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HomeMy WebLinkAbout20-41P One Buckland Center Site Plan Modification20992335-v1 July 27, 2020 Bart Pacekonis, Chairman South Windsor Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Re: Site Plan of Development Modification Application for One Buckland Center, LLC, 1 and 25 Buckland Road, South Windsor, Connecticut Dear Chairman Pacekonis and Commission Members: Please find attached the Application Form, the Site Plan Modification prepared by Design Professionals and the traffic report by James Bubaris P.C. This proposal, if approved, will allow a new access point across the existing median for the traffic heading northbound on Buckland Road to make a safe signalized left turn directly into One Buckland Center’s redesigned driveway entrance. This proposal will reduce traffic congestion and increase safety because it will eliminate illegal U-turns that now occur at the southerly entrance to Evergreen Walk. It will also make One Buckland Center more attractive to high-end tenants at this important gateway to South Windsor. We look forward to presenting this application to you on August 18, 2020. Thank you for your consideration. Sincerely, Brian R. Smith Attorney for the Owner/Applicant, One Buckland Center LLC BRS/ncc cc: Michelle M. Lipe, AICP, Director of Planning BRIAN R.SMITH 280 Trumbull Street Hartford, CT 06103-3597 Main (860) 275-8200 Fax (860) 275-8299 bsmith@rc.com Direct (860) 275-8224 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 G:\jobs\1831\Docs\Applications\P&Z - Traffic Signal\1831 - 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 July 27, 2020 Re: Planning & Zoning Application – Site Plan Modification 1 & 25 Buckland Road, South Windsor, CT 06074 Dear Abutting Property Owner: 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 Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 15400031 31 BUCKLAND HILLS DRIVE LOWES HOME CENTERS INC PO BOX 1000 MOORESVILLE NC 28115- 0000 15300179 179 BUCKLAND ROAD CURRENT RESIDENT 555 MAIN STREET MANCHESTER CT 06040- 0000 31300800 800 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 31300100 100 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 17850100 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 11995 EL CAMINO REAL SAN DIEGO CA 92130- 0000 89302800 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 16435 N SCOTTSDALE RD STE 320 SCOTTSDALE AZ 85254- 0000 89300035 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 2650 THOUSAND OAKS BLVD MEMPHIS TN 38118- 0000 31300000 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 2650 THOUSAND OAKS #2200 MEMPHIS TN 38118- 0000 89302400 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 16435 N SCOTTSDALE RD STE 320 SCOTTSDALE AZ 85254- 0000 31300000 EVERGREEN WALK CURRENT RESIDENT SOUTH WINDSOR CT 06074- 0000 17850100 100 CEDAR AVENUE CURRENT RESIDENT 0 54651000 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 405 ROTHROCK RD SUITE B102 COPLEY OH 44321- 0000 54651200 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 4520 EVERHARD ROAD #147 CANTON OH 44718- 0000 3200050 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 145 HUDSON ST STE 6C NEW YORK NY 10013- 0000 41350900 900 HEMLOCK AVENUE CURRENT RESIDENT 7101 SOUTH 82ND STREET LINCOLN NE 06074- 0000 41350900 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT COMMUNITY 7101 SOUTH 82ND STREET LINCOLN NE 68516- 0000 83700285 285 SMITH STREET DOWNEAST ASSOCIATES LIMITED PART PO BOX 7019 INDIANAPOLIS IN 46207- 0000 83700383 383 SMITH STREET GANCARZ RICHARD & IRENE 383 SMITH STREET SOUTH WINDSOR CT 06074- 0000 80500031 31 BUCKLAND HILLS DRIVE