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22-35P TOSW Pleasant Valley Site Plan Mod
TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application Number: ______________ Official Receipt Date: ______________ Munis Application #: ______________ APPLICANT: _______________________________________________________________________________________________ PROJECT NAME: COMPLETE LOCATION OF PROPERTY: _____________________________________________________________________ OWNER OF RECORD ON LAND RECORDS: ________________________________________________________________ OWNER ADDRESS: _______________________________________________________________________________________ GIS PIN # ______________________________ ZONE _________ NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: ____________________________________________________________________________________________________________ __________________________________________________________________________Estimated presentation time:______ THIS APPLICATION IS FOR: (Check all that apply): Zone Change to _______________________ (Public Hearing and Certificate of Mailing Required) Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) Subdivision Minor Major Resubdivision (Public Hearing Required) Minor Major Conditional Subdivision Special Exception to Table ____________ (Public Hearing and Certificate of Mailing Required) Site Plan of Development New Modification Building(s) Sq Ft __________________________ General Plan of Development 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. ________________________________________________ ___________________________________________________ Signature of Applicant Signature of Property Owner _________________________________________________ ___________________________________________________ Print Name of Applicant Print Name of Property Owner Revised 1/9/2017 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 LEGAL DESCRIPTION – LOT CONSOLIDATION BEING THAT CERTAIN PIECE OR PARCEL OF LAND SITUATED ON THE EASTERLY SIDE OF ELLINGTON ROAD AND THE WESTERLY SIDE OF LONG HILL ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, AS SHOWN ON MAP ENTITLED: “PROPERTY SURVEY LOT CONSOLIDATION, PLEASANT VALLEY SCHOOL 591, R044, R045, 647, R047, R048 ELLINGTON ROAD PREPARED FOR SOUTH WINDSOR PUBLIC SCHOOLS DATE: 3/10/21, SHEET V-1 SCALE: 1” = 100” PREPARED BY DESIGN PROFESSIONALS, INC. THE PARCEL IS MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A MONUMENT WITH A DRILL HOLE ON THE WESTERLY RIGHT OF WAY LINE OF LONG HILL ROAD. SAID POINT ALSO BEING THE NORTHEASTERLY CORNER OF LAND NOW OR FORMERLY ROGER M. & EILEEN K. BOISSEAU. THENCE N 65°13’07” W ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY ROGER M. & EILEEN K. BOISSEAU, A DISTANCE OF 300.05 FEET TO A MONUMENT WITH A DRILL HOLE; THENCE S 12°49’31” W ALONG THE WESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY ROGER M. & EILEEN K. BOISSSEAU, AND JOURNEY FOUND INC. IN PART BY EACH, A DISTANCE OF 285.26 FEET TO AN IRON PIN; THENCE N 64°38’15” W ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY GERALD & LISE V. MASSON, A DISTANCE OF 75.00 FEET TO A MONUMENT; THENCE S 20°54’54” W ALONG THE WESTERLY PROPERTY L INE OF LAND NOW OR FORMERLY GERALD & LISE V. MASSON, A DISTANCE OF 159.53 FEET TO A MONUMENT; THENCE S 65°21’26” E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY GERALD & LISE V. MASSON, A DISTANCE OF 200.00 FEET TO A POINT; THENCE S 10°14’19” W ALONG THE WESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY CLAIRE KENNEDY, A DISTANCE OF 103.25 FEET TO A MONUMENT; THENCE S 65°21’26” E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY CLAIRE KENNEDY, A DISTANCE OF 200.00 FEET TO A MONUMENT; THENCE S 10°14’19W ALONG THE WESTERLY STREET LINE OF LONG HILL ROAD, A DISTANCE OF 89.89 FEET TO A MONUMENT; THENCE N 65°02’06” W ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY JOY A. PARKER FITZGERALD, AND THE TOWN OF SOUTH WINDSOR IN PART BY EACH, A DISTANCE OF 788.07 FEET TO A MONUMENT; THENCE N65°28’36” W ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY TOWN OF SOUTH WINDSOR, AND LINDA & GARY PELLETIER IN PART BY EACH, A DISTANCE OF 657.01 FEET TO A MONUMENT; THENCE N 13°44’27” EALONG THE EASTERLY PROPERTY LINE OF LAND NOW OR FORMERLY AIMEE A. & ADAM M. HERBERT, A DISTANCE OF 81.65 FEET TO A MONUMENT; THENCE N 33°45’41” W ALONG THE NORTHEASTERLY PROPERTY LINE OF LAND NOW OR FORMERLY AIMEE A. & ADAM M. HERBERT, A DISTANCE OF 125.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, AKA ROUTE 30; THENCE N 58°21’31” E ALONG THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, AKA ROUTE 30, A DISTANCE OF 576.61 FEET TO A MONUMENT WITH DRILL HOLE; THENCE N 58°21’31” E ALONG THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, AKA ROUTE 30, A DISTANCE OF 220.04 FEET TO A MONUMENT; THENCE N 58°21’31” E ALONG THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, AKA ROUTE 30, A DISTANCE OF 111.78 FEET TO A C.H.D. MONUMENT; THENCE N 55°18’52” E ALONG THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, AKA ROUTE 30, A DISTANCE OF 328.48 FEET TO A C.H.D. MONUMENT; THENCE N 56°32’14” E ALONG THE EASTERLY RIGHT-OF-WAY LINE OF ELLINGTON ROAD, ROUTE 30, A DISTANCE OF 25.75 FEET TO A MONUMENT; THENCE S 59°15’35” E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY SAINT JUNIPERO SERRA PARISH CORP, A DISTANCE OF 232.08 FEET TO A POINT; THENCE S 40°44’48” W ALONG THE WESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY SAINT JUNIPERO SERRA PARISH CORP., A DISTANCE OF 151.80 FEET TO A POINT; THENCE S 51°23’16” E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY SAINT JUNIPERO SERRA PARISH CORP., A DISTANCE OF 128.10 FEET TO A POINT; THENCE S 61°41’22” E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY SAINT JUNIPERO SERRA PARISH CORP., A DISTANCE OF 358.34 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF LONG HILL ROAD; THENCE S 14°40’52” W ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LONG HILL ROAD, A DISTANCE OF 35.34 FEET TO A POINT; THENCE S 13°40’53” W ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LONG HILL ROAD, A DISTANCE OF 331.86 FEET TO THE POINT AND PLACE OF BEGINNING. SAID PARCEL CONTAINS 24.911 ACRES. Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 54600293 293 LONG HILL ROAD JOURNEY FOUND INC 60 HILLIARD STREET MANCHESTER CT 06040- 0000 61500083 83 MURIELLE DRIVE HODGE DAVID & DANIELLE 83 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 30300561 561 ELLINGTON ROAD HEBERT AIMEE A & ADAM M 561 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 61500053 53 MURIELLE DRIVE KAPIL PRANAV 53 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 54600252 252 LONG HILL ROAD URSIN TYLER 252 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 30300566 566 ELLINGTON ROAD HORNAT JOHN V & ARLENE V 566 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 30300554 554 ELLINGTON ROAD PRICE LEON 1131- O -TOLLAND TNPK #119 MANCHESTER CT 06042- 0000 61500061 61 MURIELLE DRIVE GUDAUSKAS MATTHEW W & HOLLY T 61 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 54600260 260 LONG HILL ROAD WILLIAMS JENNIFER & MICHAEL A 260 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600268 268 LONG HILL ROAD COSTA REALTY LLC 75 COMMERCE WAY SOUTH WINDSOR CT 06074- 0000 54600242 242 LONG HILL ROAD FOWLER JOHN S & MARIA C 242 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 30300578 578 ELLINGTON ROAD CAMPOS MARCEL R & MARIA A 578 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 61500101 101 MURIELLE DRIVE HAYDEN MICHAEL H & CATHY J 101 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 30300549 549 ELLINGTON ROAD PELLETIER GARY & LINDA 549 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 54600263 263 LONG HILL ROAD KENNEDY CLAIRE 263 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600273 273 LONG HILL ROAD MASSON LISE V 273 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 61500091 91 MURIELLE DRIVE BOURKE GEORGE W & CYNTHIA 91 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 61500097 97 MURIELLE DRIVE FAYNOR NICOLE TR &97 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 54600243 243 LONG HILL ROAD FITZGERALD JOY A PARKER 243 LONG HILL RD SOUTH WINDSOR CT 06074- 0000 61500067 67 MURIELLE DRIVE CRICHTON PETER & OLIVER JOANNE 67 MURIELLE DRIVE SOUTH WINDSOR CT 06074- 0000 61500075 75 MURIELLE DRIVE MURIELLE PROPERTY LLC 396 GOODWIN STREET EAST HARTFORD CT 06108- 0000 30300620 620 ELLINGTON ROAD ROTHWELL DOUGLAS A & DIANE B TRUSTEES 620 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 30300600 600 ELLINGTON ROAD FALLETTI MATTHEW S 600 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 54600283 283 LONG HILL ROAD JOURNEY FOUND INC 60 HILLIARD STREET MANCHESTER CT 06040- 0000 61500057 57 MURIELLE DRIVE SOUTH WINDSOR TOWN OF 38 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074- 0000 54600303 303 LONG HILL ROAD BOISSEAU ROGER M & EILEEN K 303 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 30300626 626 ELLINGTON ROAD JACQUES JEAN MARC 626 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 54600370 370 LONG HILL ROAD TRIPLE K LLC 366 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600366 366 LONG HILL ROAD TRIPLE K LLC 366 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600330 330 LONG HILL ROAD PRESTON DONNA & WILLIAM 330 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600360 360 LONG HILL ROAD DESLAURIERS NORBERT J 360 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600346 346 LONG HILL ROAD KIZIS JOSEPH A 346 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600300 300 LONG HILL ROAD LEBARON KAREN W & NEAL R 300 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600320 320 LONG HILL ROAD CASTLE STEPHEN & KAREN 320 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 54600356 356 LONG HILL ROAD DIFIORE DANIEL K 356 LONG HILL ROAD SOUTH WINDSOR CT 06074- 0000 30300673 673 ELLINGTON ROAD SAINT JUNIPERO SERRA PARISH CORP 673 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 30300642 642 ELLINGTON ROAD TURNER JUSTIN 642 ELLINGTON RD SOUTH WINDSOR CT 06074- 0000 30300658 658 ELLINGTON ROAD JACQUES JEAN MARC 626 ELLINGTON RD SOUTH WINDSOR CT 06074- 0000 30300668 668 ELLINGTON ROAD SYCZ GRACE G L/U 668 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 30300674 674 ELLINGTON ROAD TONNESSEN OLAF J & MARGARET E 674 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 PLEASANT VALLEY ELEMENTARY SCHOOL | DIRECT ABUTTERS MAILING LIST 591, 623, & 647 ELLINGTON ROAD | TOWN OF SOUTH WINDSOR, CONNECTICUT G:\jobs\4022\4022.D\Applications\PZC\PZC Site Plan Modification App (2022-09-26)\4022.D - 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 Isla nd September 26, 2022 Re: Planning & Zoning Applications Pleasant Valley Elementary School 591 Ellington 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 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. Daniel H. Jameson, P.E. Project Manager Cc: Town of South Windsor Client G:\jobs\4022\4022.D\Applications\PZC\PZC Site Plan Modification App (2022-09-26)\4022.D PZC Narrative Statement.docx 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 Narrative Statement Site Plan/Special Exception Application Pleasant Valley Elementary School Building Addition 591 Ellington Road South Windsor, Connecticut DPI Proj. No. 4022.D September 26, 2022 The Town of South Windsor is proposing to build an addition 1,300 SF addition to their approved 102,150 square feet elementary school (PZC Appl. 21-21P). Please see Attachment A for the original narrative statement for the project with discussion on the design teams reviewed the 14 criteria for Special Exception approval in Section 8.4.B. It is still the design team’s opinion that we meet all of the criteria, therefore warranting approval to provide necessary growth for the Town of South Windsor. We look forward to reviewing this application with Town Staff and the Commission and are available should you have any questions or comments. G:\jobs\4022\4022.D\Applications\PZC\PZC Site Plan Modification App (2022-09-26)\4022.D PZC Narrative Statement.docx Attachment A G:\jobs\4022\4022.D\Applications\PZC\PZC Submission 1 (2021-03-16)\4022.D PZC Narrative Statement.docx 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 Narrative Statement Site Plan/Special Exception Application New Pleasant Valley Elementary School 591 Ellington Road