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Home My WebLink About23-42P Metro Realty - 240 Deming Spec Exc Site PlanThe Metro Realty Management Corporation 240 Deming Street 240 Deming Street and portion of 440 Buckland Road Calvary Church of the Assemblies and Berry Patch II Associates L.P. c/o Metro, 6 Executive Drive, Suite 100 - Farmington, CT 06032 27600240 & 15300440 MAHZ Ben Tripp, The Metro Realty Management Corporation, 6 Executive Drive #100, Farmington, CT 06032 O 860.674.5624/M 860.978.4293, btripp@metro-realty.com 30 min Benjamin Tripp, Director of Development The Metro Realty Management Corp. Benjamin Tripp, Director of Development Berry Patch II Associates Limited PartnershipBenjamin Tripp, Agent of Owner (see attached) Calvary Church of the Assemblies 240 Deming Street 440 Buckland Road X X X 7.22 63,197 s.f. 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION FOR 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, email address, and telephone of applicant _____ b. Name, address, email address, and telephone 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 equaling 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 checklist for Architecture and Design Review. 2 _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equaling 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 SW Public Improvement Standards. _____ 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 ______________________________________ Print Name W:\Planning Admin\Forms\Check Lists\Site Plan Checklist.doc February 2002; Rev. 4-04, 04-23 METRO REALTY MANAGEMENT CORPORATION 240 DEMING STREET SOUTH WINDSOR, CONNECTICUT BEGINNING AT A CORNER ON THE NORTHERLY RIGHT-OF-WAY LINE OF DEMING STREET, SAID POINT ALSO BEING THE SOUTHWESTERLY PROPERTY CORNER OF THE LOT DESCRIBED HEREON; THENCE N16°40’05”E ALONG THE EASTERLY PROPERTY LINE OF LAND NOW OR FORMERLY SOUTH WINDSOR FARMS PROPCO LLC, A DISTANCE OF 518.76 FEET TO A POINT; THENCE S74°58’57”E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY KRE BSL HUSKY BUCKLAND LLC, A DISTANCE OF 190.57 FEET TO A POINT; THENCE S76°28’10”E ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY KRE BSL HUSKEY BUCKLAND LLC, A DISTANCE OF 196.30 FEET TO A POINT; THENCE S14°31’38”W ALONG THE WESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY BERRY PATCH II ASSOCIATES LIMITED, A DISTANCE OF 291.72 FEET TO A POINT; THENCE S05°51’28”E ALONG THE SOUTHWESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY BERRY PATCH II ASSOCIATES LIMITED, A DISTANCE OF 105.79 FEET TO A POINT; THENCE S17°29’17”W ALONG THE NORTHWESTERLY PROPERTY LINE OF LAND NOW OR FORMERLY CALVARY CHURCH OF THE ASSEMBBLIES OF GOD, A DISTANCE OF 235.98 FEET TO A POINT; THENCE N50°26’12”W ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF DEMING STREET, A DISTANCE OF 112.32 FEET TO A POINT; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF DEMING STREET ON A CURVE TO THE LEFT HAVING A RADIUS OF 590.18 FEET, A DELTA OF 24°27’31”, AND AN ARC LENGTH OF 251.94 TO A POINT; THENCE N73°19’55”W ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF DEMING STREET, A DISTANCE OF 100.00 FEET TO THE POINT AND PLACE OF BEGINNING. PROPERTY DESCRIBED HEREON CONTAINS 225,759 SQUARE FEET OR 5.182 ACRES SITEGD38-26GD51-33GD51-32GD27-15-10-10RC38-1AA-3038-22-8AA-3038-3AA-30AA-3038-15AA-30AA-3038-24-2AA-3039-53-1AA-30AA-3052-92GD38-2500'RC51-34-2GD38-5-A38-16-227-15--1538-25-327-15-127-15--227-15-7-A27-15--11GD38-2727-15-7-F27-15--1427-15-7-B27-15-3-CM27-15-1638-5-BAA-3038-27-127-15-7BUCKLAND ROADDEMING STREETSELE DRIVEDEMING STREETGRANDVIEW TERRRACEDEMING STREETOAKLAND STREET EXISTING ZONES: GDPROPOSED ZONE: MAHZ±5.2 ACRESBUCKLAND ROADAPPROXIMATE EXISTINGBUILDING OUTLINE (TYP.)GD51-3238-2260152544020543244041939520024024028533235247241340350100010005090010002800270124003510120020FUTURE PROPERTY LINE(TYP.)SHEET NAMEDATEZCPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDSWNE13571.000691"=100'ZONE CHANGE MAPDESCRIPTIONBYDATEPROPERTY