LOWES HOME CENTERS INC ATTN TAX DEPT PO BOX 1111 NORTH WILKESBORO NC 28659-0000 80000350 350 BUCKLAND STREET HINES SUDDEN SERVICE INC 31 TOWN LINE RD WETHERSFIELD CT 06109-0000 458501524 1524 PLEASANT VALLEY RD PLAZA AT BUCKLAND HILLS LLC PO BOX 7019 INDIANAPOLIS IN 46204-0000 ONE BUCKLAND CENTER SITE PLAN MODIFICATION DIRECT ABUTTERS - 1 & 25 BUCKLAND ROAD, SOUTH WINDSOR, CT TOWN OF SOUTH WINDSOR, CONNECTICUT TOWN OF MANCHESTER, CONNECTICUT 500' ABUTTER LINE SMITH STREET PLEAS A N T V A L L E Y R O A D BUCKLAND HILLS DRIVETOWN O F S O U T H W I N D S O R TOWN O F M A N C H E S T E R BUCKLAND ROADBUCKLAND STREET©···esignrofessionalsesign rofessionals· · · esign rofessionals 179 BUCKLAND ROAD CURRENT RESIDENT 15300179 800 EVERGREEN WAY CURRENT RESIDENT 31300800 100 EVERGREEN WAY CURRENT RESIDENT 31300100 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 EVERGREEN WALK CURRENT RESIDENT 31300000 100 CEDAR AVENUE CURRENT RESIDENT 17850100 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 03200050 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT COMMUNITY 41350900 345 SMITH STREET BEAUPRE GENE N 83700345 357 SMITH STREET BOUTIN EMIL J & LUCILLE 83700357 285 SMITH STREET DOWNEAST ASSOCIATES LIMITED PART 83700285 367 SMITH STREET DOWNEAST ASSOCIATES LTD PARTNERS 83700367 22 WHEELER ROAD DOWNEAST ASSOCIATES LTD PRTNSHP 93900022 377 SMITH STREET DUFOUR CLAIRE 83700377 383 SMITH STREET GANCARZ RICHARD & IRENE 83700383 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 15400031 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 080500031 350 BUCKLAND STREET HINES SUDDEN SERVICE INC 080000350 1524 PLEASANT VALLEY ROAD PLAZA AT BUCKLAND HILLS LLC 458501524 ©···esignrofessionalsScale: 1" = 20' R.O.W. IMPROVEMENT VIEW 11 Scale: 1" = 20' R.O.W. IMPROVEMENT VIEW 22 “ ” · ·” ·“” · · ·©···esignrofessionals ©···esignrofessionals6"PROCESSED AGGREGATE BASE D D D D esignrofessionals©····· · · ‘BUbarISiEE-rraff“James G.Bubarig PE ASSOCWATES PnnCIpal Planning o Engineering o Design July 23,2020 Mr.Scott Leonard One Buckland Center PO Box 799 Rocky Hili,CT 06067 Re:Evaluation of Improved Access ProvisionsOneBucklandCenter South Windsor,Connecticut Dear Mr.Leonard: We understand that you are proceeding with an application to the Town of SouthWindsorPlanningandZoningCommissionforconsiderationofimprovedaccessprovisionsforthesubjectdevelopment. Per your request,we are transmitting herewith our latest version of ourEvaluationofImprovedAccessProvisions,dated December 30,2019,for youruseasyoudeemappropriateinthispursuit. Please note that we continue to recommend as stated therein that significant.safe and efficient access improvements can be afforded through the provision ofadedicatedsignalizedleft-turn lane at a new median break to be made directlyoppositethesitedriveservingthisdevelopment,without adversely impactingtrafficoperationsonBucklandRoad. Please let us know if you have any questions or if you require additionalinformationregardingthismatter. mumlmrmn, Vfce&.as U ‘wcof-'-~u-.50/>"r,CON/V 0%Very Bubarls truly Trafficyours,Assomates _ James G.Bubaris,P.E. Conn.Reg.No.9203 Principal Cc: Mr.Brian R.Smith,Esq.Robinson &Cole,LLP Mr.Benjamin P.Wheeler,PLA Design Professionals,LLC PO Box 4250 o Wallingford,CT 06492 o Phone:203265—8086 a Cell:203-6064742oJimBuban’s@hotmail.com O O¢«8 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:7/28/20 TO:Michael Maniscalco,Michael Gantick,Walter Summers,Jeff Doolittle Ray Favreau,Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent StetsonFROM:Michele Lipe,AICP,Director of Flaming The Planning &Engineering Departments have received plans for the following projects: Appl 20-41P,One Buckland Plaza Site Plan Modification Location:l Buckland Road Add a northbound turn lane to provide access to the commercialProjectDescription:properties Future Town-owned property involved?