23-Oct-19 Combined Time Wed Eastbound Westbound Total 12:00 AM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** 12:00 PM 86 59 145 01:00 163 193 356 02:00 191 192 383 03:00 196 203 399 04:00 271 188 459 05:00 260 179 439 06:00 161 140 301 07:00 91 87 178 08:00 56 79 135 09:00 25 50 75 10:00 14 21 35 11:00 10 8 18 Total 1524 1399 2923 Percent 52.1%47.9% Page 2 Deming Street West of Buckland Road South Windsor, Connecticut Site Code: Station ID: 5192 Latitude: 0' 0.0000 Undefined Connecticut Counts LLC Kensington, Connecticut 06037 (860) 8281693 Start 24-Oct-19 Combined Time Thu Eastbound Westbound Total 12:00 AM 3 6 9 01:00 0 4 4 02:00 2 2 4 03:00 3 2 5 04:00 5 8 13 05:00 9 15 24 06:00 22 34 56 07:00 94 124 218 08:00 121 225 346 09:00 174 180 354 10:00 171 167 338 11:00 176 152 328 12:00 PM *** 01:00 *** 02:00 *** 03:00 *** 04:00 *** 05:00 *** 06:00 *** 07:00 *** 08:00 *** 09:00 *** 10:00 *** 11:00 *** Total 780 919 1699 Percent 45.9%54.1% Grand Total 2304 2318 Percentage 49.8%50.2% ADT ADT 4,666 AADT 4,666 \\Private\DFS\Projectdata\P2019\1171\A10\Deliverables\Revised TIS - 2020 07 15\GLD_TIS.Docx Corres. Appendix F Crash Data Criteria YEAR 2017 2018 2019 Total DIRECTION Front to Rear Angle Same Direction Sideswipe Other/Not Applicable Total SEVERITY Property Damage Only Possible Injury Suspected Injury 2 0 0 2 14 1 2 10 2 14 Buckland Road and Deming Street 7 5 4 7 Buckland Road and the Existing Funeral Home Site Access Driveway 0 0 1 1 1 0 0 1 0 0 0 0 1 0 0 1 1 0 CRASH DATA SUMMARY - 1/1/2017 - 1/1/2020STUDY AREA: 395 BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT 1 1 0 1 Deming Street and the Existing Shared Site Access Driveway F:\P2019\1171\A10\Traffic\Crash Data\Crash Summary.xlsx Date Of Time Of No. of Intersecting Road Surface Contributing Crash Crash Severity Veh.Town Mileage Roadway Roadway Collision Type Weather Light Condition Condition Circumstances 1/4/2017 13:08:00 PDO 2 South Windsor 0.44 DEMING STREET unknown Front to rear Clear Daylight Dry None 2/27/2017 6:59:00 PDO 2 South Windsor 0.41 BUCKLAND ROAD DEMING ST Angle Clear Daylight Dry None 3/1/2017 15:54:00 Suspected Inj.2 South Windsor 0.41 Buckland Rd.DEMING ST Other Cloudy Daylight Dry None 3/7/2017 7:05:00 PDO 2 South Windsor 0.39 BUCKLAND ROAD unknown Front to rear Rain Daylight Wet None 7/7/2017 21:27:00 PDO 2 South Windsor 1.15 BUCKLAND ROAD unknown Sideswipe, same direction Clear Dark-Lighted Dry None 8/11/2017 13:15:00 PDO 2 South Windsor 0.44 Deming St.BUCKLAND RD Angle Clear Daylight Dry None 10/13/2017 14:52:00 Possible Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry None 4/17/2018 18:18:00 PDO 1 South Windsor 0.46 DEMING ST unknown Not Applicable Cloudy Daylight Dry None 10/15/2018 10:41:00 PDO 2 South Windsor 0.41 BUCKLAND RD unknown Front to rear Rain Daylight Wet None 11/5/2018 16:39:00 PDO 2 South Windsor 0.41 BUCKLAND RD DEMING ST Front to rear Rain Dusk Wet None 11/18/2018 9:09:00 Possible Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry Glare 11/28/2018 10:33:00 PDO 2 South Windsor 0.48 DEMING ST unknown Angle Clear Daylight Dry None 7/1/2019 16:46:00 PDO 2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Clear Daylight Dry None 8/14/2019 6:49:00 Suspected Inj.2 South Windsor 0.41 BUCKLAND RD DEMING ST Angle Cloudy Daylight Dry None 2) Buckland Road and the Existing Funeral Home Site Access Driveway 1/7/2019 13:44:00 Possible Inj.2 South Windsor 0.34 BUCKLAND RD unknown Front to rear Clear Daylight Dry None 3) Deming Street and the Existing Shared Site Access Driveway 12/27/2019 19:17:00 PDO 2 South Windsor 0.36 DEMING ST unknown Angle Clear Dark-Lighted Wet None *PDO = Property Damage Only UConn Crash Data Repository 395 Buckland Road South Windsor, Connecticut 1/1/2017 - 1/1/2020 1) Buckland Road at Deming Street 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511 August 4,2020 Windsor Federal Savings 85 Loan AssociationC/O Daniel JamesonDesignProfessionals,Inc.2 1 Jeffrey DriveSouthWindsor,CT 06074 Dear Mr.Jameson: RE:Appl.20—3OP,Windsor Federal Savings 85 Loan Association ~request for SitePlanofDevelopmentfor2,682 sf building,on property to be known as 176 DemingStreet(formally 395 Buckland Road),RC zone Please be advised the above referenced matter has been scheduled on the Planning8r,Zoning Commission Regular Meeting agenda for Tuesday,August 18,2020 at7:00 pm.This meeting Will be held online via a WebeX Conference call.Someonemustcallintorepresenttheapplication.Call in information Will be available WhentheapplicationforthismeetingispostedandWillbesenttoyou. Two sign advertising the meeting must be posted on the property for ten (10)consecutive days prior to the hearing and must be clearly visible from a town street.The signs must be posted on Buckland Road and Deming Street by Friday,August7,2020. Signs can be picked up at the main entrance of the Town Hall,1540 SullivanAvenue,in the large grey plastic drop off bin next to the main entrance doors.Pleasecall(860)644—2511 Ext 329 if you have any questions,Monday —Friday,8:00 am.—4:30 pm. Sincerely, ml/at i (14¢;jam/ (\Lauren Zarambo Planning Department Secretary T0: MEMORANDUM Michele Lipe,Director of Plannning From:Jeff Doolittle,P.E.,Town Engineer Date:August 11,2020 Re:App 20-30P -Windsor Federal SP 176 Deming Street I have reviewed the above Site Plan and have the following comments .lt appears the proposed maintenance easement to the Town at the corner of Deming and Buckland is for the sidewalk and traffic control equipment and that should be included.This easement should be large enough to allow room for a crew to maintain and repair/replace these items and should be whole numbers, like 10 ft x 6 ft. Include a painted crosswalk across the western driveway by Deming Street and a concrete accessible ramp and landing on the western side of this driveway. The entrance from the parking lot to the north should be shifted west about 3-4 feet to the existing parking space and to line up with the aisle in that parking lot. The east side of the entrance should be moved a little west as well.The parkingspacesontheeastside,just north of this entrance will be difficult to get in and out of and should be marked so vehicles do not block this driveway to the bank. The slope between the bottom of the proposed retaining wall and the curb along the parking lot appears to be steeper than 3H:1V which will be difficult to maintain. The Pollution Control Superintendent prefers to use the existing sanitary sewer lateral thatwas installed in Buckland Road for this parcel.This is shown on the attached Sanitary Sewer Plan Sheet 33-B.Provide a reason why this lateral is not being used,if the plan remains to install a new sewer lateral as shown. Show the existing drainage pipes with sizes and slopes/inverts all the way to the existing outlet and included this entire system in the drainage analysis. .What is the purpose of the underdrains shown around the underground stormwater retention system? 8.The traffic report does not include traffic from the large Costco development proposed at Evergreen Walk behind LA Fitness. 9.WPCA review and approval is needed for this application. Please let me know if there are any questions. §i“mmiéa . Juw 113 60“ ilkLéit‘LS A by wr TumsI»Z:’Kkv,\__> 1576(UFP5J27'D\ a’nn gun-z.sn mm 35 s-Law.a-nup ->9T5 EPGynzE meg;Qgws Aug §A§7 :‘DEa {a Lusna‘an s mwuo‘wnr.z-Luw.xa‘uup -_pn<e m mu T§,uoo PLAN §§ALE l"4°' 125 105 105 56‘ o<:n«r Ev 95 /"EI‘5T MH $TATIN —a\90335U tua—. :u M>4 $YYAou‘H H uoL §INV “3,9 ' n an} lo5 H51 H PCP gAurr Q i hgk; ONNECI WQ hXlSJ 7o WW W5 8 i4+0 3+D 2+0 1H)D+O Eavnw;1AwAnr :1 ma . P RO Fl LE SANITARY SEWER CONSTRUCTION Harll l-40 <1 Q AVERY HEIGHTS AREA V¢rl K-d :7 SDIJ'YH WINDSOR CONNECTICUY sf BUCKLAND ROAD 5TA,-(O+I5)TO STA.V JAME‘S MINGES &Asw’coNsuLn v L nus mum“m azn anus” Yo snow A5 BUILT cuNmnonl nnt‘.311:1u.._,..w m H fwJ 7 \mv §gEk JW lo1 OL f M ¥ \i ,. HEI;1LEL3£1 ‘ 0 1 C -\:5 1 esignrofessionalsesignrofessionalsesignrofessionals350 BUCKLAND ROADBUCKLAND COMMONS LLC 15300350465 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300465152 DEMING STREET SOUTH WINDSOR REALTY CO LLC 27600152435 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300435240 DEMING STREETCALVARY CHURCH OF THEASSEMBLIES 27600240112 DEMING STREET CURRENT RESIDENT 27600112100 EVERGREEN WAYEVERGREEN WALK LIFESTYLECENTER LLC 313001002800 TAMARACK AVENUEEVERGREEN MEDICALASSOCIATES II LLC 89302400EVERGREEN WALK CURRENT RESIDENT 313000002400 TAMARACK AVENUEEVERGREEN MEDICALASSOCIATES LLC 89302800800 EVERGREEN WAYEVERGREEN WALK LIFESTYLECENTER LLC 31300800100 CEDAR AVENUEREALTY INCOME PROPERTIES 21LLC 1785010035 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035200 DEMING STREETSOUTH WINDSOR FARMSPROPCO LLC 27600200481 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300481475 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 15300475479 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 153004791000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 546510001200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 5465120050 ANDREWS WAYSOUTH WINDSOR DEVELOPERSLLC 3200050900 HEMLOCK AVENUEEVERGREEN CROSSINGSRETIREMENT COMMUNITY 41350900432 BUCKLAND ROAD KRE BSL HUSKY BUCKLAND LLC 15300432419 BUCKLAND ROAD CARMON & COMPANY LLC 15300419112 DEMING STREET #B BTE REAL ESTATE LLC 27600112B112 DEMING STREET #C BTE REAL ESTATE LLC 27600112C130 DEMING STREET 130 DEMING LLC 27600130112 DEMING STREET #A BTE REAL ESTATE LLC 27600112A440 BUCKLAND ROADBERRY PATCH II ASSOCIATESLIMITED15300440179 BUCKLAND ROAD EVERGREEN WALK LLC 15300179 esignrofessionals esignrofessionals esignrofessionals esignrofessionals esignrofessionals’’ esignrofessionalsSTAKE TREES ONLY UPON THE APPROVALOF THE LANDSCAPE ARCHITECTSEE STAKING DETAIL.WRAP TREE TRUNKS ONLY UPON THEAPPROVAL OF THE LANDSCAPE ARCHITECT.SEE WRAPPING DETAIL.DO NOT HEAVILY PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN OR DEAD BRANCHES.SOME INTERIOR TWIGS AND LATERAL BRANCHESMAY BE PRUNED; HOWEVER, DO NOT REMOVETHE TERMINAL BUDS OF BRANCHES THATEXTEND TO THE EDGE OF THE CROWN.NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT,SEE "SOIL IMPROVEMENT DETAILS."NOTES:MARK THE NORTH SIDE OF THE TREEIN THE NURSERY, AND ROTATE TREETO FACE NORTH AT THE SITE WHENEVER POSSIBLE.SET TOP OF ROOT BALL FLUSH TOGRADE OR 25MM-50MM (1"-2")HIGHER IN SLOWLY DRAINING SOILS.MULCH RING, 1800MM (6') DIA. MIN.2400MM (8') DIA. PREFERRED50MM (2") MULCH. DO NOT PLACEMULCH IN CONTACT WITH TREE TRUNK.MAINTAIN THE MULCH WEED-FREE FORA MIN. OF THREE YEARS AFTERPLANTING.EACH TREE MUST BE PLANTED SUCH THATTHE TRUNK FLARE IS VISIBLE AT THE TOPOF THE ROOT BALL. TREES WHERE THE TRUNKFLARE IS NOT VISIBLE SHALL BE REJECTED.DON'T COVER THE TOP OF THE ROOT BALLWITH SOIL.100MM (4") HIGH EARTH SAUCERBEYOND EDGE OF ROOT BALL.REMOVE ALL TWINE, ROPE, WIRE ANDBURLAP FROM TOP HALF OF ROOT BALL.REMOVE COMPLETELY IF SYNTHETIC IS USED.TAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOESN'T SHIFT.IF PLANT IS SHIPPED WITH A WIREBASKET AROUND ROOT BALL, CUTTHE WIRE BASKET IN FOUR PLACESAND FOLD DOWN 200MM (8") INTOPLANTING HOLE.PLACE ROOT BALL ON UNEXCAVATEDOR TAMPED SOIL.1. NO MULCH WITHIN 3" OF TREE TRUNK2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM(8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING ORGRATING.LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY THE SOIL MUST NOT BE SOCOMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIORTO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS.THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL.BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF LOAMY SOILSPARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL STRUCTURE SHALL NOT BE PLATY ORNOTES:2 X ROOT BALL DIAMETERNOTE: FOR DETAILED REQUIREMENTSRELATED TO THE PLANTING OF THETREE IN THE IMPROVED SOIL, SEE"TREE PLANTING DETAIL."BACK FILL WITH EXISTING SOIL.IN SANDY LOAM SOILS, ADD 20%MAX. BY VOLUME COMPOSTEDORGANIC MATERIAL TO THEEXISTING SOIL.LOAMY SOILTAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOTBALL DOES NOT SHIFT.1:1 SLOPE ON SIDESOF PLANTING HOLE.UNEXCAVATED ORCOMPACTED MOUNDUNDER THE ROOTBALL TO PREVENTSETTLEMENT.1. FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS.2. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF45 SQ. M (500 SQ. FT)Not to ScaleTREE PLANTING DETAIL1Not to ScaleSHRUB & GROUNDCOVER PLANTING DETAIL3Not to ScaleSOIL IMPROVEMENT DETAIL2 0.10.20.30.40.40.50.50.40.30.20.20.10.20.20.30.40.60.80.80.90.80.50.40.30.20.20.30.40.70.91.41.81.91.30.90.60.40.20.30.30.50.61.01.62.22.42.32.11.50.90.50.30.30.40.40.60.81.32.32.60.80.82.52.11.10.50.30.50.60.60.81.11.72.42.81.51.52.72.01.20.60.40.50.70.80.91.01.31.82.22.62.72.62.31.61.10.70.40.70.80.91.01.11.41.82.42.72.92.62.21.91.20.70.40.60.80.91.21.51.61.92.22.82.92.62.32.42.31.40.70.40.20.60.80.91.21.72.42.52.62.52.72.62.32.02.01.91.30.60.30.20.60.81.01.62.32.62.22.92.82.42.01.81.51.41.30.90.50.30.20.30.50.70.91.52.11.60.42.22.51.81.41.21.00.90.80.60.40.20.20.40.70.81.11.82.62.51.92.82.30.00.30.30.20.20.20.40.70.91.11.52.12.82.82.81.90.00.10.10.30.20.10.20.40.60.91.11.41.82.22.12.10.10.40.30.20.10.20.40.60.91.21.41.71.71.61.61.60.00.60.40.30.10.10.20.30.60.91.21.41.61.81.71.81.80.00.70.60.50.10.10.20.30.60.81.11.31.72.12.42.42.10.90.80.70.60.10.10.20.30.60.81.01.41.92.63.02.72.51.41.00.80.70.00.10.20.30.50.80.91.32.12.71.51.83.22.62.02.22.82.92.72.11.41.00.80.00.10.20.30.50.70.81.22.02.61.41.73.12.62.22.83.01.82.12.51.81.00.80.00.10.20.30.50.70.81.11.62.42.72.92.82.22.02.52.70.81.32.21.60.90.70.00.10.10.20.40.60.80.91.21.82.22.42.31.91.92.52.92.62.62.31.61.00.80.60.00.10.10.20.30.50.70.80.91.21.31.51.71.61.61.92.32.42.31.71.20.90.80.60.00.00.10.10.20.40.50.70.80.90.91.11.31.41.41.41.51.41.41.20.90.80.70.50.00.00.00.10.10.20.20.40.50.70.70.80.91.01.21.21.11.00.90.90.90.80.70.50.30.00.00.00.00.10.10.20.20.30.40.50.50.60.70.80.80.90.80.80.70.70.70.50.40.20.00.00.00.00.00.10.10.10.20.20.30.30.30.40.50.50.60.50.50.50.50.40.30.20.20.00.00.00.00.00.00.10.10.10.10.20.20.20.20.30.30.30.30.30.30.30.30.20.00.00.00.00.00.00.00.10.10.10.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.251111111111111111111111111111111111111111esignrofessionals esignrofessionals“” ” “” esignrofessionals esignrofessionals8.3' [2.53m] MAX.COVER DEPTH78.0" [1982 mm]87.0" [2211 mm] MIN.CENTER TO CENTER260.0" [6604 mm] MIN.RECHARGER 902HDHEAVY DUTY CHAMBERMIN. 95% COMPACTED FILLOR GRANULAR SUB-BASEHVLV FC-48 FEED CONNECTORWHERE SPECIFIED1-2 INCH [25-50mm] WASHED, CRUSHED STONESURROUNDING CHAMBERSPAVEMENT ORFINISHED GRADE9.0" [229 mm] MIN.48.0" [1219 mm]12.0" [305 mm] MIN.12.0" [305 mm] MIN. FOR PAVED18.0" [457mm] MIN. FOR UNPAVEDCULTEC NO. 410 NON-WOVEN GEOTEXTILEAROUND STONE. TOP AND SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN PREFERENCECHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTMF2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTICCORRUGATED WALL STORMWATER COLLECTION CHAMBERS"CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FORENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET*THE CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGEDESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. esignrofessionals EXTERIOR FINISHES SOUTH WINDSOR BRANCH FACE BRICK CLAPBOARD SIDING STONE BASE STANDING SEAM ROOF SKYLIGHT WINDOWDOOR PVC TRIMPVC BRACKETBOX GUTTER PAINT COLORS TRIM & PANEL COLOR: ARTIC WHITE CLAP BOARD SIDING COLOR: DOVE GRAY SOUTH WINDSOR, CT SOUTH WINDSOR, CT FUSS ScO’NEILL SUPPLEMENTAL MEMORANDUM This memorandum will serve to summarize the supplemental traffic analysis completed for the above referenced project.Following completion and receipt 0f the Traffic Impact Study prepared for the proposed Costco on Tamarack Avenue,the background traffic analysis included in Fuss &O’Neill’s Traffic Impact Study for the W’indsor Federal Savings Bank was updated to include the vehicle trips associated with the proposed Costco. Background and Combined conditions capacity analyses were revised for the following intersections: 0 Buckland Road and Deming Street 0 Buckland Road and the Existing Shared Funeral Home Site Access Driveway 0 Deming Street and the Existing Shared Site Access Driveway Capacity analyses for signalized and unsignalized intersections were conducted using Synchro Professional Software,version 10.0.The results of the capacity analysis revealed that the addition of the Costco traffic had negligible impact on the operations of the study intersections. At the Buckland Road at Deming Street signalized intersection,the analysis including the proposed Costco trafBc on the adjacent roadway network results in an increase in queue length of less than one vehicle length on all approaches,and an increase in intersection v/c ratio of only 0.66 to 0.67 between background and combined afternoon peak hour conditions.There is no change in level of service (LOS).At the unsignalized intersection of Buckland Road at the Funeral Home driveway,the eastbound left turn exiting the site now operates at a LOS E in both the background and combined conditions with the proposed Costco however the driveway experiences a minor increase in delay of only 3.8 seconds between background and combined peak hour conditions.The unsignalized intersection of Deming Street at the Shared Access driveway exhibits no change in delay or LOS between background and combined peak hour conditions. The inclusion of trips associated with the proposed Costco will have a de minimis impact at the three study area intersections and do not affect the findings of our traffic study for the proposed bank.No change in LOS occurs at any of the study area intersections between the background and combined conditions when including the proposed Costco traffic.Please contact us if you have any quesnons or require additional information. \\private\DFS\ProjectData\P2019\1 171\A10\Traff1c\TIS\Costco Memo\GLD_Traffic Memodocx TO:Ben Wheeler,FLA,Design Professionals,Inc. FROM:Mark Vertucci,PE,PTOE DATE:August 18,2020 RE:Supplemental Traffic Analysis Windsor Federal BankSavingsBank 395 Buckland Road Appl #20—30P,Windsor Federal Savings Bank Site Plan August 18,2020 Flaming Department Report .This request is for a site plan of development for 2,682 sf building including a bank drive thru,0n property to be known as 176 Deming Street (formally 395 Buckland Road),RC zone .The subject site will be accessed through the existing entrance to the Carmel Funeral Home driveway at 419 Buckland Road,as well as through the existing access drive off of Deming Street.Both existing drives will be widened to a standard 24 foot driveway and the former access to the site will be eliminated.This meets the goalsoftheTownaccessmanagementprogram. .The impervious coverage proposed is 58.6%;60 %allowed.The parkingrequirementforafinancialinstitutionis1spacefor250sfofgfa+1 for each employee requiring 16 spaces.The plan shows a total of 33 spaces.The extra parking being created will be used by the iimeral home;certain spots dedicated on site for day use and opportunity to use the entire site’s parking during the evening and weekends for their services.Currently there is regularly a shortage of parkingandthisprovidesanopportunitytomitigatetheproblem. .A new sidewalk proposed along the Deming Street frontage as required as well as sidewalks connecting onto the site from both Deming Street and Buckland Road.A new cross walk is shown at the Deming Street access drive. .The building will be set down approximately 13 feet at the Buckland Road/Deming Street.There is a retaining wall proposed that will range from 3 7 feet.There will be a four foot black rod-iron fence along the top of the wall. .Architectural and Design Review Committee reviewed this proposal on July 16 and were pleased with the proposed design.They recommended that the applicant consider a grey siding as opposed to white siding and white trim to provide more contrast. .The mechanical equipment is proposed on the top of the building and will not be visible from the public ways.W.Proposed lighting will include four %’high poles,with cutoff fixtures as well as building mounted lighting. .The applicant is proposing to save the significant maple tree on the corner of Deming and Buckland.Other landscaping includes perimeter trees and foundation plantings.Parking lot landscaping requirements have been met with 15+%landscaping coverage in the parking area. 10.Th€re is no dumpster area shown on the site as the owner does not need one for their current operation.If one were needed in the future,there is adequate room and extra parking that a space could be converted. 11.There are regulated wetlands on the site.The applicant received approval from IWA/CC on July l,2020 with the recommendation of a $10,000 erosion &sediment control bond,and a $10,000 bond for the stormwater structures. l2.Public water and sewer will be provided.Water Pollution Control Authority approval is required. 13.The Fire Marshal has reviewed the plan and has no issues with the proposed site layout. If this application is approved,the Flaming Dept.requests that a crosswalk and landing area be added to the plans at the existing drive that is being expanded. p*N SF9 C U .a m� • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe.co`'� TELEPHONE (860) 644-2511 CERTIFIED MAIL 7019 0140 0000 2425 7293 August 20, 2020 Windsor Federal Savings & Loan Association C/O Design Professionals, Inc. Daniel Jameson 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Jameson: Re: Appl. 20-30P, Windsor Federal Savings & Loan Association Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on August 18, 2020 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for Windsor Federal Savings & Loan Association for a site plan of development for a 2,682 sf building, on property located at 395 Buckland Road to be known as 176 Deming Street, RC zone, as shown on plans prepared by Design Professionals, Inc., Project No. 4337, dated 6/12/2020 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 $10,000 for construction of stormwater controls including the detention basin and $10,000 for erosion and sedimentation control. 4. A landscape bond in the amount of $4,000 is required and must be submitted prior to filing of mylars. 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 8.1.11 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. Engineering comments dated 8/11/20 must be incorporated into the final plans. Black and white transparent mylars of Sheet #'s Vl and C-SPI with the above modifications, together with three print copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/Hz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 7� ale Soum V& 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 September 23, 2020 George Hermann 807 Bloomfield Avenue Windsor, CT 06095 Dear Mr. Hermann: Re: Preconstruction Meeting for Appl. 20-30P, Windsor Federal Savings, 176 Deming Street IN ATTENDANCE Name Company E-MAIL Phone number Michele M. Lipe SW Planning michele.li e(a�southwindsor.or 644-2511 x252 Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229 Joe Perna SW Engineering Jose h. ema(.&southwindsor.or 644-2511 x240 Bernie Drabek SW Engineering bemard.drabek(.a southwindsor.or 644-2511 x241 Dave Mauldin SW Fire david.mauldin southwindsor.or 860-282-0669 Heather Oatis SW Health heather.oatis southwindsor.org 860-337-6161 Tony Manfre SW Pollution Ctrl anthon .manfreasouthwindsor.org 644-2511 x247 George Hermann Windsor Federal President CEO ghermann@windsorfederal.com Mary -Lynn Kinney Windsor Federal CFO windsorfederal.com mkinney@windsorfederal.com Jim Becker Tecton Architects iiinb@tectoLipc.com Kathryn Mease Tecton Architects kathr nm tecton acom Steve Andrea Bartlett Brainard Eacott sandrea(ebbbeinc.com 860-380-5516 Gerry Holland Bartlett Brainard Eacott gholland@bbeine.com Peter DeMallie Design Professionals, Inc. pdemallie a designprofessionalsine.com 860-291-8755 Daniel Jameson Design Professionals, Inc. diamesonLa�designprofessionalsine.com 860-291-8755 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 Deming Street and Buckland Road. 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. 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 on the site with inspections and testing per Developers Checklist for the following: a. All drainage work b. Preparation of subgrade, compaction tests c. Placement of bituminous concrete 3. Drain layers permit must be taken out from the South Windsor Engineering Department to install the new lateral to the new building. Refer to WPCA approval letter for all sewer fees due. Contractor must have a P-1 or P-7 Drain Layers License. 