South Windsor, Connecticut DPI Proj. No. 4022.D March 16, 2021 The Town of South Windsor is proposing to build a new 102,150 square feet elementary school for approximately 806 students and 130 staff members at its roughly 25-acre campus easterly of Ellington Road and westerly of Long Hill Road. The “New Pleasant Valley Elementary School”, approved in a recent referendum, will be situated northerly of the existing Pleasant Valley Elementary School and is expected to open for the start of the Fall of 2023 school year. The existing school will remain open and operational during the construction of the new school, at which time the existing school will be razed to make room for future sports fields. The site design team consists of Drummey Rosane Anderson, Incorporated (DRA), architects; Design Professionals,Inc (DPI), civil engineers & land surveyors; SLR Consulting (SLR), landscape architects, environmental consultants, and traffic engineers; Consulting Engineering Services (CES), site lighting and MEP consultants; and Welti Geotechnical, P.C. (Welti), geotechnical engineers. The site plan includes a new 30 feet wide access drive, which will connect the school with Ellington Road and Long Hill Road. The Ellington Road entrance has a boulevard-style entrance and will align with the existing Parkview Drive. The access drive will have a companion concrete sidewalk, ranging from 6 to 8 feet wide. A circumferential loop on the western side of the new building will afford access to one of the three parking lots and the parent drop-off area. The other accessways will provide entry to the second and third parking lots as well as the primary bus drop- off area, terminating at a cul-de-sac for buses and emergency vehicles. The future multi-purpose and sports fields will be accessible by a fourth parking lot off Ellington Road, in the southwest corner of the site where the current school sits. A water quality basin for stormwater management will be located to the north of the access drive in the northwest corner of the site along with a wetland creation area. Various play areas are proposed both north and south of the school and adjacent to the multi-purpose sports field, with connectivity between the two areas by walkways. There is also an outdoor classroom proposed south of the school. The school will be served by all public utilities, including public water, sewer, telecommunications, electrical and natural gas. The new school site is a forested area. The landscape plan includes buffer plantings to compliment the remaining forested area around the site perimeter, and existing trees will remain to the east of the school as a buffer between the school’s Long Hill Road neighbors. Residential areas are to the west and east of the school. The school building is situated over 300 feet from Ellington Road and G:\jobs\4022\4022.D\Applications\PZC\PZC Submission 1 (2021-03-16)\4022.D PZC Narrative Statement.docx from Long Hill Road. The closest residence to the west (west side of Ellington Road) is well over 400 feet from the proposed school building, and the closest residence to the east (west side of Long Hill Road) is approximately 200 feet from the school building beyond the remaining forested buffer. As stated in the traffic report by SLR, traffic impacts are expected to be minimal. Indeed, the new site drive will serve to alleviate some existing traffic conditions on the school campus, by further distributing traffic rather than concentrating it. All parent drop-off and pick-up traffic will enter and leave the site via the Ellington Road entrance. All bus and staff traffic will utilize the Long Hill Road entrance. In speaking with the transportation coordinator, it was indicated that all bus traffic will enter and leave the site from and to the north towards Pleasant Valley Road. This portion of Long Hill Road was widened and improved in recent years. A total of 241 parking spaces are proposed for the new school, 181 in the immediate vicinity of the new school and approximately 60 spaces to remain near the existing school at the southwest corner of the site along Ellington Road. These 60 spaces can be increased to 75 spaces at the time the parking lot is moved and reconstructed to accommodate the future sports fields. Of the 181 parking spaces near the new school, 118 are contained east of the school for staff use. 40 are west of the school to be used for visitors and additional staff members. 23 spaces are located north of the school to be utilized for parent pick-up from the pre-kindergarten program. As a part of this application, a request is being made for a modification to the parking requirements from the 409 required per the Zoning Regulations to the 241 provided on the initial site plan, a reduction of 168 spaces. The design team has worked closely with the school administrators to ensure the 181 spaces provided in the vicinity of the school are sufficient to support the daily operations given the projected student and staff levels. This request is similar to the modification that was previously granted for the new Orchard Hill Elementary School. The applicant is requesting a Special Exception to allow for an educational institution in a residential zone. Per the South Windsor Zoning Regulations, the proposed land use is subject to the Special Exception Review Criteria outlined in Section 8.4 B of the Zoning Regulations. We believe the proposed elementary schools building and associated site improvements meet the review criteria, namely: 1. The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. The POCD supports the redevelopment of town facilities “that improve the quality of life for South Windsor residents”, which aligns with the goals of this proposal. 2. The application has met the requirements of the zoning regulations. The application meets the requirements of the regulations for an educational facility in a residential zone. 3. The land is physically suited to the proposed use. The land is currently used as an elementary school and will continue to be suitable for the proposed development with the expansion of the existing property to include additional town-owned lots. This property is served by all public utilities. 