&Yes D No E new street(s)D new detention area B new open space/recreation area D active Bpassive Planning Department notes: New turn land and signal to be owned,maintained by TOSW Please comment by 8/2 1/20 and return to the Planning Department. &Site Plan E Subdivision No.Acres 2 Zone RC D Industrial &Commercial B Residential No.Lots/Units Water:&Public D Private Well Sewerage:B Public @ Septic System Mem randum The following items have been added to the applications to be officially received for July 28,2020: Appl.20-41P,One Buckland Center LLC -request for a site plan modification to allow theadditionofaleft-tum lane through the existing median on Buckland Road to access property at l Buckland Road,RC zone To:Planning &Zoning Commissioners From:Michele M.Lipe,AICP,Director ofPlanning Date:July 27,2020 RE:Addendum to Agenda 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR.CT 06074 TELEPHONE (860)644‘2511 July 28,2020 Joseph V.Camposeo,Town Clerk Town of Manchester 41 Center Street Manchester,CT 06040 Dear Mr.Camposeo: Re:Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regardingPlanning&Zoning Commission applications that could affect the abutting town,we hereby notify youoftheapplicationsubmittedbyOneBucklandCenterLLC. Appl.20-41P,One Buckland Center LLC -request for a site plan modification to allow the addition ofaleft-turn lane through the existing median on Buckland Road to access property at 1 Buckland Road,RC zone lf you have any question,please contact the Planning Department at 860~644-25 l 1,Ext.252. Very truly yours, Michele M.1 ,P,Director of Planning MML/llz .<m..xmiw,%§,Umm_mzvvmOmmmQOZbFm._ZO.>cmcw4..m.memogax/rm”mO>UEnm0§mz_ml%§§.m mu ~_H...,... Zm§‘53lm".w£::?’tr"‘$Wmkmmmunnmw2%w ZS BUCKLAND ROAD i0I0,472 GSF ‘r 1.2 r‘a il wasML-fuihh £5!y mL§h§h§liiE 3 g§§iéa§g!O _~I _j :| -i .O mow mpunvmEN'rvxEwz 0340 -Za HEIEE l HE!!! in Eigg aa§ g c—sK1 ‘ E—) #D 500' ABUTTER LINE SMITH STREET PLEAS A N T V A L L E Y R O A D BUCKLAND HILLS DRIVETOWN O F S O U T H W I N D S O R TOWN O F M A N C H E S T E R BUCKLAND ROADBUCKLAND STREET©···esignrofessionalsesign rofessionals· · · esign rofessionals 179 BUCKLAND ROAD CURRENT RESIDENT 15300179 800 EVERGREEN WAY CURRENT RESIDENT 31300800 100 EVERGREEN WAY CURRENT RESIDENT 31300100 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 EVERGREEN WALK CURRENT RESIDENT 31300000 100 CEDAR AVENUE CURRENT RESIDENT 17850100 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 03200050 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT COMMUNITY 41350900 345 SMITH STREET BEAUPRE GENE N 83700345 357 SMITH STREET BOUTIN EMIL J & LUCILLE 83700357 285 SMITH STREET DOWNEAST ASSOCIATES LIMITED PART 83700285 367 SMITH STREET DOWNEAST ASSOCIATES LTD PARTNERS 83700367 22 WHEELER ROAD DOWNEAST ASSOCIATES LTD PRTNSHP 93900022 377 SMITH STREET DUFOUR CLAIRE 83700377 383 SMITH STREET GANCARZ RICHARD & IRENE 83700383 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 15400031 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 080500031 350 BUCKLAND STREET HINES SUDDEN SERVICE INC 080000350 1524 PLEASANT VALLEY ROAD PLAZA AT BUCKLAND HILLS LLC 458501524 ©···esignrofessionalsScale: 1" = 20' R.O.W. IMPROVEMENT VIEW 11 Scale: 1" = 20' R.O.W. IMPROVEMENT VIEW 22 Scale: 1" = 20' PARKING LOT GRADING3 “ ” · ·” ·“” · · ·©···esignrofessionals ©···esignrofessionals6"PROCESSED AGGREGATE BASE D D D D esignrofessionals©····· · · 500' ABUTTER LINE SMITH STREET