LINESRYE05/23/20230'50'100'01/2"1"Copyright SLR International Corporation - 2021LOCATION MAP:0'500'1000'SCALE 1" = 1000'01/2"1"KEY:38-2 PARCEL NO.240 LOCATION ADDRESSGD ZONING DISTRICT99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMMAY 10, 2023MAP NOTE:INFORMATION COMPILED FROM AVAILABLE TOWN OFSOUTH WINDSOR GIS INFORMATION ON MAY 2, 2023AND SHOULD BE CONSIDERED APPROXIMATE.ZONING DISTRICTSAA-30 LIMITED RESIDENTIALGD GATEWAY DEVELOPMENTMAHZ MULTI-FAMILY ASSISTED HOUSING RESIDENTIAL/COMMERCIALRC RESTRICTED COMMERCIALRR RURAL RESIDENTIALSOUTH WINDSOR, CONNECTICUTMULTI-FAMILY DEVELOPMENT 240 DEMING STREET TOWN OF SOUTH WINDSOR, CONNECTICUT 240 Deming Street Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 15300432 432 BUCKLAND ROAD KRE BSL HUSKY BUCKLAND LLC PO BOX 92129 SOUTHLAKE TX 76092- 0000 27600247 247 DEMING STREET GLOVER MARGARET A 247 DEMING STREET SOUTH WINDSOR CT 06074- 0000 15300440 440 BUCKLAND ROAD BERRY PATCH II ASSOCIATES LIMITED 6 EXECUTIVE DRIVE FARMINGTON CT 06032- 0000 15300350 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 1744 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 27600240 240 DEMING STREET CALVARY CHURCH OF THE ASSEMBLIES 240 DEMING STREET SOUTH WINDSOR CT 06074- 0000 81800020 20 SELE DRIVE BASILE MARK T & ROBERTA L 20 SELE DRIVE SOUTH WINDSOR CT 06074- 0000 27600260 260 DEMING STREET PHO LOC H & TAWNY 260 DEMING STREET SOUTH WINDSOR CT 06074- 0000 27600200 200 DEMING STREET SOUTH WINDSOR FARMS PROPCO LLC 315 NORWOOD PARK SOUTH NORWOOD MA 02062- 0000 27600235 235 DEMING STREET ASTICOU INVESTMENT LLC 1744 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 15300340 340 BUCKLAND ROAD J HANNOUSH FAMILY OF SOUTH WINDSOR LLC 122 ELM STREET ENFIELD CT 06082- 0000 15300350 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 1774 ELLINGTON ROAD SOUTH WINDSOR CT 06074- 0000 27600241 241 DEMING STREET CRUZ RAUL 241 DEMING STREET SOUTH WINDSOR CT 06074- 0000 440 Buckland Road Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 15300490 490 BUCKLAND ROAD COPPER HAVEN PROPERTIES LLC 6 OLD STONE CROSSING WEST SIMSBURY CT 06092- 0000 15300432 432 BUCKLAND ROAD KRE BSL HUSKY BUCKLAND LLC PO BOX 92129 SOUTHLAKE TX 76092- 0000 65700205 205 OAKLAND ROAD BERRY PATCH ASSOCIATES LP 6 EXECUTIVE DRIVE STE 1000 FARMINGTON CT 06032- 0000 15300530 530 BUCKLAND ROAD AMERICAN EAGLE FINANCIAL CREDIT UNION 530 BUCKLAND ROAD SOUTH WINDSOR CT 06074- 0000 15300440 440 BUCKLAND ROAD BERRY PATCH II ASSOCIATES LIMITED 6 EXECUTIVE DRIVE FARMINGTON CT 06032- 0000 15300498 498 BUCKLAND ROAD GRILLO FAMILY PROPERTY LLC 379 MAIN ST SOUTH WINDSOR CT 06074- 0000 65700101 101 OAKLAND ROAD MANU GYASI 101 OAKLAND ROAD SOUTH WINDSOR CT 06074- 0000 37700025 25 GRANDVIEW TERRACE FARACI BRIAN & CARIN 25 GRANDVIEW TERRACE SOUTH WINDSOR CT 06074- 0000 15300465 465 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN NY 10591-5422- 0000 15300435 435 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN NY 10591-5422- 0000 65700175 175 OAKLAND ROAD BERRY PATCH III LLC 6 EXECUTIVE DRIVE SUITE 100 FARMINGTON CT 06032- 0000 65700069 69 OAKLAND ROAD MEYERS DAVID R 6610 BELLE CHASE COURT GAITHERSBURG MD 20882- 0000 27600240 240 DEMING STREET CALVARY CHURCH OF THE ASSEMBLIES 240 DEMING STREET SOUTH WINDSOR CT 06074- 0000 27600260 260 DEMING STREET PHO LOC H & TAWNY 260 DEMING STREET SOUTH WINDSOR CT 06074- 0000 37700015 15 GRANDVIEW TERRACE PASQUALONI PAUL TR 15 GRANDVIEW TERRACE SOUTH WINDSOR CT 06074- 0000 15300481 481 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN NY 10591-5422- 0000 15300475 475 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN NY 10591-5422- 0000 15300479 479 BUCKLAND ROAD SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN NY 10591-5422- 0000 THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 KRE BSL HUSKY BUCKLAND LLC PO BOX 92129 SOUTHLAKE, TX 76092 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 J HANNOUSH FAMILY OF SOUTH WINDSOR LLC 122 ELM STREET