4. Minimal, if any, adverse environmental impacts are created. This development will have minimal environmental impact as demonstrated by the submitted plans and reports. G:\jobs\4022\4022.D\Applications\PZC\PZC Submission 1 (2021-03-16)\4022.D PZC Narrative Statement.docx 5. No traffic or other hazards will be created. A detailed traffic report prepared by SLR has been submitted with the application indicating the proposed school with have little impact on the surrounding roadway network. 6. The impacts on the capacity of the present and proposed utilities, street, drainage systems, sidewalks, and other elements of the infrastructure will be minimal. The proposed building will utilize current public water, sewer, and natural gas facilities available along the property frontage in Ellington Road. Drainage systems will collect and treat stormwater runoff and discharge at or below peak volumes for the evaluated storm events. 7. There will be minimal or no adverse effects on existing uses in the area. Proper buffer plantings will be installed to screen the new school from surrounding residential and non- residential uses alike. Given the majority of the site’s existing use as an elementary school, the new building and site improvements will not have any adverse effects on other uses in the area. 8. Surrounding property values will be conserved. It is expected that existing property values will not be adversely impacted due to the enhancement of this public facility. 9. The character of the neighborhood will be maintained or minimally disrupted. The new school building will be minimally disruptive to the neighborhood by preservation of vegetation along residential uses and the inclusion of additional plantings in and around the proposed development. The building will compliment other public facilities in town and provide an enhanced sense of community. 10. The general welfare of the community will be served. The general welfare of the community will be served and improved through the redevelopment of the school with a modern educational facility that greatly improves capacity and accessibility. 11. There is a balance between neighborhood acceptance and community needs. This lot currently serves as an educational institution and the proposed development will allow for growth of the town’s resources and provide visual and environmental enhancements to the property. As stated earlier, the proposed school is approximately 200 feet from the nearest house with a dense buffer in between. Attention has been paid to the surrounding neighbors to protect their privacy and character of their homes on both Ellington Road and Long Hill Road. Therefore, the neighborhood acceptance is balanced with the community needs. 12. Historic factors are adequately protected; or due consideration to preservation of historic factors has been demonstrated. There are no known historic factors that will be impacted on the site as established during preliminary correspondence with the State Historic Preservation Office. 13. The overall physical appearance of the proposed development is compatible with surrounding development and the Commission’s goals for the neighborhood/corridor. The character of the existing school building will be improved with the architectural design and exterior finishes of the new building. The look of the new school will also be complimented by associated landscaping, lighting, and material selections throughout the site. G:\jobs\4022\4022.D\Applications\PZC\PZC Submission 1 (2021-03-16)\4022.D PZC Narrative Statement.docx 14. The architectural design is aesthetically pleasing and blends well into the surrounding area. The character of the existing school building will be improved with the proposed architectural design and finishes of the new building. As such, the design team has reviewed the 14 criteria for Special Exception approval in Section 8.4.B., and we believe this project meets all of the criteria, therefore warranting approval to provide necessary growth for the Town of South Windsor. We look forward to reviewing this application with Town Staff and the Commission and are available should you have any questions or comments. ©···esignrofessionalsesign rofessionals· · · esign rofessionals DRA ©···esignrofessionals30300521 521 ELLINGTON ROAD VOIGT ANDREW J 30300533 533 ELLINGTON ROAD JACQUES CARRIE 30300536 536 ELLINGTON ROAD ELMORE JOSEPH R & CAROLYN B 30300549 549 ELLINGTON ROAD PELLETIER GARY & LINDA 30300554 554 ELLINGTON ROAD PRICE LEON 30300561 561 ELLINGTON ROAD HEBERT AIMEE A & ADAM M 30300566 566 ELLINGTON ROAD HORNAT JOHN V & ARLENE V 30300578 578 ELLINGTON ROAD CAMPOS MARCEL R & MARIA A 30300591 591 ELLINGTON ROAD SOUTH WINDSOR TOWN OF 17 30300600 600 ELLINGTON ROAD FALLETTI MATTHEW S 30300620 620 ELLINGTON ROAD ROTHWELL DOUGLAS A & DIANE B TRUSTEES 30300623 623 ELLINGTON ROAD SOUTH WINDSOR TOWN OF 30300626 626 ELLINGTON ROAD JACQUES JEAN MARC 30300629 629 ELLINGTON ROAD CURRENT RESIDENT 30300642 642 ELLINGTON ROAD TURNER JUSTIN 30300647 647 ELLINGTON ROAD SOUTH WINDSOR TOWN OF 30300655 655 ELLINGTON ROAD CURRENT RESIDENT 30300658 658 ELLINGTON ROAD JACQUES JEAN MARC 30300661 661 ELLINGTON ROAD CURRENT RESIDENT 30300668 668 ELLINGTON ROAD SYCZ GRACE G L/U 30300674 674 ELLINGTON ROAD TONNESSEN OLAF J & MARGARET E 30300682 682 ELLINGTON ROAD RODRIGUEZ LINDA L & CARLOS 30300690 690 ELLINGTON ROAD 7-ELEVEN INC 34500092 92 GAIL LANE ARMANTANO MICHAEL J & SANDRA N 34500100 100 GAIL LANE MAHER MICHAEL T & JUNE A 34500106 106 GAIL LANE GARCIA MANUEL R & ALEXANDRA J 34500114 114 GAIL LANE STARK DAVID J & MARIE 54600213 213 LONG HILL ROAD BEGLEY MELISSA M 54600214 214 LONG HILL ROAD MARTINO PETER & JUDITH 54600220 220 LONG HILL ROAD KRALL RICHARD & JACQUELINE 54600223 223 LONG HILL ROAD MAGNOTTA LINDA A 54600233 233 LONG HILL ROAD HOWEY SHAWN M & ASHLEY 54600234 234 LONG HILL ROAD DRYBURGH DANIEL J 54600242 242 LONG HILL ROAD FOWLER JOHN S & MARIA C 54600243 243 LONG HILL ROAD FITZGERALD JOY A PARKER 54600252 252 LONG HILL ROAD URSIN TYLER 54600260 260 LONG HILL ROAD WILLIAMS JENNIFER & MICHAEL A 54600263 263 LONG HILL ROAD KENNEDY CLAIRE 54600268 268 LONG HILL ROAD COSTA REALTY LLC 54600273 273 