4. A street excavation permit is also required is also required for work performed in the Town Right -Of -Way for utility connections. Patch fees will be determined by Engineering Department. Permit applications are to be submitted through the Town's online permitting site — https://southwindsorct. viewpointcloud. com 5. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 6. Certification of all products used - storm pipe, structures, pavement, etc. shall be presented to the Town Engineer prior to installation. 7. 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. 8. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 9. An as built plan will be required for the improvements to the site in order to receive a C.O. (Certificate of Occupancy). 10. As built plans are to include horizontal and vertical location of all storm drainage and sanitary sewers located as per revised as -built checklist. 11. 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 backfxlling. 12. Any problems and/or questions regarding construction of this project will be directed to Steve Andrea in the field at cell phone 860-922-5008. 13. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 14. Job meetings will be held as needed, and can be called by the developer or Town. 15. Seventy-two (72) hours' notice needed for a Certificate of Occupancy inspection. An Engineering C.O. inspection fee of $60 and a Zoning Compliance C.O. inspection fee of $30 are due at that time. 16. 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. 17. Normal hours of operation are 7:00 a.m. — 5:00 p.m., no work on Sunday. 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 fixture due to settling, therefore, the Town staff/inspectors will be requesting additional compaction tests in these areas. 20. Any unfinished site work will be bonded prior to Engineering and Planning Department sign -offs for a Certificate of Occupancy. Water Pollution Control Authority 1. See WPCA letter for comments on sewer connections and fees. 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. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. 5. Flaggers or Municipal Police required for traffic control during construction activities in roadway. Building Department Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele M. Lipe, AICP Director of Planning MML/llz cc: Jeffrey Doolittle, Assistant Director of Public Works / Town Engineer Joe Perna, Project Engineer Bernie Drabek, Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS PLANNERS / LANDSCAPE ARCHITECTS esign rofessionals esign rofessionals 21 Jeffrey Drive P.O. Box 1167 South Windsor, CT 06074 Phone: 860-291-8755 Fax: 860-291-8757 www.designprofessionalsinc.com PROJECT NUMBER:PROJECT NAME:DRAWING LIST 1/13/2021 1:57:28 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtSouth Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT WFS-02-ARSouth Windsor BranchIssued for Bid 01/15/2021 TECTON ARCHITECTS 34 SEQUASSEN STREET SUITE 200 HARTFORD, CT 06106 GENERAL G0.0 COVER SHEET G1.10 EGRESS PLAN AND CODE DATA STRUCTURAL S0.01 GENERAL NOTES AND TYPICAL DETAILS S1.01 FOUNDATION PLAN S2.01 ATTIC FRAMING PLAN S3.01 ROOFING FRAMING PLAN S4.01 FOUNDATION SECTIONS S5.01 STRUCTURAL SECTIONS S6.01 COLUMN SCHEDULE & ROOF TRUSS SCHEDULE S6.02 SHEAR WALL ELEVATIONS ARCHITECTURAL A0.10 GENERAL INFORMATION A2.01 CONSTRUCTION PLAN A2.03 ROOF PLAN A2.04 ROOF DETAILS A3.01 REFLECTED CEILING PLAN A4.01 FINISH PLAN & MATERIALS LIST A4.02 FURNITURE PLAN A4.03 FINISH DETAIL PLAN A5.10 EXTERIOR ELEVATIONS A5.11 EXTERIOR ELEVATIONS A5.20 ATTIC PLAN & BUILDING SECTIONS A5.21 BUILDING SECTIONS A6.10 WALL SECTIONS A6.11 WALL SECTION A6.12 WALL SECTIONS A6.30 COLUMN AND PLAN DETAILS A7.10 ENLARGED PLANS A7.20 INTERIOR ELEVATIONS A9.10 DOOR SCHEDULES, ELEVATIONS, & DETAILS A9.20 WINDOW SCHEDULE, ELEVATIONS, & DETAILS A9.22 CASEWORK ELEVATIONS AND DETAILS PLUMBING P0.01 PLUMBING SCHECULES AND DETAILS P1.01 PLUMBING WATER AND GAS PIPING PLAN P1.02 PLUMBING DRAIN AND VENT PLAN MECHANICAL M0.01 MECHANICAL SCHEDULES AND DETAILS M1.01 MECHANICAL PLAN ELECTRICAL E0.01 ELECTRICAL NOTES, ABBREVIATIONS & LEGENDS E0.02 ELECTRICAL SCHEDULES & DIAGRAMS E0.03 ELECTRICAL DETAILS E0.04 ELECTRICAL DETAILS E0.05 ELECTRICAL LIGHTING CONTROL DETAILS E2.01 ELECTRICAL POWER PLAN E2.02 ELECTRICAL LIGHTING PLAN E4.01 ELECTRICAL SITE PLAN MECHANICAL, ELECTRICAL & PLUMBING ENGINEER: & LIVINGSTON, INC. QUINLAN, GIANNONI FAX (860) 232-9841 TEL (860) 236-4288 HARTFORD, CT 06106 2074 PARK STREET CONSULTING ENGINEERS STRUCTURAL ENGINEER: CIVIL ENGINEER / LANDSCAPE ARCHITECT / SURVEYOR PROJECT LOCATION PP 12" STG 24" STG 24" STG 24"STG12" STG 12" STG 12" STG 24"STGPP 12" STG 24" STG 24" STG 24"STG12" STG 12" STG 12" STG 24"STGSMOKE RATED ASSEMBLY ONE HOUR RATED ASSEMBLY TWO HOUR RATED ASSEMBLY THREE HOUR RATED ASSEMBLY FOUR HOUR RATED ASSEMBLY BUILDING FIRE SEPARATIONS ROOM OCCUPANCY LOAD OCCUPANCY LOAD ROOM SQUARE FOOTAGE FLOOR AREA IN SQ.FT. / OCCUPANT *INCREASED OCCUPANCY PER IBC 1004.2 CODE / EGRESS LEGEND EXIT CAPACITY ACTUAL EGRESS LOAD ALLOWABLE EGRESS LOAD CUMULATIVE OCCUPANCY LOAD ON EGRESS ROUTE COMMON PATH OF TRAVEL (75' MAX) MAXIMUM TRAVEL DISTANCE TO FURTHEST EXIT (200' MAX - NON-SPRINKLED) ROOM NAME NUM 150 SF 100 ACTUAL = #P* = 15P ### ### ### ### DOORS STAIRS 171 SF = 2P WORK ROOM 104 100 ACTUAL = 3P* 136 SF = 2P OFFICE 1 103 100 ACTUAL = 3P* 252 SF = 17P CONFERENCE ROOM 102 15 96 SF = 7P BREAK ROOM 107 15 135 SF = 2P OFFICE-3 112 100 110 165 9 165 17 3 2 17 10 6 3 3 32 3 9 17 MAX. TRAVEL DISTANCE -74'-5" COMMON TRAVEL PATH -21'-0" 7 TOILET 108 TOILET 110 VESTIBULE 100 1 6 E A 1.5 3.5H5 A6.12 147 SF = 2P OFFICE-2 111 100 ACTUAL = 3P* VESTIBULE 109 10 SF = 1P JANITOR 106 100 FEC SEPARATION OF EXITS = 50' -8" DIAGONAL DIMENSION 69'-10" MINIMUM SEPARATION OF EXITS 23'-3" D B C 3 42 5 1246 SF = 13P BANK LOBBY 101 100 13 30 165 32 165 32 CODE DATA PROJECT DESCRIPTION: THE SCOPE OF WORK INCLUDES NEW CONSTRUCTION OF A NON - SPRINKLERED OFFICE BUILDING (B OCCUPANCY). THE GROSS PROJECT SQUARE FOOTAGE COVERS A TOTAL OF 2,690 SF. THE NEW CONSTRUCTION CONSISTS OF OPEN OFFICE AREAS, PRIVATE OFFICES, CONFERENCE ROOM, WORK ROOM, EMPLOYEE BREAK ROOM AND TOILET ROOMS. BUILDING CONSTRUCTION TYPE 5B: NEW STRUCTURE NOT PROTECTED USE GROUP CLASSIFICATION: NON-SEPARATED MIX USE (B) BUSINESS (PRIMARY OCCUPANCY) A-3 ASSEMBLY (ACCESSORY OCCUPANCY) GROSS BUILDING AREA: B OCCUPANCY: 2,690 SF TOTAL: 2,690 SF PROJECT WORK AREA: 2,690 SF (NEW CONSTRUCTION) ACCESSORY OCCUPANCY A-3 ACCESSORY OCCUPANCY TO THE PRIMARY (B) OCCUPANCY. AREA: 253 SF, LESS THAN 10% OF (B) OCCUPANCY MAXIMUM TRAVEL DISTANCES: (B) 200 FEET (NON SPRINKLERED) COMMON PATH OF TRAVEL: (B) 75 FEET (NON SPRINKLERED) OCCUPANT COUNT: REFER TO DRAWING G1.20 FOR OCCUPANT LOAD CALCULATIONS B OCCUPANCY: 49 PEOPLE TOTAL: 49 PEOPLE REQUIRED EXITS: EXITS REQUIRED: 2 EXITS ARE REQUIRED FOR A STORY WITH AN OCCUPANT LOAD LESS THAN 500 PEOPLE EXITS PROVIDED: 2 EXIT CAPACITY: REFER TO DRAWING G1.20 FOR OCCUPANT LOAD CALCULATIONS CAPACITY OF EXITS: 330 PEOPLE ( 66 INCHES) EGRESS OCCUPANT LOAD: 49 PEOPLE PLUMBING FIXTURES IEBC SECTION 810.1 MINIMUM FIXTURES BASED ON 347 TOTAL OCCUPANTS - 173 MALE / 173 FEMALE TOILETS - 1 MALE AND 1 FEMALE REQUIRED - 1 MALE AND 1 FEMALE PROVIDED. LAVATORIES - 1 MALE AND 1 FEMALE REQUIRED - 1 MALE AND 1 FEMALE PROVIDED. WATER FOUNTAINS - 1 REQUIRED AND 1 PROVIDED - WALL MOUNT PLUMBED WATER BOTTLE FILLERS WILL BE PROVIDED. JANITOR SINK - ONE REQUIRED AND ONE PROVIDED. FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS HAVE BEEN PROVIDED IN THE PROJECT WORK AREA, BUT ARE NOT REQUIRED BY CODE. 1 6E A 1.5 3.5 FUNCTION OF SPACE ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) BUSINESS AREAS 2215 SF B01 259 SF A01 D B C 3 42 5 PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:32 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtG1.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA EGRESS PLAN AND CODE DATA Issued for Bid 1/4" = 1'-0" 1ST FLOOR EGRESS PLANG10 BUILDING CODES - CONNECTICUT ALL CONSTRUCTION SHALL CONFORM WITH THE FOLLOWING CODES: LAST UPDATE: 10/15/2018 2018 CONNECTICUT STATE FIRE SAFETY CODE (CSFSC) 1. 2015 INTERNATIONAL FIRE CODE (AS AMENDED BY THE STATE OF CONNECTICUT) 2. 2015 NFPA 101 LIFE SAFETY CODE (AS AMENDED BY THE STATE OF CONNECTICUT) PURSUANT TO CONNECTICUT GENERAL STATUTE §29-252, AS AMENDED BY PUBLIC ACT 16-215, THE FOLLOWING NATIONAL MODEL CODES, AS AMENDED, ARE ADOPTED AND SHALL BE KNOWN AS THE 2018 CONNECTICUT STATE BUILDING CODE (CSBC): 1. 2015 INTERNATIONAL BUILDING CODE 2. 2015 INTERNATIONAL EXISTING BUILDING CODE 3. 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 4. 2015 INTERNATIONAL PLUMBING CODE 5. 2015 INTERNATIONAL MECHANICAL CODE 6. 2015 INTERNATIONAL ENERGY CONSERVATION CODE 7. 2017 NFPA 70, NATIONAL ELECTRICAL CODE, OF THE NATIONAL FIRE PROTECTION ASSOCIATION INC. 8. 2015 INTERNATIONAL RESIDENTIAL CODE OF THE INTERNATIONAL CODE COUNCIL, INC. 9. ASME A17.1-2013 SAFETY CODE FOR ELEVATORS AND ESCALATORS 10. ASME A18.1 SAFETY STANDARDS FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS/2008 1/16" = 1'-0" FIRST FLOOR AREA KEY PLANG4 1 01/15/2021 Issued For Bid MANEUVERING CLEARANCES FOR ALL ACCESSIBLE DOORS 48"60"** 12" MIN PULL SIDE PUSH SIDE ** WITH BOTH CLOSER AND LATCH 54" b60" a42" b 36" a MIN 22" ** 12" MIN 42"FRONT APPROACH (404.2.3.2)** 48"PULL SIDE PUSH SIDE ** WITH BOTH CLOSER AND LATCH HINGE SIDE APPROACH (404.2.3.2) MIN 18" PULL SIDE PUSH SIDE 42"** 48"48"**54"MIN 24" MIN 24" LATCH SIDE APPROACH (404.2.3.2) ** WITH CLOSER MIN 24"MIN42"LATCH APPROACH (404.2.3.3) NOTE : ALL ACCESSIBLE DOOR OPENINGS TO BE ABLE TO PASS A 32"Ø x80"H CYLINDER.MIN48"MIN42"MIN 22" POCKET OR HINGE APPROACH (404.2.3.3) DOOR OPENING CLEARANCE CT (1008.1.1) CLEAR WIDTH DOOR OPENING 32" BETWEEN FACE OF DOOR AND THE STOP (80" HIGH) 34" AND 80" ABOVE THE FLOOR 4" MAX PROJECTION AT A HEIGHT BETWEEN FIXTURE HEIGHTS ALL REQUIREMENTS ARE BASED ON ICC/ANSI A117.1 W/CT STATE AMENDMENTS (U.O.N.)90"FINISH FLOOR IF LESS THAN 40 LBS48" MAXIF 40 LBS OR MORE42' MAXINDIVIDUAL HORN DEVICE (702.1) (NFPA 72) COAT/ROBE HOOK FORWARD & PARALLEL (308.2) (308.3) PROTRUDING DISPENSER BELOW GRAB BAR (604.7)48" MAX.TOP OF OPENING OR CONTROLACCESSIBLE CONTROLS OR SLOT (I.E. LIGHT, FIRE ALARM, PULL BOX, ETC.) (309)TO REFLECTIVE SURFACE WITHOUT SINK35" MAXMIRROR ADAAG (4.19.6) ANSI (603.3)MAX48"COMBINATION HORN AND STROBE (702.1) (NFPA 72)MIN TO TOP FOR CEILING HEIGHTS GREATER THAN OR EQUAL TO 96"MIN AT BOTTOM OF LENS80"AT TOP OF LENS96" MAXAUDIBLE / VISUAL NOTIFICATION APPLIANCES PROTRUDING DISPENSER ABOVE GRAB BAR (604.7)48" MAX.TOILET PAPER DISPENSER OUTLET LOCATIONHEIGHTS LESS THAN 96"6" MIN FOR CEILING40" MAXTO REFLECTIVE SURFACE WITH SINKCABINET (609.3)12" MINMIN18"1 1/2" MIN15" MINFIRE EXTINGUISHER CABINET FORWARD & PARALLEL (308.2) (308.3) (NFPA10 1-5.10) CALL FOR AID (CSBC 1109.2.3) BABY CHANGING STATION ANSI (309) 42" MAX. 24" MIN. 24" MIN. 36" MAX. RECESSED DISPENSER (604.7) 24" MIN. 36" MAX. 42" MAX.MIN.18"48" MAX.1' - 7" MAX1' - 5" MINFRONT APPROACH PLAN (606)34" MAX 13" MAX 1 LAV/GENDER TOILET RM INSULATE ALL PLUMBING ELEVATION (606) (306.2, 306.3) 54" MIN. 40"TOP OF BAR36"40"MIN18"42" MIN.12" MAX. SIDE GRAB BAR ELEVATION (604.5.1) FINISH FLOOR LAVATORY HANDICAP TOILET17" - 19"TOP OF SEAT TOP OF BAR HANDICAP TOILET REAR GRAB BAR ELEVATION (604.5.2) 18"(609.4)36"TOP OF RIM MIN 12" MIN 24" 36" MIN. 11" MIN. 6" MAX.27" MAX.MIN 8"MIN.9"SURFACE MOUNTED PAPER TOWEL DISPENSER SOAP DISPENSER HAND SANITIZER DISPENSERU.O.N.44"U.O.N.38"FINISH FLOOR 48" MAX34" MAX27" MIN4" MAX TO OPERABLE PORTION10"48" MAX12" MAXMIN 30"MIN48"ITEM FRONT APPROACH ITEM PARALLEL APPROACH MIN 48"MIN30"POSITION OF CLEAR FLOOR OR GROUND SPACE (305.5) 18" MIN MIN18"SIGNAGE CLEAR SPACE AT DOOR SIGNAGE (703.3.10 & 703.3.11) AREA OF REFUGE 48" MIN.60" MAX.AREA OF REFUGE AREA OF REFUGE ACTIVEINACTIVE SIGN POSITION IF BOTH DOORS ARE ACTIVE. MEN ALL GRAPHICS AND BRAILLE SHALL CONFORM TO ANSI 117.1 STANDARDS (703.3.10 & 703.4.4 & 703.5)6" MIN48" - 60"3/8" MIN3/8" MINFINISH FLOOR Name Elevation WALL SECTION CALLOUT SHEET WHERE SECTION IS SHOWN DETAIL CALLOUT SHEET WHERE DETAIL IS SHOWN CALLOUT NUMBER SHEET WHERE CALLOUT IS SHOWN EXTERIOR ELEVATION SHEET WHERE ELEVATION IS SHOWN INTERIOR ELEVATION SHEET WHERE ELEVATION IS SHOWN A101 1 2 3 4 WALL TYPE DESIGNATION NEW COLUMN GRIDS ACCESSIBILITY CLEARANCES: TURNING RADIUS ROOM TAG SYMBOL WITH AREA PROPERTY AREA: SF or ACRES 0 DEMOLITION KEYNOTE WINDOW TAG NUMBER ELEVATION KEYNOTE DOOR TAG NUMBER LEVEL LINE SYMBOL SPOT ELEVATION SYMBOL REVISION SYMBOL CONSTRUCTION KEYNOTE A2.01 1 SIM 1 A2.01 SIM ACCESSORY KEYNOTE ROOM TAG SYMBOL WITHOUT AREA 1 A2.01 SIM CEILING TAG WITH HEIGHT ACCESSIBILITY CLEARANCES: CLEAR FLOOR SPACE GRAPHIC SYMBOLS REFLECTED CEILING KEYNOTE BUILDING SECTION CALLOUT SHEET WHERE SECTION IS SHOWN 1 A2.01 SIM 1 A2.01 SIM A101 1 STAIR DESIGNATION 10'-0" AFF 12 6 SLOPE: RISE/RUN CASEWORK DESIGN SERIES TAG EXISTING COLUMN GRIDS0 101 ROOM NAME 150 SF NUM ROOM NAME NUM R @ 7 1/2"20 1t /1t1'-0" Area Name A101 1 1 333 24 36 30 Note PL-X Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:40 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA0.