PLEAS A N T V A L L E Y R O A D BUCKLAND HILLS DRIVETOWN O F S O U T H W I N D S O R TOWN O F M A N C H E S T E R BUCKLAND ROADBUCKLAND STREET©···esignrofessionalsesign rofessionals· · · esign rofessionals 179 BUCKLAND ROAD CURRENT RESIDENT 15300179 800 EVERGREEN WAY CURRENT RESIDENT 31300800 100 EVERGREEN WAY CURRENT RESIDENT 31300100 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 EVERGREEN WALK CURRENT RESIDENT 31300000 100 CEDAR AVENUE CURRENT RESIDENT 17850100 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 03200050 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT COMMUNITY 41350900 345 SMITH STREET BEAUPRE GENE N 83700345 357 SMITH STREET BOUTIN EMIL J & LUCILLE 83700357 285 SMITH STREET DOWNEAST ASSOCIATES LIMITED PART 83700285 367 SMITH STREET DOWNEAST ASSOCIATES LTD PARTNERS 83700367 22 WHEELER ROAD DOWNEAST ASSOCIATES LTD PRTNSHP 93900022 377 SMITH STREET DUFOUR CLAIRE 83700377 383 SMITH STREET GANCARZ RICHARD & IRENE 83700383 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 15400031 31 BUCKLAND HILLS DRIVE LOWES HOME CENTER INC 080500031 350 BUCKLAND STREET HINES SUDDEN SERVICE INC 080000350 1524 PLEASANT VALLEY ROAD PLAZA AT BUCKLAND HILLS LLC 458501524 ©···esignrofessionalsScale: 1" = 20' R.O.W. IMPROVEMENT VIEW 11 Scale: 1" = 20' R.O.W. IMPROVEMENT VIEW 22 89,662 SQ. FT. (2.058 ACRES)89,662 SQ. FT. (2.058 ACRES) Frontage (FT)150 366.61 366.61 Front Yard (FT) Buckland Road 25**26.97 26.97 Front Yard (FT) Smith Street 10**11.05 11.05 Side Yard (FT) Buckland Road 15 16 16 Side Yard (FT) Smith Street 10 26.89 26.89 Building Height (FT)45 29 29 Stories 3 MAX.1 1 Impervious Coverage 60%57.43%57.78% Building Lot Coverage 25%18.08%18.08% Parking Spaces 87 87*88* Interior Landscaping 10% MIN.10.7%10.3% Front Yard 25 28.59 28.59 Side Yard 15 16 16 Parking 87 87*88* ©···esignrofessionalsScale: 1" = 20' MEDIAN AND SITE IMPROVEMENT LANDSCAPE PLAN1 Scale: 1" = 20' PARKING LOT GRADING2 “ ” · ·” ·“” · · ·©···esignrofessionals ©···esignrofessionals6"PROCESSED AGGREGATE BASE 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 DETAIL Not to Scale SOIL IMPROVEMENT DETAIL Not to Scale SHRUB & GROUNDCOVER PLANTING DETAIL D D D D esignrofessionals©····· · · 1540 SULUVAN AVENUE o SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511 September 10,2020 One Buckland Center,LLC C/O Robinson 85 Cole LLP Brian R.Smith 280 Trumbull Street Hartford,CT 06103 Dear Mr.Smith: RE:Appl.20—41P,One Buckland Center LLC —request for a site plan modiflcation to allow the addition of a left-turn lane through the existing median on Buckland Road to access property at 1 Buckland Road,RC zone Please be advised that the Public Hearing of the Planning 8r,Zoning Commission in the above referenced matter has been scheduled for Tuesday,September 22,2020 at 7:00 p.rn. This meeting Will be held online Via a WebeX Conference call.Someone must call in to represent the application.Call in information will be available when the application for this meeting is posted and will be sent to you. One 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 sign must be posted on Buckland Road by Saturday,September 12,2020. Signs can be picked up at the main entrance of the Town Hall,1540 Sullivan Avenue,in the large grey plastic drop off bin next to the main entrance doors.Please call (860)644—2511 Ext 329 if you have any questions,Monday ~Friday,8:00 a.rn.