ENFIELD, CT 06082 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BUCKLAND COMMONS LLC 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BUCKLAND COMMONS LLC 1774 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 KRE BSL HUSKY BUCKLAND LLC PO BOX 92129 SOUTHLAKE, TX 76092 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN, NY 10591-5422 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BERRY PATCH II ASSOCIATES LIMITED 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN, NY 10591-5422 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN, NY 10591-5422 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN, NY 10591-5422 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR REALTY CO LLC 303 SOUTH BROADWAY STE105 TARRYTOWN, NY 10591-5422 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 COPPER HAVEN PROPERTIES LLC 6 OLD STONE CROSSING WEST SIMSBURY, CT 06092 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 GRILLO FAMILY PROPERTY LLC 379 MAIN ST SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 AMERICAN EAGLE FINANCIAL CREDIT UNION 530 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 SOUTH WINDSOR FARMS PROPCO LLC 315 NORWOOD PARK SOUTH NORWOOD, MA 02062 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 ASTICOU INVESTMENT LLC 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 CALVARY CHURCH OF THE ASSEMBLIES 240 DEMING STREET SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 CRUZ RAUL 241 DEMING STREET SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 GLOVER MARGARET A 247 DEMING STREET SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 PHO LOC H & TAWNY 260 DEMING STREET SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 PASQUALONI PAUL TR 15 GRANDVIEW TERRACE SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 FARACI BRIAN & CARIN 25 GRANDVIEW TERRACE SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 MEYERS DAVID R 6610 BELLE CHASE COURT GAITHERSBURG, MD 20882 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 MANU GYASI 101 OAKLAND ROAD SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BERRY PATCH III LLC 6 EXECUTIVE DRIVE SUITE 100 FARMINGTON, CT 06032 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BERRY PATCH ASSOCIATES LP 6 EXECUTIVE DRIVE STE 1000 FARMINGTON, CT 06032 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer September 26, 2023 BASILE MARK T & ROBERTA L 20 SELE DRIVE SOUTH WINDSOR, CT 06074 Re: Site Plan and Special Exception Application 240 Deming Street and 440 Buckland Road In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, 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 to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644-2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications Sincerely, __________________________________ Benjamin Tripp, Director of Development October 13, 2023 Re: 240 Deming Street and 440 Buckland Road – Site Plan and Special Exception Dear Chairman Pacekonis and Honorable Members of the Commission: The Metro Realty Management Corporation (the “Applicant”) is pleased to submit to this Commission an application for site plan approval and special exception for a 55-unit, mixed- income multifamily housing development (the “Development”) on a 5.181-acre parcel that consists of a portion of 240 Deming Street and a portion of 440 Buckland Road (the “Property”). The Property is zoned Multifamily Assisted Housing Zone (“MAHZ”), and the proposed Development has been designed to meet the standards of the MAHZ as outlined in Section 7.22 of your Planning and Zoning Regulations. The Applicant is working with MARC, Inc. of Manchester and the Department of Development Services to provide supportive housing for individuals with intellectual disabilities within the Development. Between 20% and 25% of the units in the proposed development will be reserved for such individuals, with supportive services provided by MARC, Inc. of Manchester. The proposed Development contains 5 buildings, which