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA GENERAL INFORMATION Issued for Bid 1 01/15/2021 Issued For Bid REF.PPPP PP PP GENERAL NOTES - CONSTRUCTION ALL WALLS ARE TYPE A3-0 UNLESS OTHERWISE NOTED. PARTITION TYPES CONTINUE AROUND CORNERS UNLESS INDICATED OTHERWISE. WHERE TWO DENOTED WALL TYPES COINCIDE, THE MOST STRINGENT OF BOTH WALL CONSTRUCTION DEFINITIONS APPLIES TO THAT WALL (ie. FIRE CODE GYPSUM, BATT INSULATION). WHERE A RATED CONSTRUCTION BEGINS/ TERMINATES AT AN EXISTING COLUMN ENCLOSURE OR NEW FURRED, NON-RATED ENCLOSURE, THE HIGHER RATING MUST BE PROVIDED. THE INTENT IS TO PROVIDE A COMPLETE ENVELOPE OF INTENDED DESIGN RATINGS. PROVIDE SOLID WOOD BLOCKING FOR ALL INDICATED WALL HUNG EQUIPMENT. FIRE SAFE ALL PENETRATIONS IN RATED WALL ASSEMBLIES. SEE TYPICAL RATED WALL PENETRATION DETAIL. VERIFY LOCATION OF ALL ACCESS PANELS WITH MEP EQUIPMENT. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT. WHERE THE DRAWINGS AND SPECIFICATIONS CONFLICT THE MOST STRINGENT, GREATEST QUANTITY AND OR BEST QUALITY SHALL BE USED. FIRE RATED PARTITIONS INDICATED ON THE FLOOR PLANS ARE COMPONENTS OF CONTINUOUS RATED ASSEMBLIES CONSISTING OF WALLS, FLOOR, DOORS, INTERIOR BORROWED LIGHTS, MECHANICAL PENETRATIONS AND CEILINGS. REFER TO PLANS AND SPECIFICATIONS FOR METHODS OR ACHIEVING THE NECESSARY RATINGS. WHERE THE SPECIFIC METHOD OF ACHIEVING THE RATING IS NOT INDICATED, OBTAIN CLARIFICATION FROM ARCHITECT PRIOR TO BIDDING. WHERE DOORS IN METAL STUD PARTITIONS ARE NOT SPECIFICALLY LOCATED ON THE PLANS WITH DIMENSION STRINGS, PROVIDE A MINIMUM HINGE SIDE JAMB DIMENSION OF 6". WHERE DOORS APPEAR TO BE CENTERED WITHIN PARTITIONS, LOCATE THE DOOR IN THE CENTER OF THE PARTITION. CAULK ALL JOINT OR CRACKS WHICH OCCUR WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER AND THE INTERSECTION IS EXPOSED TO VIEW UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ALL SITE ELEMENTS (e.g. FLAT WORK, LANDSCAPING, CONCRETE STAIRS, ETC.) ARE SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR DESIGN AND CONSTRUCTION METHODS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. CONSTRUCTION LEGEND NEW CONSTRUCTION FEC WATER FOUNTAIN HATCH DENOTES MILLWORK FIRE EXTINGUISHER CABINET PP DOOR PUSH PLATE WF H9 A5.10 D9 A5.10 H9 A5.11 D9 A5.11 D7 A5.21 D7 A5.21 A7.20H5 E9 E5 H9 D6 A5.20 D6 A5.20 H7 A5.21 H7 A5.21 OFFICE 1 103 252 SF CONFERENCE ROOM 102 WORK ROOM 104 BREAK ROOM 107 TOILET 108 TOILET 110 OFFICE-3 112 VESTIBULE 10012' - 2"3' - 6" 6" 11' - 6" 1' - 0" 8' - 0" 2" EXT. WALL 17' - 11 3/4" EXT. WALL 20' - 0 1/2" EXT. WALL 17' - 11 3/4" 2" 5' - 10" 3' - 0" 5' - 3 1/2" 3' - 6" 4 1/4" 6' - 6 1/4" 7' - 0" 6' - 6 1/4" 4 1/4" 3' - 6" 5' - 3 1/2" 3' - 0" 5' - 10" A7.10 D10 A7.20 B8 A7.10 A7.10 D7 D6 B7 B6 H6 A5.20 H6 A5.20 H8 A6.10 H10 A6.11 H8 A6.11 110 104 107A 107B H6 A6.10 H4 A6.10 A AA A B B C C C C C 12' - 10 1/2"28' - 1 3/4"12' - 10 1/2" 14' - 2 3/4"28' - 9" CLEAR 4' - 0" 8' - 3"13' - 11 1/4"30' - 5 1/4"8' - 11"12' - 10 1/2"22' - 7 1/4"12' - 10 1/2"10' - 4 3/4" 7' - 4 1/4" 10' - 4 3/4"12' - 10 1/2"2"EXT. WALL9' - 2 3/4"EXT. WALL20' - 0 1/2"EXT. WALL17' - 2 3/4"2"2"EXT. WALL9' - 2 3/4"EXT. WALL20' - 0 1/2"EXT. WALL17' - 2 3/4"2"9' - 10"3' - 0"4' - 4 3/4"6' - 0 1/4"8' - 0"6' - 0 1/4"3' - 0 3/4"3' - 0"3' - 2"14' - 1 1/2" 3' - 6" 4 1/4" 6' - 0 1/4" 8' - 0" 6' - 0 1/4" 4 1/4" 3' - 6" 14' - 1 1/2"3' - 2"3' - 0"3' - 0 3/4"6' - 0 1/4"8' - 0"6' - 0 1/4"11' - 6 3/4"3' - 4"2' - 4"A 6 WF-1 WF-3 WF-2 B C 11' - 2"11' - 5 1/8"5' - 10"7 1/4"5' - 10"14' - 4"10' - 8"19' - 4 1/2"1 6 E A 1.5 3.5 H6 A6.11 1' - 0"1' - 0"A6.30 D9 A6.30 D6 A9.20 F10 A9.20 C10 A6.30 F9 A6.30 G6 A6.30 G4 OFFICE-2 111 JANITOR 106 VESTIBULE 109 112 108 109 B4 B3 D4 D3 H5 A6.12 106 D A A6.30 D3 H3 A6.11 100B 12 5 7 8 H2 A6.10 H4 A6.10 OPP. HAND SIM. 11 1/2" 12' - 10 1/4" 4' - 9 3/4" 3' - 0 3/4" 16' - 0 3/4" 4' - 9 3/4" 12' - 10 1/4" 11 1/2"11 1/4"8' - 11"19' - 1 1/2"16' - 11"13' - 11 1/2"FEC 2" EXT. WALL 17' - 11 3/4" EXT. WALL 20' - 0 1/2" EXT. WALL 17' - 11 3/4" 2" EXTERIOR FOUNDATION 18' - 0" EXTERIOR FOUNDATION 20' - 4" EXTERIOR FOUNDATION 18' - 0"2' - 1"EXTERIOR FOUNDATION9' - 3"EXTERIOR FOUNDATION20' - 4"EXTERIOR FOUNDATION17' - 3"1' - 0"1' - 0 1/2"1' - 0 1/2" 102 100A 3 4 A9.20 D10 H10 A6.10 H9 A6.12 A6-0 A6-0 A3-0 A3-0 C3-0 A3-0 C3-0 A6-0 A3-0 A6-0 A3-0 A3-0 A6-0 C2-0 BANK LOBBY 101 D6 A5.20 Sim D6 A5.20 Sim 3' - 5 1/2"3' - 0"14' - 2 3/4"28' - 1 3/4"14' - 2 3/4" 7' - 8 3/4"3' - 0 1/2"4' - 0 1/2"C2-0 B C 3 4 CONTINUOUS GRANITE BASE TYPICAL TYPICAL @ STONE LEVEL TYPICAL TYPICAL 111 ATM NIGHT DROP A6.30 H9 3' - 6"2 5 1 3/4"1 3/4"FF Datum 107.3' = 107'-4" BOLLARD TYPICAL SEE SITE PLANS WFA7.20B5A7.20 B3 D3 A9.22 D3 A9.22 B 103 A B C D 2' - 5 1/8" 1' - 3"5' - 5 1/2"5' - 0 79/256" 1' - 3"7"7"CURB1' - 0"2' - 6" GYPSUM WALL BOARD. SEE SCHEDULE BELOW FOR RATED WALLS. MINIMUM 20 GAUGE METAL STUDS AT 16" O.C. MINERAL WOOL INSULATION FULL STUD DEPTH BY FULL WALL HEIGHT. UNDERSIDE OF TRUSS / STRUCTURE LINE OF CEILING. REFER TO CEILING PLAN. LINE OF FLOOR. 5/8" GYP. BD. ACOUSTICAL SEALANT - CONTINUOUS A2.01 F2 PARTITION TYPE KEY A3-1M STUD OR MASONRY SIZE, REFER TO PARTITION DETAIL INDICATES WALL RATING S = SMOKE PARTITION 1 = 1 HOUR RATING 2 = 2 HOUR RATING 3 = 3 HOUR RATING 4 = 4 HOUR RATING MODIFIER (REFER TO DESCRIPTION FOR ADDITIONAL INFORMATION. MODIFIERS: M = MOISTURE RESISTANT GYPSUM BOARD AT ALL TOILET ROOM PARTITIONS PARTITION TYPE UNDERSIDE OF TRUSS / STRUCTURE LINE OF CEILING. REFER TO CEILING PLAN. GYPSUM WALL BOARD. SEE SCHEDULE BELOW. MINIMUM 20 GAUGE METAL STUDS AT 16" O.C. MINERAL WOOL INSULATION FULL STUD DEPTH BY FULL WALL HEIGHT. LINE OF FLOOR. LINE OF PARENT WALL CONSTRUCTION, WHERE APPLICABLE. 1/2" MIN.5/8" GYP. BD. ACOUSTICAL SEALANT - CONTINUOUS A2.01 F2 FIRE SAFING COMPRESSIBLE FILLER WALL AS SCHEDULED 1/4" CONTROL JOINT WITH BACKER ROD AND CAULK, TYPICAL BOTH SIDES NOTE: SEE SPECIFCATIONS FOR CONTROL JOINT LOCATIONS J MOLD AT ALL EXPOSED GYPSUM WALL BOARD EDGES 1 1/2"WOOD TRUSS SOUND SEALANT, TYPICAL. DEFLECTION RUNNER HORIZONTAL STIFFENER AS REQUIRED WITHIN 12" OF SLIP TRACK 5/8" TYPE 'X' GYPSUM BOARD METAL STUD1" MIN.5/8" TYPE 'X' GYPSUM BOARD PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:44 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA2.01 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA CONSTRUCTION PLAN Issued for Bid KEYNOTES - CONSTRUCTION A COIN MACHINE - OWNER PROVIDED / CONTRACTOR INSTALLED B ATM - OWNER PROVIDED / CONTRACTOR INSTALLED C NIGHT DEPOSIT / SAFE COMBO - OWNER PROVIDED / CONTRACTOR INSTALLED D PNEUMATIC - OWNER PROVIDED / CONTRACTOR INSTALLED 1/4" = 1'-0" FIRST FLOOR CONSTRUCTION PLANH10 TYPE A FULL HEIGHT GYPSUM BOARD PARTITION PARTITION TYPEWALL THICKNESSSTUD SIZESTC RATINGUL DESIGN #DESCRIPTION A3-0 4 7/8" 3 5/8" A3-1 4 7/8" 3 5/8" U419 1 LAYER 5/8" FIRE RESISTANT GYP. BOTH SIDES A6-0 7 1/4" 6" TYPE C FULL HEIGHT SINGLE SIDED GYPSUM BOARD PARTITION PARTITION TYPEWALL THICKNESSSTUD SIZESTC RATINGUL DESIGN #DESCRIPTION C1-0 2 1/4" 1 5/8" C2-0 3 1/8" 2 1/2" C3-0 4 1/4" 3 5/8" C6-0 6 5/8" 6" 1 1/2" = 1'-0" GYP BOARD CONTROL JOINTF4 1 1/2" = 1'-0" HEAD DETAILF2 1 01/15/2021 Issued For Bid 12" STG 24" STG 24" STG 24"STG12" STG 12" STG 12" STG 24"STG1 6 E A 1.5 3.5H5 A6.12 D 9:12 9:12 3:12 3:12 9:12 9:12 3:12 3:129:129:129:129:12C7 A2.03 C6 A9.20 H4 A2.03 B4 A2.03 E4 A2.03 F10 A2.04 F7 A2.04 C7 A2.03 SIM. H4 A2.03 OPP. HAND SIM. B4 A2.03 SIM. OPP. HAND DOWNSPOUT BELOW ( SEE ELEVATION) DOWNSPOUT BELOW ( SEE ELEVATION) DOWNSPOUT BELOW ( SEE ELEVATION) DOWNSPOUT BELOW ( SEE ELEVATION) DOWNSPOUT ( SEE ELEVATION) DOWNSPOUT ( SEE ELEVATION) DOWNSPOUT ( SEE ELEVATION) DOWNSPOUT ( SEE ELEVATION)D7 A2.04 BOX GUTTER TYPICAL BOX GUTTER TYPICAL BOX GUTTER TYPICAL BOX GUTTER TYPICAL BOX GUTTER TYPICAL BOX GUTTER TYPICAL DETAIL OF CONDITION TYP. ALL BOX GUTTER TYPICAL BOX GUTTER TYPICAL NOTE: ICE AND WATER SHIELD AT EAVES AND VALLEYS TYPICAL ROOF DRAIN B C 3 4 H10 A2.04 H10 A2.04SIM. 2 5 SNOWGUARDS TYPICAL SNOWGUARDS TYPICAL SNOWGUARDS TYPICAL SNOWGUARDS SUPPER ROOF LEGEND STANDING SEAM METAL ROOFING. DOWN SPOUTDS DIRECTION OF ROOF SLOPEPITCH SNOW GUARDS EPDM ROOFING ON TAPERED INSULATION UNDERLAYMENTS: SELF ADHERING, HIGH TEMPERATURE UNDERLAYMENT OVER ENTIRE ROOF SNOW GUARDS: ALPINE SNOW GUARDS TYPE: ASG4025 STANDING SEAM TWO PIPE SNOW GUARD FINISH: ALUMINUM COLOR: TBD ROOFING PRODUCTS STANDING SEAM METAL ROOF ATAS INTERNATIONAL, DUTCH SEAM PANEL MRD 150, OR EQUAL PANEL WIDTH: 15" COLOR: TBD 1TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL TYPE C PROVIDE 2X WD BLOCKING METAL FLASHING W/ DRIP EDGE 3/4" PLYWOOD PVC TRIM 1X10 PVC TRIM 1X4 WD. TRUSSES SEE STRUCTURAL DWGS. PVC TRIM PVC TRIM 2X4 CAULK CAULK PVC TRIM COUNTER FLASHING "Z" CLOSURE TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL FLASHING WITH DRIP EDGE TWO PANELS D TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL TYPE B PROVIDE 2X WD BLOCKING METAL FLASHING W/ DRIP EDGE 3/4" PLYWOOD PVC TRIM 1X10 PVC TRIM 1X4 WD. TRUSSES SEE STRUCTURAL DWGS. PVC TRIM PVC TRIM 2X4 1' - 0 3/4" 6" 1' - 0 3/4" CAULK ATTIC LEVEL 10' -0" TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL TYPE B METAL FLASHING W/ DRIP EDGE 3/4" PLYWOOD PVC TRIM 1X10 PVC TRIM 1X4 WD. RAFTERS SEE STRUCTURAL DWGS. PVC TRIM PVC TRIM 2X4 CAULK 11 1/2" 10 5/8" T.O. PLATE 9' -0" 6 TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL TYPE A PVC TRIM CONTINUOUS WD. BLOCKING METAL FLASHING W/ DRIP EDGE PVC TRIM 1X10 PVC TRIM 2x4 JOIST WD. TRUSSES SEE STRUCTURAL DWGS. CONTINUOUS EVE VENT/ W/ INSERT SCREEN HURRICANE CLIP AIR BAFFLE BLOCKING SUSPENDED CEILING SYSTEM HEAD WEEP 5/8" GYP. BD. R39 INSULATION METAL GUTTER WITH INTERNAL PITCH TO DOWNSPOUT SUPPORT BRACET AT 2' O.C. 7"6 3/4"T.O. PLATE 9' -0"3' - 0 1/2"1 1/2"2' - 6"3 1/2"3 1/2"6 1/2"1' - 0"2' - 11"2' - 5 1/2"CAULK PVC TRIM COUNTER FLASHING "Z" CLOSURE TYPICAL ROOF CONSTRUCTION STANDING SEAM PVC TRIM BOARD PVC TRIM BD. WD. BLOCKING METAL FLASHING W/ DRIP EDGE PVC TRIM 1X10 WD. RAFTERS SEE STRUCTURAL DWGS. GUTTER PVC BRACKET PAINTED LETTER SIGNAGE BEYOND WD. PLATE ANCHORED TO WALL STRUCTURE STEEL PLATE BRACKETS ANCHRED TO WALL SNOWGUARDS PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:47 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA2.03 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA ROOF PLAN Issued for Bid 1/4" = 1'-0" ROOF PLANG10 1 1/2" = 1'-0" ROOF DETAILC7 1 1/2" = 1'-0" ROOF DETAILB4 1 1/2" = 1'-0" ROOF DETAILH4 1 1/2" = 1'-0" ROOF DETAILE4 1 1/2" = 1'-0" ROOF ENTRANCEH2 1 01/15/2021 Issued For Bid T.O. PLATE 9' -0" TYPICAL ROOF CONSTRUCTION STANDING SEAM CONTINUOUS WD. BLOCKING METAL FLASHING W/ DRIP EDGE PVC TRIM BOARD TRUSS WD. TRUSSES SEE STRUCTURAL DWGS. CONTINUOUS EVE VENT/ W/ INSERT SCREEN HURRICANE CLIP METAL GUTTER WITH INTERNAL PITCH TO DOWNSPOUT AIR BAFFLE PVC TRIM 1X12 2X6 WD. STUDS @ 2'-0" O.C. 16' - 0 13/32" TOP OF PLATE CAULK PVC TRIM COUNTER FLASHING "Z" CLOSURE TYPICAL ROOF CONSTRUCTION STANDING SEAM A3.01 F4 5/8" GYP. BOARD ON 2X6 WD STUDS @ 16" O.C. PROVIDE WD. BLOCKING TO ALIGN GYP. BD WITH STEEL BEAM PROFILE BELOW STEEL BEAM SEE STRUCTURAL PROVIDE WD. BLOCKING TO ALIGN GYP. BD WITH STEEL BEAM PROFILE BELOW A3.01 D4 49" 12" SEALANT FULLY FLASH BEHIND FULLY