~ 4:30 p.rn. Sincerely, Lauren Zarambo Planning Department Secretary SOUTH WINDSORParks&Recreation Memo After reviewing the plans with John Caldwell,Parks Superintendent we offer the following recommendation that is in the best interest of the Town of South Windsor and the parks &recreation operation as stewards of the streetscapes known as the “Buckland Islands”. o The proposed removal of fifty feet of existing center-island to create a left hand turn into One Buckland Center heading north on Buckland Road presents an opportunity to consider improvements to the restoration after disruption.We would like to see the disturbed island completely restored with stamped concrete salvaging only the healthy trees. o Existing streetscapes comprised of trees,perennial and annual plantings in mulch beds are labor intensive,difficult to maintain and disruptive to traffic when maintenance is required.Our ultimate goalistominimizemaintenancebyreplacingplantingswithstampedconcreteatallfivecenterislandsinthe near future.All healthy trees would remain.This well-timed opportunity helps us begin this process. o ln concurrence with John Caldwell,Parks Superintendent we are comfortable with this proposal,and hopeful for agreement with the develOper. Should you have any questions,or need more information,please don’t hesitate to call. C:\Users\micheler1ipe\AppData\Loca1\Micr0soft\Wind0ws\INetCache\Content.Out100k\MWQFX0KZ\ One Buckland Center memo 9-8—2020.d0c (860)648-6355 ext.317Fax:(860)648-5048 raymond.favreau@southwindsor.org To:Michele Lipe,Director of Planning From:Ray Favreau,CPRP,Director of Parks &Recreation CC:Planning &Zoning Commission,John Caldwell,Parks Superintendent Date:9/1 1/2020 Re:One Buckland Center 4r}mm w 1H3 w z?!W WW£§I ‘aL sepmm 14,21029 Ms.Michelie Lipe,Tm PlanaerTcwn{if M Wmdsar1540$ul§ivan AvaSemi:Windsm;CT 06074 Rs OneWCmm,Lw1&25Bmndgaad wwcemmmmewwmbmmsimmmmywtmdwmmmwswmmwpmm“mmmmw$m”wmmbymmmermBmismAugmwJm.mrmafmmwmmmmtmhapmpom.mmcmtlypemimd,theTawaofMWmrWthe righttapmhibitU—nxmsattim sowhbomdappvachofmckland Shaetmdl’lwm Valley Rm Simmly, I ‘v3,RE.Town Engineer C:Sm SW,Gama!ManagerTimEoclms,RE,Dmtor ofPubhc WorksJahnIXBiw;P£.,Assmant Tm EngmeqJimMayanTEE”Tram‘:EngineerBrimR.Smith,Robinson &Co}: You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) SOUTH WINDSORParks81Recreation Memo After reviewing the plans with John Caldwell,Parks Superintendent we offer the following recommendation thatIsInthebestinterestoftheTownofSouthWindsorandtheparks&recreation operation as stewards of thestreetscapesknownasthe“Buckland Islands”. o The proposed removal of fifty feet of existing center-island to create a left hand turn into One BucklandCenterheadingnorthonBucklandRoadpresentsanopportunitytoconsiderimprovementsto therestorationafterdisruption.We would like to see the disturbed island completely restored with stampedconcretesalvagingonlythehealthytrees. o Existing streetscapes comprised of trees,perennial and annual plantings in mulch beds are laborintensive,difficult to maintain and disruptive to traffic when maintenance is required.Our ultimate goalistominimizemaintenancebyreplacingplantingswithstampedconcreteatallfivecenterislandsinthenearfuture.All healthy trees would remain.This well-timed opportunity helps us begin this process. o ln concurrence with John Caldwell,Parks Superintendent we are comfortable with this proposal,andhopefulforagreementwiththedeveloper. Should you have any questions,or need more information,please don’t hesitate to call. C:\Users\michelerlipc\AppData\Local\Microsoft\Windows\INetCache\Contcnt.Outlook\MWQFXOKZ\ One Buckland Center memo 9—8-2020.doc (860)648-6355 ext.317Fax:(860)648-5048 raymond.favreau@southwindsor.org To:Michele Lipe,Director of Planning From:Ray Favreau,CPRP,Director of Parks &Recreation CC:Planning &Zoning Commission,John Caldwell,Parks Superintendent Date:9/22/2020 Re:One Buckland Center Appl #20-41P,One Buckland