LONG HILL ROAD MASSON LISE V 54600278 278 LONG HILL ROAD COSTA REALTY LLC 54600283 283 LONG HILL ROAD JOURNEY FOUND INC 54600284 284 LONG HILL ROAD SOUTH WINDSOR TOWN OF 54600290 290 LONG HILL ROAD NATION CRAIG D JR 54600293 293 LONG HILL ROAD JOURNEY FOUND INC 54600300 300 LONG HILL ROAD LEBARON KAREN W & NEAL R 54600303 303 LONG HILL ROAD BOISSEAU ROGER M & EILEEN K 54600320 320 LONG HILL ROAD CASTLE STEPHEN & KAREN 54600325 325 LONG HILL ROAD CURRENT RESIDENT 54600330 330 LONG HILL ROAD PRESTON DONNA & WILLIAM 54600346 346 LONG HILL ROAD KIZIS JOSEPH A 54600356 356 LONG HILL ROAD DIFIORE DANIEL K 54600358 358 LONG HILL ROAD LUSSIER NORMAND R & LAUREL A 54600360 360 LONG HILL ROAD DESLAURIERS NORBERT J 54600366 366 LONG HILL ROAD TRIPLE K LLC 54600370 370 LONG HILL ROAD TRIPLE K LLC 54600378 378 LONG HILL ROAD BURNHAM PAUL J 54600384 384 LONG HILL ROAD PECI ILAM 61500025 25 MURIELLE DRIVE SOUTH WINDSOR TOWN OF 39 61500027 27 MURIELLE DRIVE EHLER WILLIAM J & ERICA K 61500033 33 MURIELLE DRIVE GALPER JEAN 61500040 40 MURIELLE DRIVE ROTONDO ANTHONY A ESTATE OF 61500041 41 MURIELLE DRIVE MELIA EDMUND T & KAREN L 61500048 48 MURIELLE DRIVE MARULANDA JOHN J & LETICIA D 61500049 49 MURIELLE DRIVE GARNEAU MICHAEL S & TINA E 61500053 53 MURIELLE DRIVE KAPIL PRANAV 61500057 57 MURIELLE DRIVE SOUTH WINDSOR TOWN OF 38 61500058 58 MURIELLE DRIVE COMAROTTI CLAIRE D 61500061 61 MURIELLE DRIVE GUDAUSKAS MATTHEW W & HOLLY T 61500067 67 MURIELLE DRIVE CRICHTON PETER & OLIVER JOANNE 61500068 68 MURIELLE DRIVE DEGRANDI CHRISTOPHER & JAMIE 61500075 75 MURIELLE DRIVE MURIELLE PROPERTY LLC 61500076 76 MURIELLE DRIVE LACASSE GASTON & FABIENNE 61500083 83 MURIELLE DRIVE HODGE DAVID & DANIELLE 61500084 84 MURIELLE DRIVE STEPHENS BENJAMIN F IV & CATHERINE B 61500091 91 MURIELLE DRIVE BOURKE GEORGE W & CYNTHIA 61500096 96 MURIELLE DRIVE VENTURA JOSEPH J & BARBARA B 61500097 97 MURIELLE DRIVE FAYNOR NICOLE TR & 61500101 101 MURIELLE DRIVE HAYDEN MICHAEL H & CATHY J 61500107 107 MURIELLE DRIVE MCCLELLAN KATIE L ETAL 61500112 112 MURIELLE DRIVE HOLEVER KURT J & SARAH S 61500115 115 MURIELLE DRIVE SILVER R TIM & CHERYL F 61500120 120 MURIELLE DRIVE JOHNSON KEITH A & BARBARA S 61500123 123 MURIELLE DRIVE MINICUCCI ANTHONY 69300014 14 PARKVIEW DRIVE MAGLEY DAVID M & 69300019 19 PARKVIEW DRIVE PEPE JON T & JACQUELINE 69300024 24 PARKVIEW DRIVE DOWLING FAMILY TRUST 69300029 29 PARKVIEW DRIVE TADESSE ESAYAS & 69300032 32 PARKVIEW DRIVE DACOSTA RICARDO & VANESSA 69300037 37 PARKVIEW DRIVE IVES JACQUELINE 69300040 40 PARKVIEW DRIVE SILVA MARIA INES 69300045 45 PARKVIEW DRIVE DORIUS LAURA LEE 72900627 627 PLEASANT VALLEY ROAD DEVAUX GARY J & TRACEY H 72900637 637 PLEASANT VALLEY ROAD PASZEK FRANCISZEK & JADWIGA 72900643 643 PLEASANT VALLEY ROAD VIGURS STEVEN L & MARTHA J 72900653 653 PLEASANT VALLEY ROAD LINDSAY JOHN R & ELIZABETH C 72900661 661 PLEASANT VALLEY ROAD WILLIAMS SASHAY 72900733 733 PLEASANT VALLEY ROAD SMUTNICK PAUL J & SANDRA 72900743 743 PLEASANT VALLEY ROAD LUSSIER NORMAND R & LAUREL A 72900761 761 PLEASANT VALLEY ROAD CUSIMANO JESSICA 72900777 777 PLEASANT VALLEY ROAD MCCARTHY TREVOR 84900000 ST MARC CIRCLE CURRENT RESIDENT This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 91 23 40 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 23 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVEVEVThis Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVNO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANEN O P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANE©···esignrofessionals This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 91 23 40 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 23 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVEVEVThis Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVNO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANEN O P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANE©···esignrofessionals This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 91 23 40 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board 23 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVEVEVThis Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EVNO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANEN O P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANE©···esignrofessionals EV EVEV EV NO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENSNSQRTGAAAAAAAACSCSCBCBTGCBCBCBCBCBPAPALSAACKCKCBSPAGABTGTGTGAAAAGSGSGSGSGSGSGSGSTGTGTGTGPAPGPGPGLSLS8TIABABABABABABABQPQPQPPSPSPSPSPSPSPSPSPSPSPSPSPSPGAFPA2PGPSPA2AFPGPSAFPA2PGPSPA2AFPSPGPA2AFPSPGPA2AFPSPGPA2AFPSPGPA2AFPSPGPA2AFPSPGPA2AFPSPGAFAF20CA256AR394SL219SE26CR229CP76COABABABAFPGPGAFAFPGAAAAAA102TICBCBCBCB5HF7MS5HF5HF6MSAFPGAFPGAFPGAFPGAFPGAFPGAFAFPGPG20PA330'18'17'24'24'18'18'30'24'18'18'24'18'18'24'18'6'9'5'10'5'10'5'10'8'8'6'8'24'9'24'18'24'18'9'8'5'10'9'5'10'5'10'15'18'26'15'24'10'5'10'8'5'8'50'8'6.5'TYP.84'50'10'5.5'5'8'6'24'8'8'6'8'8'8'10'8'6'8'8'12.81'25'56.75'10'5.5'10'5'PAVED PLAY(95' x 55')2-5 PLAY(±90' X 60')K-1PLAY(±80' x 48') PRE-K PLAY(±65' x 35')STORMWATERMANAGEMENTFFE109.0 ±PROPOSEDBUILDINGCOURTYARDWETLANDAREA #2SEE SHEET ENL-1 FORBASIN LANDSCAPING PLANPROTECT EXISTING TREETO REMAINSEED TOLAWNSEED TOLAWNSEED TOLAWNSEED TOLAWNSEEDTOLAWNSEED TOLAWNSEED TOLAWNSEED TOLAWNSEE SHEET ENL-2 FORENLARGEMENT DETAILSSEE SHEET ENL-2 FOR ENLARGEMENTDETAILSSEE UTILITY PADENLARGEMENT DETAILON SHEET MAAPPROXIMATELOCATION OF GASMETER - SEEMECHANICALDRAWINGSSEEDTOLAWNSEEDTOLAWNSEEDTOLAWNSEED TOLAWNBUILDINGADDITION6'8'8'R=10'R=15'R=10'R=10'R=28'R=10'R=15'R=15'R=15'R=18'TREESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAF23Abies fraseriFraser Fir5`/6` HT.B&BFULL & DENSEAG1Acer griseumPaperbark Maple3"-3.5" Cal.B&BFULL & DENSEAA10Acer rubrum `Armstrong`Armstrong Red Maple2.5"-3.0" Cal.B&BFULL & DENSEAB11Acer rubrum `Bowhall`Bowhall Red Maple3.5"-4.0" Cal.B&BFULL & DENSECB12Carpinus betulus `Fastigiata`Pyramidal European Hornbean3"-3.5" Cal.B&B5` MIN, BRANCHING HEIGHTCK2Cornus kousaKousa Dogwood2"-2.5" Cal.B&BFULL & DENSECS2Cornus x rutgersensis `Rutgan` TMStellar Pink Dogwood3"-3.5" Cal.B&BSINGLESTEMGS8Gleditsia triacanthos `Skyline`Skyline Honey Locust3"-3.5" Cal.B&BFULL & DENSELS3Liquidambar styracifluaAmerican