INSULATED WITH VENTS.5 1/2"11 1/2"7"7 1/2"SUPPORT BRACET AT 2' O.C. VENTED HIP / RIDGE CAP FLASHING Z CLOSURE Z CLOSURE CUT TO FIT BETWEEN PANELS, SET IN 2 CONT. BEADS OF SEALANT AND CAULKED VERTICALLY AT SEAMS TYPICAL ROOF CONSTRUCTION STANDING SEAM ROOF TRUSSES SEE STRUCTURAL 9" 12" TYPICAL ROOF CONSTRUCTION STANDING SEAM CONTINUOUS WD. BLOCKING METAL FLASHING W/ DRIP EDGE PVC TRIM 2X6 JOIST OR TRUSSES WD. TRUSSES SEE STRUCTURAL DWGS. CONTINUOUS EVE VENT/ W/ INSERT SCREEN HURRICANE CLIP AIR BAFFLE PVC TRIM (2) 2X6 CONTINOUS WD. BLOCKING CAULK COUNTER FLASHING "Z" CLOSURE TYPICAL ROOF CONSTRUCTION STANDING SEAM 4" WALL TYPE B B 10 1/2" 8 1/2" 1" 1" 9" 12" FLASH MIN. 8" UP WALL CUT TRIM ADD SEALANT R38 INSULATION 5/8" GYP. BD. T.O. PLATE 9' -0" 2X8 WD. BLOCKING BLOCKING STEEL BEAM SEE STRUCTURAL 5/8" EXTERIOR GYP. PANEL CONT. EVE VENT W/ INSECT SCREEN SEALANT TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF METAL COPING PVC TRIM 1X12 FLASHING W/ DRIP EDGE 5/8" EXTERIOR GYP. PANEL SLOPE 2' - 6" 1/4" 12" BLOCKING 1"DRAIN 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING T.O. PLATE 9' -0" D CAULK COUNTER FLASHING TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF MEMBRANE ROOF TO OVERLAP PVC TRIM 6" PVC TRIM BOARD 2X8 WD. BLOCKING 2X8 WD. TRUSSES WALL TYPE A WALL TYPE B5 PVC TRIM Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:49 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA2.04 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA ROOF DETAILS Issued for Bid 1 1/2" = 1'-0" ROOF EAVE DETAILF10 1 1/2" = 1'-0" ROOF RIDGE DETAILF7 1 1/2" = 1'-0" ROOF EAVE DETAILD7 1 1/2" = 1'-0" ROOF DETAIL CANOPYH10 1 1/2" = 1'-0" ROOF DETAIL CANOPYH5 1 01/15/2021 Issued For Bid REFLECTED CEILING PLAN LEGEND NEW CONSTRUCTIONEXISTING ITEMS HATCH DENOTES AREAS NOT IN CONTRACT ACOUSTICAL CEILING GYPSUM BOARD CEILING RECESSED LINEAR LIGHT FIXTURE RECESSED 2x2 LIGHT FIXTURE GENERAL NOTES - CEILING SEE WALL TYPES FOR INDICATION WHERE WALLS PENETRATE CEILING GRIDS. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL CEILING GRIDS AND LIGHTING SHALL BE CENTERED, WITH BALANCED CUTS. ALL CEILING ITEMS ARE TO BE CENTERED IN 2x4, 2x2 OR IMPLIED 2x2 CEILING TILE, WHICHEVER APPLIES. THIS PLAN IS INTENDED FOR COORDINATION AND LOCATION PURPOSES ONLY. SEE MEP FOR SPECIFIC CEILING MOUNTED ITEMS. REFER TO DETAILS FOR CEILING SEISMIC RESTRAINT DETAIL. REFER TO DETAILS FOR THE TYPICAL GYPSUM BOARD SOFFIT DETAIL PROVIDE A LAYER OF 5/8" GYP. BD. AT THE BOTTOM CHORD OF ALL TRUSSES AND AT THE BOTTOM OF RAFTERS 1. 2. 3. 4. 5. 6. CEILING PRODUCTS ACT-1 CEILING TILE: ARMSTRONG WORLD INDUSTRIES, INC. ULTIMA BEVELED TEGULAR 15/16" LAY-IN, 24"X24"X3/4" SUSPENSION SYSTEM: ARMSTRONG WORLD INDUSTRIES, INC. 15/16" PRELUDE SUSPENSION SYSTEM (COLOR: WHITE) CEILING PANEL: ARMSTRONG WORLD INDUSTRIES, INC. TECTUM FINALE SIZE TO BE DETERMINED COLOR: WHITE - DRY FALL PAINT TECT EXTERIOR VINYL SOFFIT CEILING PANELVC-1 PVC EXTERIOR SOFFIT PANELPVC-P /ACT-18' - 6" /ACT-18' - 6" /ACT-18' - 6" /ACT-18' - 6" /ACT-18' - 6" /ACT-18' - 6" /ACT-18' - 6"/ACT-18' - 6" 1 6 E A 1.5 3.5 /ACT-18' - 0" /ACT-18' - 0" /GYP. BD.8' - 6" /VC-19' - 0" /8' - 11 3/8" H5 A6.12 D F4 A3.01 Sim D4 A3.01 Sim 3' - 6"3' - 6"5' - 3 1/4"3' - 6"/GYP. BD.8' - 6"EQ EQ B C 3 4 /EXTERIOR GYP. BD.8' - 11" /EXTERIOR GYP. BD.9' - 10 7/8" 2 5 MECHANICAL PLATFORM ABOVE, TYPICAL /8' - 11"GYP. BD. P-3 P-3 P-3 P-3 P-3 2' X 2' ACCESS HATCH PENDANT LIGHTS TYP. LIGHTING BEHIND UPPER WINDOW TO CREATE BACK-LIT LIGHTBOX EFFECT. LINEAR RECESSED LIGHTS /ACT-111' - 4" /GYP. BD.8' - 6"/GYP. BD.8' - 6" OF CROSS RUNNER MAIN RUNNER INTERSECTION MAX.2"45° 45° 45° 45° 2" MAX. HORIZONTAL RESTRAINT 4, #12 GAUGE WIRE HANGERS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION, SPLAYED 90 DEGREES FROM EACH OTHER, AT ANGLES NOT EXCEEDING 45 DEGREES FROM PLANE OF CEILING. HORIZONTAL RESTRAIN POINTS SHALL BE PLACED 12'-0" OC IN BOTH DIRECTIONS, WITHIN THE FIRST POINT 4'-0" FROM EACH WALL MAX. ATTACH RESTRAIN POINTS TO STRUCTURAL ABOVE. CROSS RUNNER NOTE: METAL SUSPENSION SYSTEM TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS AND ASTM C635 & C636 AND TO BE SEISMICALLY RESTRAINED PER MANUFACTURER ENGINEERING DESIGN, ASTM E580 AND BUILDING CODE REQUIREMENTS MAIN RUNNER 3 TURNS MIN IN 1-1/2", TYP BOTH VERTICAL & HORIZONTAL RESTRAINT WIRES VERTICAL RESTRAINT 1, #12 GA VERTICAL WIRE HANGER WIRE @ 4'-0" WITH THE FIRST RESTRAINT 8" MAX OFF ALL WALL SURFACES T.O. PLATE 9' -0" ALIGN ACOUSTICAL CEILING AS SCHEDULED. GYPSUM BOARD ON WD. STUDS @ 16" O.C. GYP. BD. SOFFIT PROVIDE CORNER BEAD PROVIDE BLOCKING TO ALIGN GYP. WITH BEAM STEEL BEAM SEE STRUCTURAL WD. TRUSSES SEE STRUCTURAL ATTIC LEVEL 10' -0" 4 5/8" GYP. BD. PROVIDE WD. BLOCKING TO ALIGN GYP. BD WITH STEEL BEAM PROFILE BELOW 4 AIR BAFFLE R39 INSULATION 5/8" GYP. BD.5 1/2"11 1/2"ROOF TRUSS. PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:52 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA3.01 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA REFLECTED CEILING PLAN Issued for Bid KEYNOTES - RCP 1/4" = 1'-0" FIRST FLOOR REFLECTED CEILING PLANH10 1 1/2" = 1'-0" SEISMIC RESTRAINT DETAILH4 1 1/2" = 1'-0" CEILING DETAIL AT BEAMF4 1 1/2" = 1'-0" CEILING DETAIL AT TRUSSD4 1 01/15/2021 Issued For Bid REF.PPPP PP PP NEW CONSTRUCTION HATCH DENOTES AREAS NOT IN CONTRACT EXISTING ITEMS HATCH DENOTES MILLWORK FINISHES LEGEND ROOM NUMBER FLOORING MATERIAL WALL BASE MATERIAL WALL FINISH / MATERIAL PT1 ACCENT WALL TAG - INDICATES LOCATION OF ACCENT WALL (WHEN MULTIPLE COLORS IDENTIFIED IN ONE ROOM) DIRECTION OF PLANKSFLOORING MATERIAL TRANSITION GENERAL NOTES - FINISHES FOR ROOMS WITH MULTIPLE WALL FINISHES CALLED OUT REFER TO INTERIOR ELEVATIONS. FOR ROOMS WITH MULTIPLE FLOORING FINISHES CALLED OUT REFER TO FINISH DETAIL PLANS. FOR INTERIOR PAINT FINISHES: • ALL INTERIOR WALLS TO BE EGGSHELL FINISH, UNLESS EPOXY FINISH IS NOTED. • ALL DOOR AND WINDOW FRAMES TO BE SEMI-GLOSS FINISH. • ALL GYPSUM BOARD CEILINGS TO BE PAINTED TO BE FLAT FINISH. • ALL PAINTED METAL TO BE SEMI-GLOSS FINISH, UNLESS EPOXY FINISH IS NOTED. ALL EXPOSED COLUMNS THAT ARE NOT INCORPORATED IN A WALL ARE TO BE PAINTED PT-1, UNLESS OTHERWISE NOTED. EXPOSED STRUCTURE THAT IS INCORPORATED IN A WALL IS TO BE PAINTED TO MATCH ADJACENT WALL. FLOOR FINISHES TO EXTEND UNDER CASEWORK AND SPECIALTY/FIREMATIC EQUIPMENT. INSTALL SCHEDULED FLOOR FINISH UP AND ONTO ALL RAISED SLAB LOCATIONS. 1. 2. 3. 4. 5. 107B WORK ROOM 104 P-1 VB-2 VCT-1 OFFICE 1 103 P-1 VB-1 CPT-1 CONFERENCE ROOM 102 P-1 VB-1 CPT-1/2 VESTIBULE 100 P-1 VB-1 WM-1 BREAK ROOM 107 P-1 VB-2 VCT-1 OFFICE-3 112 P-1 VB-1 CPT-1 TOILET 110 P-2/WT-1/WT-2 TE-1 LVT-1 TOILET 108 P-2/WT-1/WT-2 TE-1 LVT-1 1 6 E A 1.5 H5 A6.12 VESTIBULE 109 P-1 VB-1 LVT-1 OFFICE-2 111 P-1 VB-1 CPT-1 D BANK LOBBY 101 P-1 VB-1 CPT-1/LVT-1 B C 3 42 5 WC-1 WC-1 WC-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1 RS-1RS-1 RS-1 RS-1 MATERIALS LIST VINYL BASE VB-1 MFR: JOHNSONITE PRODUCT: VINYL BASE SIZE: 4" HIGH 120' ROLL PROFILE: COVE COLOR: 29 MOONROCK WG VB-2 MFR: JOHNSONITE PRODUCT: VINYL BASE SIZE: 4" HIGH PROFILE: COVE COLOR: 280 SHORELINE BASE FLOORING CARPET TILE WM-1 ITEM: WALK-OFF MAT IN VESTIBULE MFR: SHAW STYLE NAME: PORTAL LIFE STYLE #: 5T035 COLOR NAME: LAVA COLOR #: 34549 SIZE: 24"X24" INSTALLATION: MONOLITHIC CPT-1 ITEM: GENERAL CARPET TILE MFR: SHAW CONRACT STYLE NAME: RELIEF TILE STYLE #: 5T152 COLOR NAME: PAST COLOR #: 50515 COLLECTION: VERTICAL LAYERS SIZE: 9"X36" INSTALLATION: ASHLAR CPT-2 ITEM: ACCENT CARPET TILE MFR: SHAW CONTRACT STYLE NAME: RELIEF TILE STYLE #: 5T152 COLOR NAME: NATURAL COLOR #: 50103 COLLECTION: VERTICAL LAYERS SIZE: 9"X36" INSTALLATION: REFER TO FINISH DETAIL PLAN VINYL COMPOSITION TILE VCT-1 ITEM: VINYL COMPOSITION TILE MFR: ARMSTRONG LINE: STANDARD EXCELON PATTERN: IMPERIAL TEXTURE COLOR: 51877 EARTH GREEN SIZE: 12"X12" INSTALL: MONOLITHIC LUXURY VINYL TILE LVT-1 ITEM: LUXURY VINYL TILE MFR: SHAW CONTRACT STYLE NAME: INLET STYLE #: 0926V COLOR NAME: THATCH COLOR #: 26720 SIZE: 9"X48 INSTALLATION: HERRINGBONE IN LOBBY ONLY, STAGGERED IN ROOMS 108, 109 & 110. PAINT (CONTINUED) WALLCOVERING PLASTIC LAMINATE PL-1 MFR: NEVAMAR PRODUCT: LAMINATE COLOR NAME: NEUTRAL GRAY COLOR #: S6012T FINISH: TEXTURED LOCATION: REFER TO FINISH PLAN AND ELEVATIONS MILLWORK WC-1 ITEM: DIGITAL GRAPHIC WALLCOVERING MFR: DL COUCH PRODUCT: DIGITAL WALLCOVERING SUBSTRATE: MYSTICAL IMAGE: TBD SIZE: TBD NOTE: LEVEL 4 FINISH BY GC REQUIRED AT ANY LOCATIONS WITH THIS FINISH. LOCATION: AS NOTED, REFER TO FINISH PLAN. P-2 ITEM: ACCET PAINT MFR: SHERWIN WILLIAMS COLOR: SW 7016 MINDFUL GRAY FINISH: SEMI-GLOSS P-3 ITEM: CEILING PAINT MFR: SHERWIN WILLIAMS COLOR: SW 7005 PURE WHITE FINISH: FLAT LOCATION: ALL DRYWALL CEILINGS/SOFFITS P-4 ITEM: DRY FALL FOR TECTUM MFR: SHERWIN WILLIAMS COLOR: FLAT WHITE PRODUCT: WATERBORNE ACRYLIC DRY FALL(B42W1) 50 GAL. DRUMS LOCATION: APPLIED TO TECTUM IN THE FEILD WALL TILE WT-1 ITEM: WALL TILE MFR: AMERICAN OLEAN SERIES: BRIGHT AND MATTE PRODUCT: PROFILES COLOR: MATTE DESIGNER WHITE 0061 SIZE: 3"X6" FINISH: MATTE GROUT JOINT: 1/16" GROUT: LATICRETE GROUT COLOR: TBD INSTALLATION: RUNNING BOND LOCATION: IN TOILET ROOM, ON ALL WALLS TO 52" WT-2 ITEM: WALL TILE MFR: AMERICAN OLEAN SERIES: BRIGHT AND MATTE PRODUCT: PROFILES PRODUCT #: S-4369 COLOR: MATTE DESIGNER WHITE 0061 SIZE: BULLNOSE 3"X6" FINISH: MATTE GROUT JOINT: 1/16" GROUT: LATICRETE GROUT COLOR: TBD INSTALLATION: RUNNING BOND LOCATION: TOILET ROOM TE-1 ITEM: TILE EDGE MFR: SCHLUTER SYSTEMS PRODUCT: DILEX AHKA 80AE COVE BASE 5/16" FINISH: SATIN ANODIZED ALUMINUM NOTE: INSTALLER TO USE DILEX AHKA PRE-FORMED METAL CORNER & END CAP PIECES FOR CONTINUOUS/COMPLETE INSTALLATION. INSTALL: REFER TO DETAIL ON A4.03 WALL PAINT P-1 ITEM: GENERAL PAINT MFR: SHERWIN WILLIAMS COLOR: SW 7005 PURE WHITE FINISH: SATIN ACT-1 MFR: ARMSTRONG STYLE: ULTIMA COLOR: WHITE SIZE: 24"X24" X 3/4" ITEM #: 1911 EDGE PROFILE: 15/16 BEVELED TEGULAR GRID: 15/16 PRELUDE GRID COLOR: WHITE TECT ITEM: CEILING PANEL MFR: ARMSTRONG STYLE: TECTUM FINALE SIZE: TBD THICKNESS: 2" THICK COLOR: WHITE FINISH: PT-1(NON-BRIDGING PAINT) LOCATION/ ORIENTATION: REFER TO CEILING PLAN NOTE: AT INSTANCES WHERE TWO SHORT SIDES NEED TO BUTT TOGETHER, COORDINATE SEAM LOCATIONS WITH ARCHITECT. ACOUSTICAL PANEL CEILINGS MILLWORK (CONTINUED) PL-2 MFR: WILSONART PRODUCT: LAMINATE COLOR NAME: LINEN COLOR #: D427-60 FINISH: MATTE FINISH LOCATION: WORK ROOM COUNTER AS NOTED IN ELEVATIONS. SOLID SURFACE SS-1 MFR: HI-MACS LG HAUSYS COLOR: Z003 STRATO WIND LOCATION: REFER TO ELEVATIONS PAINT WOOD WOOD DOORS WD-1 MFR: MASONITE SPECIES: CHERRY STAIN: TBD FURNISHING LIST RS-1 MFR: WT SHADES PRODUCT: H200 SOLOMOUNT FABRIC: E-SCREEN, 3% OPEN FABRIC COLOR: TBD NOTES: NO FASCIA LOCATION: GENERAL ROLLER SHADES THROUGHOUT. ROLLAR SHADES PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:54 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA4.01 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA FINISH PLAN & MATERIALS LIST Issued for Bid 1/4" = 1'-0" 1ST FLOOR - FINISH PLANH10 1 01/15/2021 Issued For Bid REF.PPPP PP PP 12" STG 24" STG 24" STG 24"STG12" STG 12" STG 12" STG 24"STG110 104 107A 107B OFFICE 1 103 CONFERENCE ROOM 102 VESTIBULE 100 BREAK ROOM 107 OFFICE-3 112 TOILET 110 TOILET 108 1 6 E A 1.5 3.5H5 A6.12 D OFFICE-2 111 VESTIBULE 109 112 109 108 106WORK ROOM 104 B C 3 42 5 3' - 4" 3' - 3" 3' - 4" COIN CART SHRED.2' - 6 3/16"3' - 0 7/8" PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:57 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA4.02 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA FURNITURE PLAN Issued for Bid 1/4" = 1'-0" 1ST FLOOR FURNITURE PLAN( FOR COORDINATION ONLY)H10 1 01/15/2021 Issued For Bid REF.PPPP PP PP BANK LOBBY 101 VESTIBULE 100 OFFICE-3 112 OFFICE-2 111 TOILET 110 VESTIBULE 109 TOILET 108 BREAK ROOM 107 WORK ROOM 104 OFFICE 1 103 CONFERENCE ROOM 102 LVT WM CPT CPTVCT VCT EXACT POSITION OF TRANSITION LOCATION TO BE REVIEWED WITH ARCHITECT PRIOR TO INSTALLATION EQ EQ ALIGNALIGNLVT-1 IN THESE ROOMS TO BE INSTALLED IN A STRAGGERED PATTERN. HERRINGBONE INSTALLATION OF LVT-1 TO BE CENTERED IN LOBBY AS SHOWN. PATTERN TO RUN CONTINUES PATTERN TO RUN CONTINUES CPT-2 BORDER TO BE ONE FULL TILE WIDTH. MITRE AT ALL CORNERS (AS SHOWN