Plaza Site Plan Modification 9/22/20 Flaming Department Report l.Request for site plan modification to make minor site modifications and to add a signalized left-tum lane heading north on Buckland Road and modify the existing entrance/exit currently serving the two commercial buildings located at l and 25 Buckland Road,at the Manchester town line,Restricted Commercial zone. 2.In accordance with access management principles and our regulations,the original site planapprovedin2015allowsforoneaccesspoint,a right in,right out entrance along Buckland Road.With that application,:the applicant constructed an extension 0f the right turn lane to provide a taper into this site. 3.The buildings on site total approximately 17,800 sf,and can accommodate a variety or retail and offices uses permitted in the restricted commercial zone.Prior to site plan approval,theapplicantrezonedthepropertyfromRuralResidentialtoRestrictedCommercialzoningandreceivedvariancestoreducethesesetbacksto25andlOrespectivelyallowingforadditional square footage to be built on site.A condition placed on the variance by the ZBA was that there shall be no permanent or construction vehicle access,nor any pedestrian access from Smith Street directly to the site. 4.In addition of the tum lane into the site,other changes include:relocation of right turn out of the site further south;modification to the parking area to accommodate the exit drive; relocation of monument signage and modification to the fieldstone wall on both sides of the entrance drive.These changes result in minor changes to the impervious coverage and the interior landscaping;but appears to meet the zoning requirements 5.There is an existing sidewalk along Buckland Road in front for this property that will be rebuilt through the driveways.Additionally,the island will be reconstructed in front of the property.The proposal is to save what is possible and recreate what is there. 6.A traffic study was submitted by Jim Bubaris,the applicant Traffic engineer.Staff had requested the original report be updated to consider potential traffic from the Costco and Gateway Development proj ects.Some of the staff’s concerns include:safety of pedestrianscrossingthesite;number of vehicles that may use this new tum as short cut during busy intersection times;concern that southbound traffic using this as an u-turn;the potentialdisruptionofthetrafficflowalongBucklandRoad.We requested the Town’s on—call traffic engineer VHB review the report and provide comments as well as the Police Department.I will forward those comments once received. 7.Fire Marshal has reviewed the revised plans and does not have any comments. 8.This request has been reviewed by the Town of Manchester Engineering Department and a correspondence from their engineer is attached. If this application is approved,the planning department has no additional comments to request. 1 "'WzUa/n W7'i V3 6%“;EMU)?(Mfr W Umq MM Lg Mud 2.1m mum/Mix 14,4 1 uxgpv.Mnwt -—-/% V/LU/KLm-c fjw 10-7-20 Update. A revised traffic statement was submitted on 9-30-20 (attached). Staff reviewed revised materials and Jeff Doolittle and Chief Lindstrom asked for some clarification from Jim Bubaris, Traffic Engineer. Below are the questions that were asked. The additional information received 10/5/20 from Jim is in BOLD: Jeffrey Doolittle, P.E. Town Engineer asked: 1. Are U-turns prohibited by signs at the new median cut, in one or both directions? NO U-TURN SIGNS WILL BE PROVIDED IN BOTH DIRECTIONS WITH ONE GROUND MOUNTED SIGN ON THE LEFT IN THE MEDIAN, AND ONE SPAN MOUNTED SIGN OVERHEAD ON THE SPAN WIRE. 2. The latest plan shows left turns in through the median and right turns out of the center at the same time on green lights when the Buckland Road signals at Tamarack Ave are red and Buckland Road southbound traffic is stopped at a red light at the new signal. Will right turns out of One Buckland Center be allowed at other times, as right turn on red after stop, as is currently allowed? RIGHT TURNS OUT OF THE SITE DRIVE WILL BE ALLOWED ON RED (I.E., RIGHT TURNS ON RED) AS WELL AS DURING THE GREEN INTERVAL FOR THE SITE DRIVE. 