Sweet Gum3"-3.5" Cal.B&BFULL & DENSENS2Nyssa sylvaticaSour Gum3"-3.5" Cal.B&BFULL & DENSEPA219Picea abiesNorway Spruce5`/6` HT.B&BFULL & DENSEPG26Picea pungens `Glauca`Colorado Blue Spruce5`/6` HT.B & BFULL & DENSEPS39Pinus strobusWhite Pine5`/6` HT.B&BFULL & DENSEPA5Prunus x `Okame`Okame Flowering Cherry2.5"-3.0" Cal.B&BSINGLESTEMQP3Quercus palustrisPin Oak3"-3.5" Cal.B&BFULL & DENSEQR4Quercus rubraRed Oak3"-3.5" Cal.B&BFULL & DENSESP1Stewartia pseudocamelliaJapanese Stewartia2"-2.5" Cal.B&BFULL & DENSETI20Thuja x `Green Giant`Green Giant Arborvitae7`/8` HT.B&BFULL & DENSETG9Tilia cordata `Greenspire`Greenspire Linden3"-3.5" Cal.B&BFULL & DENSESHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSHF15Hydrangea paniculata 'SMHPFL' TMFire Light Panicle Hydrangea---#3MS13Miscanthus sinensis 'Adagio'Adagio Eulalia Grass---#3PLANT SCHEDULE SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYPA3Pennisetum alopecuroidesFountain Grass---#3FULL & DENSE20PLANT SCHEDULE BUILDING ADDITIONSHEET NAMEDATELAPROJECT NO.DESIGNEDDWDSCALEDRAWNMEWCHECKEDDWD1"=40'DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM3057-104SITE PLAN - LAYOUT AND LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPLEASANT VALLEY ELEMENTARY SCHOOL591 ELLINGTON ROADLAYOUT NOTES1.LAYOUT CRITERIA AND DIMENSIONS FOR BUILDINGS ARE NOT SHOWN ONTHIS PLAN. ALL BUILDINGS SHALL BE LOCATED BY A CONNECTICUTLICENSED SURVEYOR AND COORDINATED WITH THE FOUNDATION PLANSSUPPLIED BY THE ARCHITECT OR THEIR CONSULTANT. ALL FOUNDATIONPLANS SHALL BE PROVIDED TO THE SURVEYOR AND THE ENGINEER AT THETIME OF STAKE-OUT REQUEST.2.CONCRETE SIDEWALKS, ENTRY AREAS, AND TERRACES SHALL INCORPORATEEXPANSION JOINTS, SCORE JOINTS, AND CONSTRUCTION JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEETSHALL CONSTITUTE A CONTIGUOUS SLAB. SEE ARCHITECTURAL ANDSTRUCTURAL PLANS FOR JOINTING PERTAINING TO THESE DISCIPLINES.3.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIORTO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT.4.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDINGS,LOADING DOCKS AND ASSOCIATED ARCHITECTURAL WALLS REFER TOARCHITECTURAL AND STRUCTURAL DRAWINGS.5.REFER TO SHEET MA FOR MATERIAL TYPES.6.SEE CIVIL DRAWINGS FOR GRADING AND DRAINAGE.PLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF SCREENEDTOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS. AS NOTED ON THEDETAILS, SUBGRADE BENEATH PROPOSED LAWN AREAS SHALL BELOOSENED OR SCARIFIED TO A MINIMUM DEPTH OF 24 INCHES.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.4.THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDEDBARK MULCH OVER ALL PLANTING BEDS AND TREE PLANTINGS.MULCHED PLANT BEDS SHALL EXTEND 12" FURTHER THAN THEADJACENT PLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BYTHE LANDSCAPE ARCHITECT PRIOR TO AND AFTER PLANTING.6.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT TIMEOF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARE SUBJECT TOREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIODOF ONE YEAR FROM THE DATE OF ACCEPTANCE, TO INCLUDE PROMPTTREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUNDTO BE IN AN UNHEALTHY CONDITION BY THE LANDSCAPE ARCHITECT.ALL REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE OF PLANTSSPECIFIED IN THE PLANT LIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPE ARCHITECTAT THE END OF THE WARRANTY PERIOD. MAINTENANCE SHALLINCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF GUYS,REPLACEMENT OF SICK OR DEAD PLANTS, RESETTING PLANTS TOPROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OFSAUCERS, AND ALL OTHER CARE NEEDED FOR PROPER GROWTH OFTHE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11.TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.12.HORNBEAM TREES SHALL NOT BE "LIMBED UP" TO SATISFY 5' MIN.BRANCHING HEIGHT. THEY SHALL BE OF A FORM TO SATISFY ASTREETSCAPE APPLICATION.LEGENDPROTECT EXISTING TREE TO REMAIN =SEPTEMBER 26, 2022 EV EV EV EV NO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANEMAINTAIN EXISTING CENTERLINE7.3'139'7.3'MAINTAIN EXISTING EDGE LINEMAINTAIN EXISTING EDGE LINE8' WIDE PAINTED CROSSWALK (TYP.)MAINTAIN EXISTING CENTERLINEMAINTAIN EXISTING EDGE LINEMAINTAIN EXISTING EDGE LINEMAINTAIN EXISTINGPAINTED CROSSWALK8' WIDE PAINTED CROSSWALK (TYP.)12" STOP BAR (TYP.)4" SOLID WHITE LANE LINE (TYP.)4" DOUBLE YELLOW CENTERLINE (TYP.)PAINTED PAVEMENTMARKING ARROWS (TYP.)8' WIDE RAISED PAINTED CROSSWALK (TYP.)12" WHITE MARKINGS (TYP.)4" WHITE STRIPE (TYP.)12" STOP BAR (TYP.)4" DOUBLE YELLOW CENTERLINE (TYP.)11.5'11'16'13'13'13'ELLINGTON RD(CT ROUTE 30)EXISTING CURBLONG HILL RD11'12" STOP BAR (TYP.)AAAABBBBG-RHG-LG-LILLNOMG-LBBBBBAMMMMPG-R12" STOP BAR (TYP.)4" DOUBLE YELLOW CENTERLINE (TYP.)AAA13'24'30'24'25'MMRRRRT8' WIDE PAINTEDCROSSWALK (TYP.)8' WIDE PAINTEDCROSSWALK (TYP.)8' WIDE PAINTED CROSSWALK (TYP.)8' WIDE PAINTEDCROSSWALK (TYP.)S-LQS-B12" STOP BAR (TYP.)40'50'AS-RS-LMMQ200'230'175'60'60'4" PAINTED STRIPING12" PAINTED "NO PARKINGFIRE LANE" TEXT (YELLOW) (TYP.)4" PAINTED STRIPING12" PAINTED "NO PARKINGFIRE LANE" TEXT (YELLOW) (TYP.)4" PAINTED STRIPING12" PAINTED "NO PARKINGFIRE LANE" TEXT (YELLOW) (TYP.)SPEED HUMP13'11'5.3'5'13'11'5.7'5'13'11'6.6'50'11'11'6.6'100'3.8'13'11'4.2'200'200'565'565'CCDDEFEFMAINTAIN EXISTINGSIGN8' WIDE PAINTED CROSSWALK (TYP.)WAHG-LKKMBBBAUVHS-RPS-LSHEET NAMEDATESPMPROJECT NO.DESIGNEDEAFSCALEDRAWNEAFCHECKEDDGS3057-1041"=40'SITE PLAN - SIGNAGE PAVEMENT AND MARKINGSSOUTH WINDSOR, CONNECTICUTPLEASANT VALLEY ELEMENTARY SCHOOL591 ELLINGTON ROADSHEET NO.DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2020SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTES1.OFF SITE IMPROVEMENTS SHOWN INELLINGTON ROAD ARE N.I.C., AND ARESHOWN FOR ILLUSTRATIVE PURPOSES ONLY.2.SIDEWALK IMPROVEMENTS ALONG EAST SIDEOF ELLINGTON ROAD AND CROSSWALK ATENTRY DRIVE ARE INCLUDED IN BASE BID.SEPTEMBER 26, 2022 esignrofessionals©····· · · esignrofessionals©····· · · esignrofessionals©····· · · UP Y12 Y14 Y15 Y18 XU XV XW Y13 Y16 Y12.8 Y16.4 Y17 XX Y12.9 Y16.3 XU.2 Y11.8 XY XZ 8' - 10 1/2" 33' - 4 3/4" 27' - 11 3/4"27' - 9"14' - 10"12' - 0 3/4"1' - 11 1/4"3' - 0 1/4"G6.0B STC 53 G 6.0ASTC 45G 6.0ASTC 45G4.0B STC 53 G6.0BSTC 53 C 8.1164A 164 