WITH DASHED LINES), INFILL AT STOREFRONT AS NEEDED. HATCH DENOTES MILLWORK FINISH FLOOR LEGEND DIRECTION OF PLANKS FLOORING MATERIAL TRANSITION WM-1 (WALK OFF MAT) CPT-1 (CARPET TILE) CPT-2 (CARPET TILE) LVT-1 (LUXURY VINYL TILE) VCT-1 (VINYL COMPOSITION TILE) SCHLUTER SCHIENE FINISHING EDGE LVT WM AS SCHEDULED WM/ CPT TO LVT SCHLUTER SCHIENE FINISHING EDGE LVT VCT AS SCHEDULED LVT TO VCT TRANSITION 3/4" LVT-1 TE-1 WT-1 CLEAR SILICONE CAULK PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:56:58 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA4.03 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA FINISH DETAIL PLAN Issued for Bid 1/4" = 1'-0" 1ST FLOOR - FINISH DETAIL PLANH10 6" = 1'-0" WM TO LVT TRANSITIONH2 6" = 1'-0" CPT TO VCT TRANSITIONG2 6" = 1'-0" TE-1 DETAILF2 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0"23' - 0 7/8"9' - 6 1/2"EAD 2 3 4 5 7 8 6 9 1 11 6 3 10 A C C C 107B B C PROVIDE HEIGHT CLEARANCE HEIGHT SIGN 5.1 5.1 PROVIDE POWER FOR SIGNAGE, SEE ELECTRICAL SEE DETAIL /H2 A2.03 1ST FLOOR 0' -0" T.O. PLATE 9' -0"8' - 11 247/256"11' - 0" 1 6 2 3 4 5 7 8 6 9 1 11 3 6 A B B A D D D 3 4 10 2 5 PROVIDE POWER FOR SIGNAGE, SEE ELECTRICAL SEE DETAIL /H2 A2.03 1' - 1" WINDOW FILM, TYPICAL GUTTERS AND DOWNSPOUTS: GUTTER: SHEET METAL 0.032" ALUMINUM SHAPE: BOX GUTTER, SEE DETAILS SIZE: AS DETAILED FINISH: KYNAR 500, COLOR: WHITE DOWNSPOUT: SHEET METAL 0.032" ALUMINUM SHAPE: CORRUGATER REGULAR SIZE: 3" X 4" HANGERS STYLE: SMACNA 1-35G FINISH: KYNAR 500, COLOR: WHITE FIBER CEMENT SIDING: JAMES HARDIE, HARDIEPLANK LAP SIDING SELECT CEDARMILL 6" EXPOSURE COLOR: DOVE GRAY EXTERIOR PRODUCTS GRANITE BASE: DELGADO STONE COLOR: FITZWILLIAM GRANITE FLAGGING - THERMAL FACE PVC ACCENT TRIM AND PANELS: AZEK BUILDING PRODUCTS VARIOUS SHAPES AND SIZES COLOR: WHITE BRICK VENEER: GLEN GERY - KF COLOR - SALEM SIZE - MODULAR PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:01 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA5.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA EXTERIOR ELEVATIONS Issued for Bid 1/4" = 1'-0" EAST ELEVATIONH9 1/4" = 1'-0" SOUTH ELEVATIOND9 KEYNOTES - ELEVATION 1 FIBER CEMENT SIDING 2 ACCENT TRIM 3 PVC TRIM BOARD AND PANEL 4 STONE BASE VENEER 5 ALUMINUM DOWNSPOUT PROVIDE SPLASH BLOCK BELOW 5.1 ALUMINUM DOWNSPOUT WITH ELBOW TO MERGE INTO LOWER ROOF 6 ALUMINUM GUTTER 7 BRICK VENEER 8 STANDING SEAM METAL ROOFING 9 SNOW GUARDS SEE ROOF PLAN 10 CANOPY METAL BRACKET COORDINATE W/ STRUCTURAL 11 RIDGE VENT 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 161.53.5 2 3 4 5 7 8 6 9 1 11 3 A B C C C D D D B 6 34 NIGHT DROP BOX ATM NOTE: COORDINATE DROP BOX AND ATM OPENING WITH SHOP DRAWINGS FROM MANUFACTURER 25 SURROUND BY NIGHT DROP / ATM SUPPLIER WINDOW FILM, TYPICAL 1ST FLOOR 0' -0" T.O. PLATE 9' -0"23' - 1 1/8"E AD A C C C A 2 3 4 5 7 8 6 9 10 1 11 6 3 BC 3 SEE DETAIL /H2 A2.03 1' - 1" GUTTERS AND DOWNSPOUTS: GUTTER: SHEET METAL 0.032" ALUMINUM SHAPE: BOX GUTTER, SEE DETAILS SIZE: AS DETAILED FINISH: KYNAR 500, COLOR: WHITE DOWNSPOUT: SHEET METAL 0.032" ALUMINUM SHAPE: CORRUGATER REGULAR SIZE: 3" X 4" HANGERS STYLE: SMACNA 1-35G FINISH: KYNAR 500, COLOR: WHITE FIBER CEMENT SIDING: JAMES HARDIE, HARDIEPLANK LAP SIDING SELECT CEDARMILL 6" EXPOSURE COLOR: DOVE GRAY EXTERIOR PRODUCTS GRANITE BASE: DELGADO STONE COLOR: FITZWILLIAM GRANITE FLAGGING - THERMAL FACE PVC ACCENT TRIM AND PANELS: AZEK BUILDING PRODUCTS VARIOUS SHAPES AND SIZES COLOR: WHITE BRICK VENEER: GLEN GERY - KF COLOR - SALEM SIZE - MODULAR PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:03 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA5.11 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA EXTERIOR ELEVATIONS Issued for Bid 1/4" = 1'-0" NORTH ELEVATIOND9 1/4" = 1'-0" WEST ELEVATIONH9 KEYNOTES - ELEVATION 1 FIBER CEMENT SIDING 2 ACCENT TRIM 3 PVC TRIM BOARD AND PANEL 4 STONE BASE VENEER 5 ALUMINUM DOWNSPOUT PROVIDE SPLASH BLOCK BELOW 5.1 ALUMINUM DOWNSPOUT WITH ELBOW TO MERGE INTO LOWER ROOF 6 ALUMINUM GUTTER 7 BRICK VENEER 8 STANDING SEAM METAL ROOFING 9 SNOW GUARDS SEE ROOF PLAN 10 CANOPY METAL BRACKET COORDINATE W/ STRUCTURAL 11 RIDGE VENT 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" A6.11 H10 AD FOUNDATION -4' -0" ATTIC LEVEL 10' -0" BC 5/8" GYP. BD. R39 INSULATION / VAPOR BARRIER SIGNAGE BY OWNER 107A 109 111 112 WOOD JOISTS AND SHEATHING SEE STRUCTURAL 1ST FLOOR 0' -0" T.O. PLATE 9' -0" A D FOUNDATION -4' -0"13' - 5 1/4"ATTIC LEVEL 10' -0" B C 5/8" GYP. BD. R39 INSULATION / VAPOR BARRIER 5/8" GYP. BD. R39 INSULATION / VAPOR BARRIER 5/8" GYP. BD. R39 INSULATION / VAPOR BARRIER 112 111 109 107A 1 6 E A 1.5 3.5 D PLATFORM LEVEL FOR MECHANICAL UNITS (SHOW IN GRAY AREA) REFER TO STRUCTURAL FOR CONSTRUCTION B C 3 42 5 E E 1.5 1.5 D D C C B B A A 3 3 4 4 3.5 3.5 1 1 6 6 2 2 5 5 D.1 D.1 C3-0 C3-0 C3-0C3-0 SWING DOWN HATCH SEE RCP PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:07 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA5.20 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA ATTIC PLAN & BUILDING SECTIONS Issued for Bid 1/4" = 1'-0" NORTH SOUTH SECTION AT BANK LOBBYH6 1/4" = 1'-0" NORTH / SOUTH BUILDING SECTION AT OFFICESD6 1/8" = 1'-0" ATTIC LEVELF10 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 9" 1 6 FOUNDATION -4' -0" ATTIC LEVEL 10' -0" 3 42 5 1' - 3 3/4"6"8' - 6"MECHANICAL PLATFORM 5/8" GYP. BD R39 INSULATION MECHANICAL PLATFORM 5/8" GYP. BD R39 INSULATION 10' - 3 3/4"111 5/8" GYP. BD R39 INSULATION SCHEDULED CEILING R21 INSULATION 1ST FLOOR 0' -0" T.O. PLATE 9' -0" A2.04 F10 A2.04 F7 1 61.5 3.5 A2.03 E4 FOUNDATION -4' -0" ATTIC LEVEL 10' -0" 3 42 5 ACT SEE RCP 5/8" GYP. BD. R39 INSULATION ACT SEE RCP 5/8" GYP. BD. R39 INSULATION 106 ACT SEE RCP 5/8" GYP. BD. R39 INSULATION PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:08 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA5.21 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA BUILDING SECTIONS Issued for Bid 1/4" = 1'-0" EAST WEST BUILDING SECTION AT MECHANICAL PLATFORMD7 1/4" = 1'-0" EAST WEST BUILDING SECTIONH7 1 01/15/2021 Issued For Bid WALL SECTION LEGEND WALL TYPE A1 - STONE BASE ON BRICK VENEER - STONE BASE VENEER - MORTAR SETTING BED - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF - EPDM FULLY ADHERED ROOF SYSTEM - TAPERED ROOF INSULATION - 1/4" IN 12" SLOPE - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS TYPICAL ROOF CONSTRUCTION STANDING SEAM - STANDING SEAM ROOF ( SEE ROOF PLAN FOR TYPE AND COLOR) - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF - PLYWOOD ROOF SHEATHING SEE STRUCTURAL DRAWINGS - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS WALL TYPE C - FLAT PVC SIDING - FLAT PVC SIDING (JOINTS?) - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE A - BRICK VENEER - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR VAPOR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B1 - STONE BASE ON LAP SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE C1 - STONE BASE ON FLAT PVC SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X4 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B2 - FIBER CEMENT LAP SIDING SAME AS WALL TYPE B BUT WD STUDS WILL BE 2X8 @ 16" O.C. WALL TYPE B3 - STONE BASE ON LAP SIDING SAME AS WALL TYPE B1 BUT WD STUDS WILL BE 2X8 @ 16" O.C. ROOF SECTION LEGEND WALL TYPE C 3- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X4 @ 16" OC. WALL TYPE C 4- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X8 @ 16" OC. 1ST FLOOR 0' -0" T.O. PLATE 9' -0" WALL TYPE A1 WALL TYPE A WALL TYPE B A6.10 C10 A2.03 B4 D 1' - 2" A9.20 C8 A9.20 D8 (VERIFY R.O. W/ MANUF.)5' - 2"3' - 1"TYPICAL ROOF CONSTRUCTION STANDING SEAM 1ST FLOOR 0' -0" T.O. PLATE 9' -0" WALL TYPE B3 WALL TYPE B2 A6.10 C8 A2.03 H4 D 1' - 0" TYPICAL ROOF CONSTRUCTION STANDING SEAM MECHANICAL CHASE 1ST FLOOR 0' -0" T.O. PLATE 9' -0" WALL TYPE C1 WALL TYPE C WALL TYPE C3 WALL TYPE C A9.20 C3 A9.20 D3 A6.10 G10 A2.03 C7 1 10" A6.10 C5 6 1/2"(VERIFY R.O. W/ MANUF.)5' - 2"3' - 0 3/4"TYPICAL ROOF CONSTRUCTION STANDING SEAM 6' - 1 1/2"9' - 0"15' - 1 1/2"1ST FLOOR 0' -0" FOUNDATION SEE STRUCTURAL CONCRETE SLAB SEE STRUCTURAL ON 15 MIL. VAPOR BARRIER METAL FLASHING SEALANT AND BACKER ROD 2" THICK PERIMETER INSULATION EXTEND 24" VERT. AND HORIZ. WALL TYPE B3 - STONE BASE VENEER - MORTAR SETTING BED - MORTAR SCRATCH COAT - LATH - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - D 2" GRADE VARIES REFER TO SITE PLANS SILL SEAL SEALANT - METAL FLASHING 1/2" RIGID EXPANSION MATERIAL 1ST FLOOR 0' -0" FOUNDATION SEE STRUCTURAL CONCRETE SLAB SEE STRUCTURAL ON 15 MIL. VAPOR BARRIER METAL FLASHING SEALANT AND BACKER ROD 2" THICK PERIMETER INSULATION EXTEND 24" VERT. AND HORIZ. WALL TYPE A1 - STONE BASE VENEER - MORTAR SETTING BED - - - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - - D - METAL FLASHING WHEEPS 1' - 1"2" 2 3/8" 3/8" 1' - 2"1/2"GRADE VARIES EXTERIOR CURB SILL SEAL SEALANT 1/2" RIGID EXPANSION MATERIAL 8 1/4"3"1" 2 1/4" 1 1/4" PVC TRIM SEALANT BLOCKING (2) 2X6 WD. HEADER W/ PLYWOOD IN BETWEEN FLASHING WITH DRIP EDGE WALL TYPE C WALL TYPE C3 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 1 10" A6.10 C2 4 1/2" TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL TYPE B WALL TYPE C 15' - 1 1/2"WALL TYPE C1 1ST FLOOR 0' -0" FOUNDATION SEE STRUCTURAL CONCRETE SLAB SEE STRUCTURAL ON 15 MIL. VAPOR BARRIER METAL FLASHING SEALANT AND BACKER ROD 2" THICK PERIMETER INSULATION EXTEND 24" VERT. AND HORIZ. WALL TYPE B3 - STONE BASE VENEER - MORTAR SETTING BED - MORTAR SCRATCH COAT - LATH - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - GRADE VARIES SILL SEAL SEALANT - METAL FLASHING 1ST FLOOR 0' -0" 4 1/2" 10" FOUNDATION SEE STRUCTURAL CONCRETE SLAB SEE STRUCTURAL ON 15 MIL. VAPOR BARRIER METAL FLASHING SEALANT AND BACKER ROD 2" THICK PERIMETER INSULATION EXTEND 24" VERT. AND HORIZ. WALL TYPE B3 - STONE BASE VENEER - MORTAR SETTING BED - MORTAR SCRATCH COAT - LATH - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - GRADE VARIES SILL SEAL SEALANT - METAL FLASHING 1ST FLOOR 0' -0" T.O. PLATE 9' -0" D A6.10 1 WALL TYPE A1 WALL TYPE A WALL TYPE B5 1' - 2" A2.03 B4 SIM. TYPICAL ROOF CONSTRUCTION STANDING SEAM T.O. PLATE 9' -0" D FIBER CEMENT SIDING PVC TRIM AIR VAPOR BARRIER SEALANT METAL FLASHING WEEP 1" RIGID INSULATION ON VERTICAL "Z" CLIPS BRICK VENEER STARTER STRIP BELOW FIBER CEMENT SIDING PLYWOOD SHEATHING 5/8" GYP. BD. FINISH AIR VAPOR BARRIER Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:11 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA6.