3. Will the left/right turn green lights at the proposed signal be activated every cycle of the signal or only when a vehicle is detected in the left turn lane? BOTH THE LEFT IN AND THE RIGHT OUT WILL BE VEHICLE ACTUATED AND WILL COME UP AT THE SAME POINT EACH CYCLE ONLY UPON ACTUATION. NOTE THAT WOULD BE AT THE SAME POINT WHEN THE LOWE'S DRIVE WILL BE GIVEN THE GREEN, AGAIN ONLY UPON ACTUATION. THEREFORE, BUCKLAND TRAFFIC IS ONLY STOPPED ONCE, IF NECESSARY, EACH CYCLE TO ACCOMMODATE ANY OR ALL OF THESE THREE MOVEMENTS, AT THE SAME TIME. 4. Will there be a detector for vehicles exiting One Buckland center to the right? YES, THE SITE DRIVE WILL BE CONTROLLED BY A VEHICLE DETECTOR AS WILL BE THE NORTHBOUND LEFT-TURN LANE WITH ANOTHER VEHICLE DETECTOR. 5. How long is the new green light estimated to be on each cycle? THE GREEN INTERVAL TO ACCOMMODATE EITHER THE RIGHT OUT OR THE LEFT IN WILL BE ABOUT 10 SECONDS LONG WHEN CALLED, RARELY LONGER, GIVEN THAT ONE BUCKLAND CENTER IS A VERY LOW TRAFFIC GENERATOR. 6. Assuming full occupancy of this development, how many peak hour trips in and out using the new signal are expected? ASSUMING 50 PERCENT RETAIL AND 50 PERCENT OFFICE DEVELOPMENT AT FULL OCCUPANCY: DURING WEEKDAY AM PEAK: 25 VPH IN AND 3 VPH OUT. DURING WEEKDAY PM PEAK: 32 VPH IN AND 34 VPH OUT. DURING SATURDAY MIDDAY PEAK: 45 VPH IN AND 41 VPH OUT. 7. What do you expect the LOS to be for left turns in and right turns out of this development during the peak hour? BOTH WOULD BE LOS A. 8. Will this signal impact the LOS on Buckland Rd at Tamarack Ave? THIS SIGNAL WILL OPERATE AT OVERALL LOS A DURING ALL THREE PEAKS AND WILL NOT NOTICEABLY IMPACT THE LOS OF THE BUCKLAND AT TAMARACK SIGNAL. 9. The Town is transitioning to video detection of vehicles along Buckland Road and will expect the same at this signal. AS WE DID WITH THE REVAMP OF FOUR SIGNALS ALONG BUCKLAND ROAD (TO INSERT EXCLUSIVE PEDESTRIAN PHASES), ALL DETECTORS WILL BE VIDEO DETECTORS (CAMERAS) TO BE MOUNTED ON THE OVERHEAD SIGNAL SUPPORT POLES. Chief Linsdtrom questioned the discrepancy in the answer to Item #6 of on 3 VPH out with 25 VPH in? The weekday AM peak will consist primarily of office traffic when most will be traveling TO rather than FROM the site. Therefore the estimates shown are correct, typically 90 percent in versus only about 10 percent out during the am peak. AWL.w—L{<i P 10-7-20 Update.A revised traffic statement was submitted on 9—30-20 (attached). Staff reviewed revised materials and Jeff Doolittle and Chief Lindstrom asked for some clarification from Jim Bubaris,Traffic Engineer.Below are the questions that were asked.The additional information received 10/5/20 from Jim is in BOLD: Jeffrey Doolittle,P.E.Town Engineer asked: 1.Are U—turns prohibited by signs at the new median cut,in one or both directions? NO U-TURN SIGNS WILL BE PROVIDED IN BOTH DIRECTIONS WITH ONE GROUND MOUNTED SIGN ON THE LEFT IN THE MEDIAN,AND ONE SPAN MOUNTED SIGN OVERHEAD ON THE SPAN WIRE. 2.The latest plan shows left turns in through the median and right turns out of the center at the same time on green lights when the Buckland Road signals at Tamarack Ave are red and Buckland Road southbound traffic is stopped at a red light at the new signal.Will right turns out of One Buckland Center be allowed at other times,as right turn on red after stop,as is currently allowed? RIGHT TURNS OUT OF THE SITE DRIVE WILL BE ALLOWED ON RED (l.E.,RIGHT TURNS ON RED)AS WELL AS DURING THE GREEN INTERVAL FOR THE SITE DRIVE. 