163A S1-4.1 5' - 5" 162A A B B B B SF1 5 A3-2-1 SIM 75' - 8" 3' - 2 3/4" 8' - 10" 21' - 4" 6' - 4" 15' - 11" 8' - 10" 3' - 2 3/4" DS DS DS 5' - 10 3/4"1' - 1"3' - 8" 8' - 2" 8' MB FH FPTV 4' TB S1-4.2 A5-1-3 1 SIM. SIM. A5-1-5 5 SIM. W1 W1 W1C W1 W1D W2 W1D W1D W1B W1C 3' - 10"8' - 0"4' - 4"8' - 0"6' - 4"8' - 0"5' - 4"4' - 0"2' - 7"8' - 0"4' - 0"8"6' - 6"6"6"34' - 7"6"G 6.0ASTC 456"7' - 6 5/8"4"F3.0 4"7' - 5 3/4"3 5/8"G 6.0B S T C 536" 6' - 3 7/8" 1' - 5 3/4" F 6.0A 2" 4" 8' - 2 1/2" 4" 2"4"F4.0CLASSROOM 165 STORAGE 165B TOILET 165A VESTIBULE V1-6165B 165 165A 8' MB FH FPTV 4' TB 4' TB A2.1 2 A2.1 3 FIRST FLOOR 109' -0" SECOND FLOOR 123' -0" CLASSROOM ROOF 137' -0" Y12Y14Y15Y18 Y11Y13Y16Y12.8Y16.4Y17Y19Y18.2 Y11.9Y12.9Y16.3 Y11.8 29' - 6"21' - 4"8' - 10"3' - 2 3/4"8' - 10 1/2"3' - 2 3/4"8' - 10"15' - 11"5' - 5"11' - 0" GROUND FACE CMU -WHITE 4" (NOM) BRICK VENEER ASPHALT SHINGLES FORMED ACM PROFILE SHAPE COPPER FLASHING 8" HIGH CAST ALUM LETTERSCONCRETE FOUNDATION -SEE "S" DRAWINGS FINISHED GRADE -SEE "L" DRAWINGS C.J. GROUND FACE CMU -WHITE ACM WALL PANEL WITH 1" JOINTS FORMED ACM PROFILE SHAPE ACM WALL PANEL WITH 1" JOINTS GFRC DORIC COLUMN ENCLOSURE ASPHALT SHINGLES 4" (NOM) BRICK VENEER CW11 CW10 CW6 FORMED ALUM CORNICE,SOFFIT AND PROFILE METAL ROOF EDGE B.S. 108' - 4"B.S. 108' - 4" ALUM GUTTER ALUM GUTTER ALUM GUTTER 2" 12" 3" DS 3" DS 3" DS 3" DS 8" PRECAST CONCRETE BELT COURSE 8" PRECAST CONCRETE BELT COURSE 8" PRECAST CONCRETE BELT COURSE FORMED ALUMINUM CORNICE METAL FASCIA AND PERF METAL SOFFIT PANEL PERF METAL SOFFIT PANEL ALUM GUTTER FORMED ALUM CORNICE 5 " / 1 2 "5" / 12" FIRST FLOOR 109' -0" SECOND FLOOR 123' -0" CLASSROOM ROOF 137' -0" XUXVXWXXXU.2XYXZ 3' - 5"24' - 4"14' - 10"12' - 0 3/4"1' - 11 1/4"3' - 0 1/4" B B B B A METAL ROOF EDGE FORMED ACM PROFILE SHAPE ACM WALL PANEL WITH 1" JOINTS FORMED ACM PROFILE SHAPE CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS GROUND FACE CMU -WHITE CW9 B.S. 108' - 4" ALUM GUTTER 3" DS 3" DS 5 " / 1 2 " EQEQ TYP.8' - 8"ABB A B C D 591 Ellington Road South Windsor, Connecticut Pleasant Valley Elementary School Scale: Job No.: Date: Drawn By:NPROJECT NORTHCOPYRIGHT 2021 DRUMMEY ROSANE ANDERSON, INC.CDRA Drummey Rosane Anderson, Inc. 260 Charles Street Studio 300 Waltham, MA 02453 Planning Architecture Interior Design MAGNETIC NORTH 225 Oakland Road Studio 205 South Windsor, CT 06074 www.draws.com Tel: 860.644.8300 KEY PLAN 1/8" = 1'-0" A2.1 20208.00 CLASSROOM ADDITION 09/27/2022 1/8" = 1'-0" FIRST FLOOR PLAN -AREA B1 1/8" = 1'-0" NORTH ELEVATION2 1/8" = 1'-0" WEST ELEVATION3 i I PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 9-26-22 TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, Molly Keays, Heather Oatis, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco,Vincent Stetson, Mark Halibozek, Marc Melanson FROM: Michele Lipe,AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl 22-35P, TOSW Pleasant Valley School Site Plan Modification Location: 591 Ellington Road ® Site Plan ❑ Subdivision No. Acres Zone RR ❑ Industrial ❑ Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 1,300 sf addition to front of school Future Town-owned property involved? ® Yes ❑No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 10-4-22 and return to the Planning Department. i i x P.0.BOX 1167 21 JEFFREY DRIVE n SOUTH WINDSOR.CT 06074 PHONE:860.291.8755 I FAX:860.291.3757 www.designprofessionalsinc.com CIVIL &TRAFFIC ENGINEERS I LAND SURVEYORS I PLANNERS /LANDSCAPE ARCHITECTS 5crl/mg Con/Izal/CI/t,MasEacM/settE,‘Khada Island October 11,2022 Jeff Doolittle,P.E.,Town Engineer 1540 Sullivan Ave. South Windsor,CT 06074 Stormwater Management RepOrt Supplemental Statement Proposed Building Addition Original Application #1 App 21—21P Town Of South Windsor Pleasant Valley Elementary School, 591,623,&647 Ellington Road Hello Mr.Doolittle: DPI conducted a review of potential impacts to the design points and storm sewers analysis results reported in the previously submitted Stormwater Management Report for 591,623,&647 Ellington Road entitled “Storm Drainage Computationr ~Town ofSouth Windsar Pleamnt Valley School ~591 Ellington Road ~South Windsor,Connecticut".Based on our review,we found that the proposed building addition and supporting site changes will not cause the proposed condition peak flows to increase above existing condition rates.The proposed subsurface drainage will also continue to adequately convey proposed runoff under 10—year storm event conditions.It is our opinion that the proposed stormwater management system as discussed herein and shown on the plans entitled “Pleasant Valley Elementary School ~Site Plan Modification /Special Exception ~ 591 Ellington Road ~South Windsor,CT,dated 9/26/22,as amended”is appropriate for the proposed development on the subject site,is consistent with Town and State requirements,and should not pose any detrimental impacts to the environment.Additional analysis result information can be submitted upon request. Please contact us with any questions. Sincerely, Design Professionals,Inc Daniel H.Jameson,P.E. Project Manager G-\jnh<uozzwnzz mhngmwing\smnnwmcn4012.u r Dmmngc Smuemcnmucx SLR International Corporation, 195 Church Street, 7th Floor, New Haven, CT 06510 203 344 7887 slrconsulting.com October 12, 2022 Mr. Jeff Doolittle, PE Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Traffic Updates Proposed Building Application Original Application #: App 21-21P Pleasant Valley Elementary School 591, 623, and 647 Ellington Road South Windsor, Connecticut SLR # 13057.00104 Dear Mr. Doolittle: As requested, we have reviewed the changes to the proposed site plan and evaluated the potential for the expansion to affect our findings. We understand the increase in square footage is associated with an additional classroom for special needs students. There are expected to be 4 to 6 students occupying this space and perhaps one or two teacher assistants. Our Traffic Study and Office of State Transportation Authority (OSTA) Application were based on traffic volumes related to 803 students. An increase of 4 to 6 additional students would have no affect on our analysis and findings. Following local approval, should it be secured, we