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA WALL SECTIONS Issued for Bid 1/2" = 1'-0" WALL SECTIONH8 1/2" = 1'-0" WALL SECTIONH6 1/2" = 1'-0" WALL SECTIONH4 1 1/2" = 1'-0" FOUNDATION DETAIL B3C81 1/2" = 1'-0" WALL TYPE A1 DETAILC10 1 1/2" = 1'-0" TRANSITION DETAILG10 1/2" = 1'-0" WALL SECTIONH2 1 1/2" = 1'-0" WALL TYPE C1 DETAILC5 1 1/2" = 1'-0" FOUNDATION DETAIL B1C2 1/2" = 1'-0" WALL SECTIONH10 1 1/2" = 1'-0" TRANSITION DETAIL (BRICK, SIDING)1 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" WALL TYPE A1 WALL TYPE A A6.10 C10 Sim 1 A9.20 C6 A9.20 D8 (VERIFY R.O. W/ MANUF.)5' - 2"3' - 0 3/4"TYPICAL ROOF CONSTRUCTION STANDING SEAM WALL SECTION LEGEND WALL TYPE A1 - STONE BASE ON BRICK VENEER - STONE BASE VENEER - MORTAR SETTING BED - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF - EPDM FULLY ADHERED ROOF SYSTEM - TAPERED ROOF INSULATION - 1/4" IN 12" SLOPE - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS TYPICAL ROOF CONSTRUCTION STANDING SEAM - STANDING SEAM ROOF ( SEE ROOF PLAN FOR TYPE AND COLOR) - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF - PLYWOOD ROOF SHEATHING SEE STRUCTURAL DRAWINGS - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS WALL TYPE C - FLAT PVC SIDING - FLAT PVC SIDING (JOINTS?) - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE A - BRICK VENEER - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR VAPOR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B1 - STONE BASE ON LAP SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE C1 - STONE BASE ON FLAT PVC SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X4 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B2 - FIBER CEMENT LAP SIDING SAME AS WALL TYPE B BUT WD STUDS WILL BE 2X8 @ 16" O.C. WALL TYPE B3 - STONE BASE ON LAP SIDING SAME AS WALL TYPE B1 BUT WD STUDS WILL BE 2X8 @ 16" O.C. ROOF SECTION LEGEND WALL TYPE C 3- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X4 @ 16" OC. WALL TYPE C 4- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X8 @ 16" OC. 1ST FLOOR 0' -0" T.O. PLATE 9' -0" A A9.20 F5 A9.20 D5 A2.03 H2 WALL TYPE C4 WALL TYPE B2 ALUMINUM STOREFRONT CANOPY AND METAL BRACKETS TYPICAL ROOF CONSTRUCTION STANDING SEAM 3/4" SOLID WOOD CAP PAINTED 3' - 0"9' - 0"13' - 0"4' - 5"5/8" GYP. BD. WOOD TRUSS CONTINUOUS R39 INSULATION ACCENT LIGHT FIXTURE REFER TO ELECTRICAL DOCUMENTS WINDOW FILM, TYPICAL 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 6 A2.03 E4 WALL TYPE A1 WALL TYPE A TYPICAL ROOF CONSTRUCTION STANDING SEAM 1ST FLOOR 0' -0" T.O. PLATE 9' -0" WALL TYPE C1 SIM. WALL TYPE C WALL TYPE B2 WALL TYPE C WFS SIGNAGE A9.20 D3 Sim A9.20 C3 Sim A9.20 C3 Sim A9.20 D3 Sim D A6.10 C8 Sim (VERIFY R.O. W/ MANUF.)4' - 5"4' - 9 1/4"(VERIFY R.O. W/ MANUF.)5' - 2"3' - 0 3/4"TYPICAL ROOF CONSTRUCTION STANDING SEAM SCHEDULED CEILING 5/8" GYP. BD. WOOD TRUSS CONTINUOUS R39 INSULATION ACCENT LIGHT FIXTURE REFER TO ELECTRICAL DOCUMENTS WINDOW FILM, TYPICAL Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:12 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA6.11 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA WALL SECTION Issued for Bid 1/2" = 1'-0" WALL SECTIONH8 1/2" = 1'-0" WALL SECTIONH6 1/2" = 1'-0" WALL SECTIONH3 1/2" = 1'-0" WALL SECTIONH10 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" E D H9 A6.12 A2.04 H10 A2.04 H5 TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF ROOF DRAIN STEEL BEAM SEE STRUCTURAL STEEL BEAM BEYOND SEE STRUCTURAL STEEL COLUMN COVER BEYOND SEE PLAN DETAIL /H9 A6.30 DOWNSPOUT CONNECT WITH STORMWATER DRAINAGE 6' - 11"3 1/2"1' - 0"9' - 0"WALL TYPE A1 WALL TYPE A WALL TYPE B5 TYPICAL ROOF CONSTRUCTION STANDING SEAM SNOWGUARDS 9' - 10 7/8"VARIESGRADEPVC TRIM BOARD AND PANEL PVC ACCENT TRIM STONE BASE VENEER PNEUMATIC SYSTEM TUBE 7' - 10 41/64"1ST FLOOR 0' -0" T.O. PLATE 9' -0" 1.5 3.5H5 A6.12 A2.04 H10 SIM STEEL BEAM SEE STRUCTURAL STEEL BEAM BEYOND SEE STRUCTURAL COLUMN COVER BEYOND SEE PLAN DETAIL DOWNSPOUT PVC TRIM BOARD AND PANEL PVC ACCENT TRIM STONE BASE VENEER1' - 1 5/8"9' - 10 7/8"VARIESGRADEROOF DRAIN WALL SECTION LEGEND WALL TYPE A1 - STONE BASE ON BRICK VENEER - STONE BASE VENEER - MORTAR SETTING BED - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF - EPDM FULLY ADHERED ROOF SYSTEM - TAPERED ROOF INSULATION - 1/4" IN 12" SLOPE - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS TYPICAL ROOF CONSTRUCTION STANDING SEAM - STANDING SEAM ROOF ( SEE ROOF PLAN FOR TYPE AND COLOR) - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF - PLYWOOD ROOF SHEATHING SEE STRUCTURAL DRAWINGS - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS WALL TYPE C - FLAT PVC SIDING - FLAT PVC SIDING (JOINTS?) - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE A - BRICK VENEER - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR VAPOR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B1 - STONE BASE ON LAP SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE C1 - STONE BASE ON FLAT PVC SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X4 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B2 - FIBER CEMENT LAP SIDING SAME AS WALL TYPE B BUT WD STUDS WILL BE 2X8 @ 16" O.C. WALL TYPE B3 - STONE BASE ON LAP SIDING SAME AS WALL TYPE B1 BUT WD STUDS WILL BE 2X8 @ 16" O.C. ROOF SECTION LEGEND WALL TYPE C 3- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X4 @ 16" OC. WALL TYPE C 4- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X8 @ 16" OC. Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:13 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA6.12 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA WALL SECTIONS Issued for Bid 1/2" = 1'-0" WALL SECTION @ CANOPYH51/2" = 1'-0" WALL SECTION @ CANOPYH9 1 01/15/2021 Issued For Bid PPPP1 WALL TYPE A - BRICK VENEER - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR VAPOR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - BRICK TIES D 11 1/2"11 1/2"9 1/2"2"2" 9 1/2" STEEL BOLLARD SEE CIVIL DRAWINGS WALL TYPE B2 - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 3/4" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH- - - - - - - - BRICK TIES PVC ACCENT TRIM 2X6 (NOMINAL) WALL TYPE A - BRICK VENEER SEE PLAN DETAIL D9 FOR COMPONENTS STEEL COLUMN SEE STRUCTURAL 2X6 WD. STUDS @ 16" O.C. D PVC ACCENT TRIM 2X4 (NOMINAL) 3STONE VENEER BELOW PNEUMATIC TUBE ENCLOSURE 1 WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - BRICK TIES ACCENT TRIM 5 1/2"5 1/2" WALL TYPE A - BRICK VENEER SEE PLAN DETAIL D9 DOWNSPOUT C A WALL TYPE B2 - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH- - - - - - - - BRICK TIES ACCENT TRIM 2X6 WALL TYPE A - BRICK VENEER SEE PLAN DETAIL D9 FOR COMPONENTS STEEL COLUMN SEE STRUCTURAL 2X6 WD. STUDS @ 16" O.C. WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - ACCENT TRIM 2X4 3 A WALL TYPE B2 - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X8 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH- - - - - - - - WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - C6-0 C2-0 A A WALL SECTION LEGEND WALL TYPE A1 - STONE BASE ON BRICK VENEER - STONE BASE VENEER - MORTAR SETTING BED - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B - FIBER CEMENT LAP SIDING - LAP SIDING - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH TYPICAL ROOF CONSTRUCTION MEMBRANE ROOF - EPDM FULLY ADHERED ROOF SYSTEM - TAPERED ROOF INSULATION - 1/4" IN 12" SLOPE - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS TYPICAL ROOF CONSTRUCTION STANDING SEAM - STANDING SEAM ROOF ( SEE ROOF PLAN FOR TYPE AND COLOR) - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF - PLYWOOD ROOF SHEATHING SEE STRUCTURAL DRAWINGS - ROOF STRUCTURE SEE STRUCTURAL DRAWINGS WALL TYPE C - FLAT PVC SIDING - FLAT PVC SIDING (JOINTS?) - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE A - BRICK VENEER - BRICK VENEER - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR VAPOR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B1 - STONE BASE ON LAP SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE C1 - STONE BASE ON FLAT PVC SIDING - STONE BASE VENEER - MORTAR SETTING BED - 1/2" CEMENT BOARD PANEL - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X4 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH WALL TYPE B2 - FIBER CEMENT LAP SIDING SAME AS WALL TYPE B BUT WD STUDS WILL BE 2X8 @ 16" O.C. WALL TYPE B3 - STONE BASE ON LAP SIDING SAME AS WALL TYPE B1 BUT WD STUDS WILL BE 2X8 @ 16" O.C. ROOF SECTION LEGEND WALL TYPE C 3- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X4 @ 16" OC. WALL TYPE C 4- FLAT PVC SIDING SAME AS TYPE C BUT WD. STUDS WILL BE 2X8 @ 16" OC. 1 D 9 1/2"2"2" 9 1/2" 11 1/2" WALL TYPE A1 - STONE BASE ON BRICK VENEER - STONE VENEER - MORTAR SETTING BED - CMU BACK UP - 1 1/4" AIR GAP - 1" RIGID INSULATION - AIR BARRIER - 1/2" PLYWOOD SHEATHING - 2X6 WD. STUDS @ 16" O.C. - R-21 BATT INSULATION BETWEEN STUDS - VAPOR BARRIER - 5/8" GYP. BD. FINISH - - - - - - - - - - - SECTION AT 8" AFF. AT STONE VENEER LEVEL BRICK TIES11 1/2"-STEEL BOLLARD, SEE CIVIL DRAWINGS E 1.5 WALL COLUMN TYPE - 1/2" PVC TRIM BOARD PANEL - 1/2" PLYWOOD SHEATHING - 2X4 WD. STUDS @ 16" O.C. MIN. - - DOWNSPOUT STEEL COLUMN SEE STRUCTURAL PLANS 1" PVC TRIM BOARD ACCENT SEALANT AT CORNERS 1/2" 1 1/4" 1" 6" 1' - 6"3 1/2"3 1/2"1/2"1/2"1 1/4"1"11 255/256"1' - 0 1/256"1"1 1/4"PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:15 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA6.30 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA COLUMN AND PLAN DETAILS Issued for Bid 1 1/2" = 1'-0" PLAN DETAIL AD9 1 1/2" = 1'-0" PLAN DETAIL BD6 1 1/2" = 1'-0" PLAN DETAIL CF9 1 1/2" = 1'-0" PLAN DETAIL DG6 1 1/2" = 1'-0" PLAN DETAIL EG4 1 1/2" = 1'-0" PLAN DETAIL A1D3 1 1/2" = 1'-0" PLAN DETAIL FH9 1 01/15/2021 Issued For Bid REF. BREAK ROOM 107 TOILET 108 TOILET 110 A7.20 B8 A7.10 A7.10 D7 D6 B7 B6 110 107A 107B C 6 B4 B3 D4 D3 D C 5 1' - 5" 1' - 6" 106 108 109 SDMRTD 36 42 18 PH JN 1ST FLOOR 0' -0" C 1ST FLOOR 0' -0" 1ST FLOOR 0' -0" 1ST FLOOR 0' -0" GENERAL NOTES - TOILET PLANS ALL CLEAR DIMENSIONS ARE TO INSIDE FACE OF FINISH. SEMI-RECESSED ACCESSORIES REQUIRE PARTIAL REMOVAL OF WALL. SEE MANUFACTURER FOR MOUNTING DEPTHS. PATCH AND REPAIR WALL AFTER INSTALLATION. PROVIDE SOLID WOOD BLOCKING AT ALL GRAB BAR LOCATIONS. ALL WOOD BLOCKING IN WALLS TO MEET ADA LOADING. UNLESS NOTED OTHERWISE ALL FIXTURES AND ACCESSORIES ARE TYPICAL IN BOTH THE MENS AND WOMENS TOILETS. 1. 2. 3. 4. 1ST FLOOR 0' -0" 1ST FLOOR 0' -0" 1ST FLOOR 0' -0" 1ST FLOOR 0' -0" C PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:18 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA7.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA ENLARGED PLANS Issued for Bid 1/4" = 1'-0" FIRST FLOOR ENLARGED TOILET PLANSD10 1/4" = 1'-0" TOILET 110 EASTD61/4" = 1'-0" TOILET 110 NORTHD7 1/4" = 1'-0" TOILET 108 EASTB61/4" = 1'-0" TOILET 108 NORTHB7 KEYNOTES - ACCESSORIES 18 18" GRAB BAR 36 36" GRAB BAR 42 42" GRAB BAR JN MOP HOLDER AND SHELF MR MIRROR PH TOILET PAPER HOLDER SD SOAP DISPENSER TD PAPER TOWEL DISPENSER 1/4" = 1'-0" TOILET 108 SOUTHB4 1/4" = 1'-0" TOILET 108 WESTB3 1/4" = 1'-0" TOILET 110 SOUTHD4 1/4" = 1'-0" TOILET 110 WESTD3 1 01/15/2021 Issued For Bid 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 107A AD 112 109 ATTIC LEVEL 10' -0" BC VB-1 AS SCHEDULED 111 1ST FLOOR 0' -0" T.O. PLATE 9' -0" B 3.5 ATTIC LEVEL 10' -0" 3 4 5' - 8"2' - 10"6' - 3 1/2"2' - 2 1/2"VB-1 AS SCHEDULED SS-1 AS SCHEDULED SIGNAGE WC-1 1ST FLOOR 0' -0" T.O. PLATE 9' -0" B ATTIC LEVEL 10' -0" 34 102 24" 20" 24"VB-1 AS SCHEDULED PL-1 AS SCHEDULED SS-1 AS SCHEDULED 2' - 10"5' - 8"WC-1WC-1 COIN MACHINE 1ST FLOOR 0' -0" T.O. PLATE 9' -0" 104 ATTIC LEVEL 10' -0" B C 102 VB-1 AS SCHEDULED 1ST FLOOR 0' -0" VB-2 AS SCHEDULED2' - 10"5' - 8"PL-2 AS SCHEDULED SEE SHEET A9.22 FOR RAKKS COUNTER SUPPORT DETAIL. 1ST FLOOR 0' -0"2' - 10"5' - 8"VB-2 AS SCHEDULED PL-2 AS SCHEDULED SEE SHEET A9.22 FOR RAKKS COUNTER SUPPORT DETAIL. 1ST FLOOR 0' -0"222 24" 34" 35" 001 24" 34" 32"VB-1 AS SCHEDULED 2' - 11" 1" 2' - 8" 5' - 8" 326 12" 30" 35" 302 12" 30" 32" 302 12" 12" 30 3/8" 2' - 6 3/8"2' - 8"1"2' - 11" 8' - 2 3/8"2' - 10"1' - 8"2' - 6"1' - 6"2' - 10"1' - 8"1' - 6"1' - 0"1' - 6"PL-1 AS SCHEDULED SS-1 AS SCHEDULED PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:21 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA7.20 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA INTERIOR ELEVATIONS Issued for Bid 1/4" = 1'-0" BANK EASTE51/4" = 1'-0" BANK NORTHE9 1/4" = 1'-0" BANK SOUTHH9 1/4" = 1'-0" BANK WESTH5 1/4" = 1'-0" NORTH -WORK ROOM ELEVATIONB31/4" = 1'-0" EAST -WORK ROOM ELEVATIONB51/4" = 1'-0" BREAK ROOM SOUTHB8 1 01/15/2021 Issued For Bid REFER TO SCHEDULESCHEDULE REFER TO REFER TO SCHEDULESCHEDULE REFER TO FGF 2"REFER TO SCHEDULE2" SCHEDULE REFER TO 2" HM-1 2"REFER TO SCHEDULE2" SCHEDULE REFER TO 2" HM-2 ALUMINUM STOREFRONT FRAME GYP. BD. PER WALL TYPE EACH SIDE DOOR PER SCHEDULE SEALANT AROUND PERIMETER, BOTH SIDES, TYP. STEEL STUD BOX HEADER: (2) 3 5/8" AT <= 3'-0" OPENING; (2) 6" >3'-0" OPENING. "J" MOULD AROUND PERIMETER, BOTH SIDES, TYP. ALUMINUM STOREFRONT FRAME GYP. BD. PER WALL TYPE EACH SIDE SEALANT AROUND PERIMETER, BOTH SIDES, TYP. DOUBLE JAMB STUDS DOOR PER SCHEDULE "J" MOULD AROUND PERIMETER, BOTH SIDES, TYP. HEAD JAMB FOR WALL TYPE REER TO PLAN FOR WALL TYPEREFER TO PLAN6" METAL STUDS ALUMIMUM FRAME WALL TYPE AS INDICATED DOOR SEALANT ALL AROUND, TYP. PROVIDE BLOCKING AND SHIM HEAD DOOR RAIL SUPPORT JAMB DOOR FRAME AND RAIL ABOVE ALUMINUM FRAME GLASS DOOR GLASS ACOUSTICAL CEILING AS SCHEDULED VARIESHOLLOW METAL FRAME PAINT FRAME ANCHOR DOOR SEALANT, TYP. BOTH SIDES METAL STUD WALL TYPE AS INDICATED JAMB VARIES HOLLOW METAL FRAME WALL TYPE AS INDICATED DOOR SEALANT ALL AROUND, TYP. METAL STUD FRAME HEADER HEAD 8' - 6"3' - 6"4' - 0"1' - 0"3' - 6"4' - 0"1' - 0"8' - 6"8' - 6"3' - 6"4' - 0"1' - 0"100B HEAT TREATED CASING RETAINER CLIP WITH TA08 STEEL CASING. WALL TYPE AS INDICATED. DOOR AS SCHEDULED. METAL STUD FRAME HEADER.AS SCHEDULED1/2"PREFINISHED KNOCKDOWN POCKET DOOR HEADER. BLOCKING AS REQUIRED. VARIES FLAT STUD FRAMING AS REQUIRED AT POCKET DOOR RECESS DOOR METAL STUD WALL TYPE AS INDICATED AS SCHEDULED 1/2" HEAT TREATED CASING RETAINER CLIP WITH TA08 STEEL CASING PREFINISHED KNOCKDOWN POCKET DOOR FRAME PREFINISHED KNOCKDOWN POCKET DOOR INVERTED STOPVARIESDOOR HARDWARE INSTALLATION DIMENSIONS ALL DIMENSIONS NOTED ARE TAKEN FROM FINISH FLOOR TO CENTER LINE OF DEVICE. ALL DIMENSIONS NOTED TO THE RIGHT ARE RECOMMENDED MANUFACTURE STANDARDS THAT MEET ANSI AND ADA REQUIREMENTS. DIMENSIONS TO THE RIGHT ARE INDUSTRY STANDARDS, ANY CONFLICTS BETWEEN ARCHITECTURAL DETAILS WITHIN DOCUMENTS, AND INDUSTRY STANDARD DIMENSIONS ARE TO BE REVIEWED WITH ARCHITECT PRIOR TO HARDWARE INSTALLATION. * PUSH PLATE - 45" TO CENTERLINE * DOOR PULL - 42" TO CENTERLINE * EXIT DEVICE - 41" TO CENTERLINE OF TOUCH BAR * KNOBS AND LEVERS - 38" TO 42" TO CENTERLINE OF DEVICE * DEAD LOCK - 48" TO CENTERLINE * PANIC DEVICE - 42" TO CENTERLINE GENERAL NOTES - DOORS 1. ALL HARDWARE SPECIFIED PER CORBIN RUSSWIN ML2000 SERIES. MATT BLACK FINISH, INTERCHANGABLE CORES. PROVIDE ANTIMICROBIAL FINISH. 