3.Will the left/right turn green lights at the proposed signal be activated every cycle of the signal or only when a vehicle is detected in the left turn lane? BOTH THE LEFT lN AND THE RIGHT OUT WILL BE VEHICLE ACTUATED AND WILL COME UP AT THE SAME POINT EACH CYCLE ONLY UPON ACTUATION.NOTE THAT WOULD BE AT THE SAME POINT WHEN THE LOWE'S DRIVE WILL BE GIVEN THE GREEN,AGAIN ONLY UPON ACTUATION.THEREFORE,BUCKLAND TRAFFIC IS ONLY STOPPED ONCE,IF NECESSARY,EACH CYCLE TO ACCOMMODATE ANY OR ALL OF THESE THREE MOVEMENTS,AT THE SAME TIME. 4.Will there be a detector for vehicles exiting One Buckland center to the right? YES,THE SITE DRIVE WILL BE CONTROLLED BY A VEHICLE DETECTOR AS WILL BE THE NORTHBOUND LEFT-TURN LANE WITH ANOTHER VEHICLE DETECTOR. 5.How long is the new green light estimated to be on each cycle? THE GREEN INTERVAL TO ACCOMMODATE EITHER THE RIGHT OUT OR THE LEFT IN WILL BE ABOUT 10 SECONDS LONG WHEN CALLED,RARELY LONGER,GIVEN THAT ONE BUCKLAND CENTER IS A VERY LOW TRAFFIC GENERATOR. 6‘Assuming full occupancy of this development,how many peak hour trips in and out using the new signal are expected? ASSUMING 50 PERCENT RETAIL AND 50 PERCENT OFFICE DEVELOPMENT AT FULL OCCUPANCY: DURING WEEKDAY AM PEAK:25 VPH IN AND 3 VPH OUT. DURING WEEKDAY PM PEAK:32 VPH IN AND 34 VPH OUT. DURING SATURDAY MIDDAY PEAK:45 VPH IN AND 41 VPH OUT. 7.What do you expect the LOS t0 be for left turns in and right turns out of this development during the peak hour? BOTH WOULD BE LOS A. 8.Will this signal impact the LOS on Buckland Rd at Tamarack Ave? THIS SIGNAL WILL OPERATE AT OVERALL LOS A DURING ALL THREE PEAKS AND WILL NOT NOTICEABLY IMPACT THE LOS OF THE BUCKLAND AT TAMARACK SIGNAL. 9.The Town is transitioning to video detection of vehicles along Buckland Road and will expect the same at this signal. AS WE DID WITH THE REVAMP OF FOUR SIGNALS ALONG BUCKLAND ROAD (TO INSERT EXCLUSIVE PEDESTRIAN PHASES),ALL DETECTORS WILL BE VIDEO DETECTORS (CAMERAS)TO BE MOUNTED ON THE OVERHEAD SIGNAL SUPPORT POLES. Chief Linsdtrom questioned the discrepancy in the answer to Item #6 of on 3 VPH out with 25 VPH in? The weekday AM peak will consist primarily of office traffic when most will be traveling TO rather than FROM the site.Therefore the estimates shown are correct,typically 90 percent in versus only about 10 percent out during the am peak. PIANNING DEPARTMENT October 10.2024 Scott Leonard One Buckland Center LLC 110 Lavender Lane Rocky Hill.CT 06067 Dear Mr.Leonard: Re:Appl.15-48P One Buckland Center Site Plan Modification Appl.20-41P One Buckland Center Site Plan Modification l am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Regular Meeting on October 8,2024,voted to release the following bonds: Appl.15—48P One Buckland Center Landscaping Bond in the amount of $2.000 reduced by $2,000 to leave a balance of-0-. Appl.20-41P One Buckland Center Landscaping Bond in the amount of $1.000 reduced by $1 ,000 to leave a balance of -0-i A check will be mailed t0 you from the Town ofSouth Windsor.If you have any further questions.contact the Planning Department at 860—644—251 l.ext.2253.Thank you. Very truly yours. /awaf/wbw Stephen Wagner.Chairman PLANNING &ZONING COMMISSION SW/js cc:Town Engineer 1540 Sullivan Avenue,Suuth Windsor,ET [15074 i Tel (EED)Mil-2511 Ext 2329 [Planning@SnuthWindsoI-CT.gav