will update the OSTA file administratively. There would be no technical review or new approval issued, simply updating the record plan with the slightly revised plan. Another ongoing effort is the establishment of off-site school zones. We have prepared a plan showing sign location for a speed reduction through the school zone during arrival and dismissal. We are soon to meet with the Town’s Local Traffic Authority (LTA) to refine the messaging and materials. Concurrently, we are designing a rectangular rapid flashing beacon (RRFB) at the new driveway. Once completed, the design will be forwarded to the Connecticut Department of Transportation (CTDOT) staff for their review. Once approved, the design will be ready and available for installation of the RRFB at the Town’s discretion. October 12, 2022 Mr. Jeff Doolittle Page 2 SLR International Corporation slrconsulting.com I hope this information is useful to the Town as they review the application for the small school expansion. Sincerely, SLR International Corporation David G. Sullivan, PE US Manager of Traffic & Transportation Planning cc: Daniel Jameson, DPI Jim Barrett, DRA 13057.00104.o1222.ltr.docx Appl #22-35P, TOSW Pleasant Valley School Planning Department Report 10-25-22 1. Request for a site plan modification to add an additional 1,300 sf classroom to the elementary school, on property located at 591 Ellington Road, RR zone 2. The classroom will be added at the northern entrances and connected to the existing building through a new corridor at that location. 3. Other site changes include shifting the access drive slightly to the north to accommodate the sidewalk in the drop off area. With this request, the parking requirement increases by 5 spaces to 414 spaces. 4. With the previous approval, the Commission had granted a modification to the required parking allowing the construction of spaces based on the uses presented. With this additional classroom, the applicant is requesting a waiver of an additional 11 spaces bringing the total number provided at 235 spaces. 5. All other aspects of the project remain the same. 6. This project was presented to and reviewed by the ADRC Committee on 10-4-22. The materials to be used will match the existing on-going construction. They will ne incorporating the entrance canopy into the new addition. The Committee questioned if the addition we being designed to accommodate a second floor to which the architect responded yes. The committee forwarded a favorable recommendation . 7. It appears that zoning requirement appear to have been met. If this approved, the planning department has no modifications to request. 1 � (� H 4 PLANNING DEPARTMENT CERTIFIED MAIL 7022 2410 0000 6508 2599 October 28, 2022 Daniel Jameson C/O Pleasant Valley Elementary School 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Jameson: Re: Appl. 22-35P, Town of South Windsor Pleasant Valley Elementary School—request for a site plan modification to add an additional 1,300 sf classroom to the elementary school, on property located at 591 Ellington Road, RR zone. We are pleased to advise you that the Planning & Zoning Commission voted on October 25, 2022 to approve with modifications the above referenced application for a site plan. This approval is for a site plan modification to add a 1,300 square foot classroom to the elementary school on property located at 591 Ellington Road, RR zone, as shown on plans prepared by Design Professionals, Inc., Project#4022.D 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. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 7. The building street number must be included on the final plan. 8. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 9. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected. 10. If an Office of State Traffic Administration certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 11. In accordance with Section 6.4.9,the Commission has granted a modification to the required 414 parking spaces based on the uses presented. The modification to the required number of parking spaces is based on the operational parking needs of the facility presented, and the availability of temporary parking for special events. 1540 Sullivan Avenue, South Windsor, CT 06074 1 Tel (860) 644-2511 Ext 329 1 Planning@SouthWindser-CT.gov Black and white transparent mylars of Sheets # Cover Sheet and LA with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission and the IWA/CC 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. Very truly yours, `d17 am Paw" Bart Pacekonis, Chairman Planning and Zoning Commission BP/cgo cc: Town Engineer Chief Building Official Fire Marshal Assessor Superintendent of Pollution Control Director of Public Works 5W_A(94, 0�0�4j"`'•'• °""� 1540 Sullivan Avenue, South Windsor, CT 06074 1 Tel (960) 644-2511 Ext 329 Planning@SouthWindsor-CT.gov TOWN OF SOUTH WINDSOR I STAFF SITE CHANGE i FOR SITE & SUBDIVISION GENERAL: _ Suzanne Choate CHANGE ORDER CONTACT PERSON Design Professionals, Inc. phone No. 860-291-8755 Address 591 Ellington Road Site Name Pleasant Valley Elementary School p&g No, 22-35P Owner. Town of South Windsor phone No. 860-644-2511 Contractor Gilbane Building C Signature of Owner 4(5 Dates Signature of Design En r. Alp Date: CHANGE: (Describe location and ature of change. Include Four (4) copies of p an/profile of Change. ) - CB-19, 18, and 6 converted from Type C to Type C-L basins to avoid a complete removal and re-install of the CB structures to accommodate a 5' layout shift proposed with the building addition. - Grading around each basin modified to promote drainage to each - Sewer service to the building was revised to consider the installed outlet pipe location.To accommodate the construction of the building addition foundation wall,the installed sewer pipe is to be cut and re-coupled through a sleeve set in the new wall. Reason for Change: (Why is change required) These changes were recommended to reduce construction cost. E APPROVALS: (As Required) / ! ; Dir. Of Planning'-an �LJ i Date: Town Engineer_ Date: /it/ Dir. of Public Wol ks Date: Other: Date: STAFF COMMENTS: j 1 White - Town Engineer Yellow - Applicant Pink - Director of Planning , f