2. WALL BUMPERS AS NOTED IN SPEC. 3. LEVER HANDLES AND HINGES AS NOTED IN SPEC. DOOR HARDWARE SETS 1 2 3 4 5 6 7 8 9 BALL BEARING HINGES, ALUMINUM THRESHOLD, WEATHER SEAL, PUSH PLATE AND ADA AUTO DOOR OPENER, PUSH / PULL, ENTRANCE LOCK, DOOR SILENCERS, POWER TRANSFER BALL BEARING HINGES, ALUMINUM THRESHOLD, WEATHER SEAL, PUSH PLATE AND ADA AUTO DOOR OPENER, PUSH / PULL, PASSAGE SET, DOOR SILENCERS, POWER TRANSFER BALL BEARING HINGES, FLOOR STOP, PASSAGE SET, DOOR SILENCERS SLIDING DOOR HARDWARE, PULLS BOTH SIDES, FLOOR TRACK BALL BEARING HINGES, FLOOR STOP, CIPHER LOCK, DOOR SILENCERS BALL BEARING HINGES, CLOSURE, PRIVACY LOCK WITH OCCUPANCY INDICATOR, EXIT ONLY LOCK , DOOR SILENCERS BALL BEARING HINGES, CLOSURE, ALUMINUM THRESHOLD, WEATHER SEAL, EXIT ONLY LOCK (NO EXTERIOR HARDWARE), DOOR SILENCERS POCKET DOOR HARDWARE BALL BEARING HINGES, FLOOR STOP, STORAGE LOCK, DOOR SILENCERS PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:23 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA9.10 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA DOOR SCHEDULES, ELEVATIONS, & DETAILS Issued for Bid DOOR AND FRAME SCHEDULE ROOM NAME DOOR NUMBERRATINGS DOOR FRAME HARDWARE REMARKS FIRE RATING DOOR LABELSIZE DESCRIPTION DESCRIPTION DETAILS SET # OPENING WIDTH HEIGHT TYPE - PANEL 1 MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SPECIAL1ST FLOOR VESTIBULE 100A 3' - 0" 7' - 5" FG ALUMINUM ANODIZED 6 ALUMINUM ANODIZED H8 H8 1 AUTOMATIC DOOR OPENER / PUSH PADS VESTIBULE 100B 3' - 0" 7' - 5" FG ALUMINUM ANODIZED 5 ALUMINUM ANODIZED H8 H8 2 AUTOMATIC DOOR OPENER / PUSH PADS CONFERENCE ROOM 102 3' - 0" 7' - 0" FG ALUMINUM ANODIZED 8 ALUMINUM ANODIZED H8 H8 3 BANK LOBBY 103 3' - 0" 7' - 0" BD ALUMINUM ANODIZED 7 ALUMINUM ANODIZED H4 H4 4 SLIDING DOOR WORK ROOM 104 3' - 0" 7' - 0" F WOOD STAIN HM-1 HM PAINTED H10 H10 5 PUSH BUTTON LOCK JANITOR 106 3' - 0" 7' - 0" F WOOD STAIN HM-1 HM PAINTED H10 H10 9 BREAK ROOM 107A 3' - 0" 7' - 0" F WOOD STAIN HM-1 HM PAINTED H10 H10 5 PUSH BUTTON LOCK BREAK ROOM 107B 3' - 0" 7' - 0" F HM PAINTED HM-1 HM PAINTED H10 H10 6 TOILET 108 3' - 0" 7' - 0" F WOOD STAIN HM-1 HM PAINTED H10 H10 7 VESTIBULE 109 3' - 0" 7' - 0" F WOOD STAIN HM-2 HM PAINTED H6 F6 8 POCKET DOOR ; 3'-2" WIDE LEAF TOILET 110 3' - 0" 7' - 0" F WOOD STAIN HM-1 HM PAINTED H10 H10 7 OFFICE-2 111 3' - 0" 7' - 0" BD ALUMINUM ANODIZED 4 ALUMINUM ANODIZED H4 H4 4 SLIDING DOOR OFFICE-3 112 3' - 0" 7' - 0" BD ALUMINUM ANODIZED 3 ALUMINUM ANODIZED H4 H4 4 SLIDING DOOR 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" DOOR FRAMES 1 1/2" = 1'-0" ALUM DOORH8 1 1/2" = 1'-0" SLIDING DOOR / STEEL STUDH41 1/2" = 1'-0" HM DOOR STEEL STUDH10 6125 7 8 ALUMINUM FRAMES 1/4" = 1'-0" 1 1/2" = 1'-0" POCKET DOOR HEADF6 1 1/2" = 1'-0" POCKET DOOR JAMB & INVERTED STOPH6 , 3,4 1 01/15/2021 Issued For Bid 2"X1 1/4" PVC TRIM (2) 2X6 WOOD PLATES WALL TYPE C INTERIOR WD. TRIM SCHEDULED WINDOW 3/4" THICK PVC TRIM METAL FLASHING W/ DRIP EDGE WD. BLOCKING 1/2" THICK PVC TRIM T.O. PLATE 9' -0" 2 1/4"X1 1/4" PVC TRIM WD. STUDS WALL TYPE C (2)2X6 WD. HEADER W/ 1/2" PLYWOOD SPACER CONT. SEALANT AND BACKER ROD METAL FLASHING INTERIOR WD. TRIM SCHEDULED WINDOW 1 1/2 "X6 1/2" CEMENT BOARD ACCENT TRIM 1 1/2"1/2"6 1/2"SCHEDULED CEILING 3' - 0"1' - 4"3' - 10"5' - 2"T.O. PLATE 9' -0" C 2' - 5" 4 1/2" 2' - 5" 4 1/2" 2' - 5" ROOF FRAMING PLAN 116' -4"5' - 2"CC T.O. PLATE 9' -0" ATTIC LEVEL 10' -0"ROOF FRAMING PLAN 116' -4" T.O. PLATE 2 123' -8" T.O. PLATE 3 120' -10" MEZZANINE FRAMING PLAN 117' -7" T.O. CANOPY FRAMING 117' -11 1/4"T.O. CANOPY STEEL 117' -1" CCC D D D 5' - 2"4' - 9 1/4"4' - 5"2' - 5"4 1/2"2' - 5"4 1/2"2' - 5" T.O. PLATE 9' -0" C 2' - 5" 4 1/2" 2' - 5" 4 1/2" 2' - 5"ATTIC LEVEL 10' -0"ROOF FRAMING PLAN 116' -4" T.O. PLATE 3 120' -10" MEZZANINE FRAMING PLAN 117' -7" CC 5' - 2"3' - 6"1' - 4"5' - 4"6' - 8"D8 A9.20 C8 A9.20 C10 A9.20 2' - 5"5' - 2"2' - 5"4' - 5"T.O. PLATE 9' -0" 1 ATTIC LEVEL 10' -0" D WINDOW INTERIOR WD. TRIM WOOD BLOCKING SEALANT ALL AROUND STONE PANEL BEYOND SHIM WINDOW WALL TYPE B - FIBER CEMENT LAP SIDING INTERIOR WD. TRIM SEALANT AND BACKER ROD SHIM ACCENT TRIM T.O. PLATE 9' -0" D PROVIDE LINTEL SEE STRUCTURAL WINDOW WALL TYPE A - BRICK VENEER INTERIOR WD. TRIM WEEPS @ 16" O.C. (3) 2X6 WD. HEADER METAL FLASHING 1X PVC TRIM 1/2X2 1/4 PVC TRIM 2X6 1/2 PVC TRIM 6 1/2"7"2 1/4"1 1/4" 1/4" 1/2" D WINDOW WALL TYPE A - BRICK VENEER INTERIOR WD. TRIM SEALANT AND BACKER ROD SHIM FLASHING 1/2X3 PVC TRIM 1/2X1 PVC TRIM 3 1/8"1/2" 1/2" 3/4" PLYWOOD 4"X1 1/2" CEMENT BOARD ACCENT TRIM BEYOND (2) 2X6 WOOD PLATES WALL TYPE C4 INTERIOR WD. TRIM SCHEDULED WINDOW METAL FLASHING W/ DRIP EDGE WD. BLOCKING 6 1/2"1/2" (4) 2X8 WD HEADERS W/ PLYWOOD IN BETWEEN WD. STUDS WALL TYPE B2 (2)2X8 WD. HEADER W/ 1/2" PLYWOOD SPACER CONT. SEALANT AND BACKER ROD METAL FLASHING INTERIOR WD. TRIM SCHEDULED WINDOW PVC ACCENT TRIM SCHEDULED CEILING 8 1/2"3/4" 1 3/4" 2 3/4"1 1/4"WINDOW WALL TYPE B - FIBER CEMENT LAP SIDING INTERIOR WD. TRIM SEALANT AND BACKER ROD SHIM ACCENT TRIM PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:26 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA9.20 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA WINDOW SCHEDULE, ELEVATIONS, & DETAILS Issued for Bid 1 1/2" = 1'-0" DETAILD3 1 1/2" = 1'-0" DETAILC3 A WF-1 WF-3WF-2 B 1/4" = 1'-0" Window Frame ElevationsH51/4" = 1'-0" WINDOW TYPES ELEVATIONH9 C D 1 1/2" = 1'-0" HEAD DETAIL A1C61 1/2" = 1'-0" JAMB DETAIL AC10 1 1/2" = 1'-0" JAMB DETAIL BD10 1 1/2" = 1'-0" HEAD DETAIL AC8 1 1/2" = 1'-0" SILL DETAIL AD8 1 1/2" = 1'-0" SILL DETAIL CF5 1 1/2" = 1'-0" HEAD DETAIL CD5 1 1/2" = 1'-0" JAMB DETAIL CF10 1 01/15/2021 Issued For Bid CASEWORK DESIGN SERIES KEY CABINET DEPTH (IN INCHES) 301 CASEWORK DESIGN SERIES NUMBER (CDS #) 30" COUNTER / UPPER CABINET HEIGHT (IN INCHES) CABINET WIDTH (IN INCHES) 24" 36" NOTE MODIFIER NOTATION XX FINISH NOTATION CSD-A COUNTER SURFACE DETAIL BLOCKING WITHIN WALL TYPICAL ELEVATION SECTION2' - 3" MIN.MIN. 8" MAX. 6"MIN.9"FINISHED PANEL BEYOND (COUNTER)HEIGHTREMOVABLE PANEL ON 'Z' CLIPS WIDTH FIXED PANEL PULL HARDWARE ADJUSTABLE SHELF HINGED DOORS(COUNTER)HEIGHTDEPTHWIDTH 3"4"BLOCKING WITHIN WALL, TYPICAL 1/4"Ø HOLES AT 1-1/2" O.C. FOR ADJUSTABLE SHELVING PINS ELEVATION SECTION PULL HARDWARE ADJUSTABLE SHELF HINGED DOORS(COUNTER)HEIGHTDEPTHWIDTH 3"4"BLOCKING WITHIN WALL, TYPICAL 1/4"Ø HOLES AT 1-1/2" O.C. FOR ADJUSTABLE SHELVING PINS ELEVATION SECTION WIDTH BLOCKING WITHIN WALL, TYPICAL ELEVATION SECTIONHEIGHTPULL HARDWARE ADJUSTABLE SHELVES HINGED DOOR 1/4"Ø HOLES AT 1-1/2" O.C. FOR ADJUSTABLE SHELVING PINS UNDERCABINET LIGHTING LOCATION DEPTH WIDTH BLOCKING WITHIN WALL, TYPICAL ELEVATION SECTIONHEIGHTPULL HARDWARE HINGED DOOR UNDERCABINET LIGHTING LOCATION DEPTH 4"1 1/2"2' - 1" U.O.N. CLEAR SILICONE CAULK PLASTIC LAMINATE - SQUARE EDGE CDS-A CLEAR SILICONE CAULK PLASTIC LAMINATE - POST FORM EDGE CDS-B4"2' - 1" U.O.N.1 1/2"CLEAR SILICONE CAULK SOLID SURFACE - DRIP EDGE CDS-E 2' - 1" U.O.N.4"1/2"1 1/2"3MM EDGE BANDING CLEAR SILICONE CAULK SOLID SURFACE - SOFT ROLL EDGE CDS-D 2' - 1" U.O.N.4"1 1/2"1 1/2"2' - 1" U.O.N. CLEAR SILICONE CAULK PLASTIC LAMINATE - SQUARE EDGE CDS-C 3MM EDGE BANDING RAISED AT ALL OPEN EDGES WIDTH BLOCKING WITHIN WALL, TYPICAL ELEVATION SECTIONHEIGHTPULL HARDWARE HINGED DOOR UNDERCABINET LIGHTING LOCATION DEPTH 1ST FLOOR 0' -0" CONCEALED "RAKKS COUNTER SUPPORT SYSTEM",48" O.C. MAX. VB-1 AS SCHEDULED PL-2 AS SCHEDULED 2' - 10"PROJECT NORTH Drawing Number Project No: Project Designer: Seals Project Client/ Contractor Production Leader: Project Manager: Project Architect: Peer Reviewer: Drawing Title DescriptionDateNo. Issues / Revisions 8 F G H E D C B A F G H E D C B A 910 7 6 5 4 3 2 1 8910 7 6 5 4 3 2 1 Project Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc © 2020 Tecton Architects | pc 1/13/2021 1:57:27 PMC:\Users\JimB\Documents\WFS02AR_R20_Arch_JimB.rvtA9.22 South Windsor Branch 176 DEMING STREET SOUTH WINDSOR, CT Windsor Federal Savings KM WFS-02-AR 250 Broad Street Windsor, CT 06095 GB JW JB RA CASEWORK ELEVATIONS AND DETAILS Issued for Bid 1/2" = 1'-0" CDS #001 - ADA SINK VALANCEH61/2" = 1'-0" CDS #102 - BASE CABINET DOUBLE DOORH9 1/2" = 1'-0" CDS #222 - BASE CABINET DOUBLE DOOR, DOUBLE DRAWERSF61/2" = 1'-0" CDS #302 - WALL CABINET DOUBLE DOORF9 1/2" = 1'-0" CDS #326 - WALL CABINET DOUBLE DOOR PARTIAL OPEND9 1" = 1'-0" COUNTER SURFACE DETAILSH3 1/2" = 1'-0" CDS #302 - WALL CABINET DOUBLE DOORD6 1/4" = 1'-0" RAKKS DETAILD3 1 01/15/2021 Issued For Bid Signature of Owner Date:&d3 Date:1/3/4i CHANGE:(Describe location and nature of change.Include Four (4)copies of plan/profile of Change.) improve location of northern most 100 linear feet of retaining wall further west from the property line along Buckland Road.Revise accompanying landscaped area to adjust previously proposed landscaped areas and propose additional climbing vines in areas of reduced distance between wall and back of curb. Signature of Design Reason for Change:(Why is change required) Improve construction access for retaining wall and eliminate potential for underground wall bracing to cross property line into town right~of-way.Curb stops are not proposed in parking spaces along revised section of wall to reduce vehicular and pedestrian conflict with vehicles pushed back into drive aisle,as well as allow for proper snow removal and maintenance at base of retaining wall. APPROVALS:(As Required) Dir.Of Planning [)4 Date:J 3 91 Town Engineer‘..,,,..Date:2/Z Dir.of Public Wor Date: Other:Date: STAFF COMMENTS curb,,S+Q:r)S arc shown on Volga/glen) White —Town Engineer Yellow -Applicant Pink ~Director of Planning 'Anj TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE Ex SUBDIVISION GENERAL:Ben Wheeler CHANGE ORDER CONTACT PERSON DeSign Professiona's,lnC-phone No.860-291-8755 AddreSS 21 Jeffrey Drive South Windsor,CI'06074 site Name Windsor Federal;176 Deming Street P&Z NO .20—30P Owner Windsor Federal Savings and Loan Association Phone No .860-298—1444 Contra ctor Paganelli Construction Corp.ma PLANNING DEPAHTMENI May 27,2022 Géorge Hermann Windsor Federal Savings &Loan Association 250 Broad Street Windsor,CT 06095 Doar Mr.Hermann: Re:Appl.20—30P)Stormwater,E&S and Landscaping Bond I am pleased to advise you that the South Windsor Flaming and Zoning Commission,at its Regular Meeting on May 24,2022,voted to release the following bonds: Appl.20-30P,Windsor Federal Storrnwater Bond in the amount of $10,000 to be reduced by $10,000 to leave a balance of zerot Appl.20—30P,Windsor Federal E&S Bond in the amount of $10,000 to be reduced by $1 0,000 to leave a balance of zero. Applt 20—30P,Windsor Federal Landscaping Bond in the amount of $4,000 to be reduced by $4,000 to leave a balance of zero. In accordance with our policy for releasing Letters of Credit,advance arrangements must be made to release and amend any and all current letters of credit.Please contact us promptly to make this arrangement at 860—644—2511 ext.2329. Very truly yours, WMWW?abgaéa Michele M.Lipe Director of Planning MML/cgo é 9% 15M)SuHivan Avenue.Snuth Windsur,CT MUM E Tel (8E0)hid-2511 Ext 32H l Manning@SuuthWindsnreClyov