contain a range of 8 to 12 apartments per building. One of the proposed buildings will include a common space in lieu of a two-bedroom apartment. The Development is proposed to contain 31 two-bedroom units and 24 one-bedroom units. The common space will contain a similar layout to the other two-bedroom apartments, with the bedrooms converted to a leasing office and an office for the supportive housing staff from MARC, Inc. of Manchester. The common space will include a kitchenette, a small workspace, a community room, and a bathroom. The development will meet the definition of “Assisted Housing”, as defined in CGS 8-30g, and as required by the MAHZ regulation. The proposed Development will be served by public water and sanitary sewer. A traffic impact study was completed by Fuss & O’Neil regarding the proposed Development and is included as part of this application. The Metro Realty Management Corporation Berry Patch II Associates, Limited Partnership Benjamin Tripp, EVP 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board AGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAOBDPLPLBDBDMPMPAAAAPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGDEMING STREETSITEPROJECT SITE VICINITY MAP:PREPARED BY:LOCATION MAP:PROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSOUTH WINDSOR, CONNECTICUTMAP/BLOCK/LOT: 38-213571.00069JUNE 28, 2023AUGUST 30, 2023 (IWC RESUBMISSION)SEPTEMBER 28, 2023 (PNZ SUBMISSION)0'50' 100'01/2" 1"0'500' 1000'0 1/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM70.56870DHYHYD1009870.5GVWVEEGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDZONING DATA TABLEMULTIFAMILY ASSISTED HOUSING INRESIDENTIAL/COMMERCIAL ZONE (MAHZ)REQUIREDPROPOSEDLOT AREA*174,240 S.F. MIN. (4 AC.) 225,702 S.F. (5.181 AC.)FRONT YARD50 FEET MIN.65 FEETSIDE YARD25 FEET MIN.37 FEETREAR YARD25 FEET MIN.79 FEETBUILDING HEIGHT35 FEET MAX.29'-1"BUILDING COVERAGE (%)15% MAX14%IMPERVIOUS COVERAGE(%)50% MAX.37%PARKING DATAREQUIREDPROPOSEDSTANDARD SPACES80HANDICAP/ VAN ACCESSIBLE PARKINGSPACES46TOTAL PARKING SPACES83**86**56 UNITS X 1.5 SPACES/UNIT = 83 SPACESNOTE: PROPOSED CONSERVATION AREA IS NOT INCLUDED IN ZONINGCALCULATIONS.SCALE 1" = 1000'GENERAL NOTES1. TOPOGRAPHIC AND BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY ENTITLED: "PROPERTY & TOPOGRAPHIC SURVEY,MULTI-FAMILYDEVELOPMENT, 240 DEMING STREET, SOUTH WINDSOR, CONNECTICUT", DATED: 4/17/2023, SCALE: 1"=50' PREPARED FOR: METRO REALTYMANAGEMENT CORPORATION, 6 EXECUTIVE DRIVE, SUITE 100, FARMINGTON, CT 06032 AND PREPARED BY: DESIGN PROFESSIONALS, INC.2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE,AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TOBEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3. SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED BYOTHERS.4. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GAS ARETO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.5. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER.6. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROLNARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, ANDIN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.7. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, AND BE SEEDED WITH GRASS, AS SHOWN ON THE PLANS.8. ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELYNE PIPE (HDPE) UNLESS OTHERWISE INDICATED.9. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR REQUIREMENTS AND TO THE APPLICABLESECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, ANDINCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS11. ALL GUTTERS, ROOF DRAINS AND FOUNDATION DRAINS SHALL BE TIED INTO THE PROPOSED STORM DRAINAGE SYSTEM.12. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES FOR UTILITYSYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTIONOF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT ORCORRECT WORK WHICH DOES N0T CONFORM TO LOCAL CODE.13. THE PROPOSED BUILDINGS ARE TO BE CONNECTED TO PUBLIC WATER AND SANITARY SEWER.14. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE PERMITTEE.APPLICANT:THE METRO REALTY MANAGEMENT CORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100, FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624LIST OF DRAWINGSNO. NAME TITLE01 --TITLE SHEET02 EXEXISTING CONDITIONS03 VMVICINITY MAP04 LASITE PLAN - LAYOUT AND LANDSCAPING05 GRSITE PLAN - GRADING06UTSITE PLAN - UTILITIES07 SE-1SEDIMENT AND EROSION CONTROL PLAN08 SE-2SEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONS09-12 SD-1 - SD-4 SITE DETAILS 136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136NRCS SOIL TYPESEE CHART THIS SHEETNRCS SOIL DELINEATION100' UPLAND REVIEW AREASHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'EXISTING CONDITIONSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.02 OF 12DESCRIPTIONBYDATEPNZ SUBMISSIONRYE09/28/20230'20' 40'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTE 1. TOPOGRAPHIC AND BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY ENTITLED: "PROPERTY &TOPOGRAPHIC SURVEY,MULTI-FAMILY DEVELOPMENT, 240 DEMING STREET, SOUTH WINDSOR, CONNECTICUT",DATED: 4/17/2023, SCALE: 1"=50' PREPARED FOR: METRO REALTY MANAGEMENT CORPORATION, 6 EXECUTIVEDRIVE, SUITE 100, FARMINGTON, CT 06032 AND PREPARED BY: DESIGN PROFESSIONALS, INC.NRCS SOIL TYPES12RAYPOL SILT LOAM66BNARRAGANSETT SILT LOAM, 2 TO 8% SLOPES66CNARRAGANSET SILT LOAM, 8 TO 15% SLOPES701BNINIGRET FINE SANDY LOAM702BTISBURY SILT LOAM704BENFIELD SILT LOAMAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624 SITEAGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAOBDPLPLBDBDMPMPAAAAABCEDGD38-26GD51-33GD51-32GD27-15-10-10RC38-1AA-3038-22-8AA-3038-3AA-30AA-3038-15AA-30AA-3038-24-2AA-3039-53-1AA-30AA-3052-92GD38-2500'RC51-34-2GD38-5-A38-16-227-15--1538-25-327-15-127-15--227-15-7-A27-15--11GD38-2727-15-7-F27-15--1427-15-7-B27-15-3-CM27-15-1638-5-BAA-3038-27-127-15-7BUCKLAND ROADDEMING STREETSELE DRIVEDEMING STREETGRANDVIEW TERRRACEDEMING STREETOAKLAND STREET SITE240 DEMING STREETBUCKLAND ROADAPPROXIMATE EXISTINGBUILDING OUTLINE (TYP.)GD51-3238-2260152544020543244041917620024024028533235247241340350100010005090010002800270124003510120020325'340'SHEET NAMEDATEVMPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDSWNEDESCRIPTIONBYDATEPNZ SUBMISSIONRYE09/28/20230'50' 100'0 1/2"1"Copyright SLR International Corporation - 2021LOCATION MAP:0'500' 1000'SCALE 1" = 1000'0 1/2"1"KEY:38-2 PARCEL NO.240 LOCATION ADDRESSGD ZONING DISTRICT99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMMAP NOTE:INFORMATION COMPILED FROM AVAILABLE TOWN OFSOUTH WINDSOR GIS INFORMATION ON MAY 2, 2023AND SHOULD BE CONSIDERED APPROXIMATE.ZONING DISTRICTSAA-30 LIMITED RESIDENTIALGD GATEWAY DEVELOPMENTMAHZ MULTI-FAMILY ASSISTED HOUSING RESIDENTIAL/COMMERCIALRC RESTRICTED COMMERCIALRR RURAL RESIDENTIALJUNE 28, 202313571.0006903 OF 12SOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETVICINITY MAP1"=100'APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board ABCED24'24'20'8'20'50' FRONTSETBACK25' SIDE SETBACK25' REARSETBACK25' SIDE SETBACKGAZEBOPATIO/DECK (TYP.)DUMPSTERPAD(TYP.)PROPOSED BUS SHELTER50'PROPOSEDCONSERVATIONEASEMENTLINEPROPOSEDCONSERVATIONRESTRICTION AREA± 1.14 AC2 STORY(12 UNIT)BUILDING2 STORY(12 UNIT)BUILDING2 STORY(8 UNIT)BUILDING48695785107377DEMING STREET9'10'8'8'24'52.2'65.2'97.9'52.5'6'6'5'6'BITUMINOUSCONCRETE CURB(TYP.)AGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAO1AM1AM1AM1AM14VH9CA215CA9IW6TS6TSBDPLPLBDBDMPMPAAAAMONUMENT PIER (TYP.)ENTRY SIGN (3'X5')24'32.6'37.1'79.9'AGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAO1AM1AM1AM1AM14VH9CA215CA9IW6TS6TSBDPLPLBDBDMPMPAAAA18'18'18'18'2 RAIL WHITEVINYL FENCEBITUMINOUSCONCRETESIDEWALK(TYP.)BEGIN CONCRETE CURBBEGIN CONCRETE CURBRAISED ISLANDWITH CONCRETECURB100' UPLANDREVIEW AREACONNECTION TO EXISTING CONCRETE SIDEWALKSITE LIGHT (TYP.)PROPOSED WALL8'8'SEE TYPICAL UNITPLANTING PLAN ONTHIS SHEETPROTECT EXISTINGTREE TO REMAIN(TYP.)REMOVE ALLEXISTINGVEGETATIONWITHIN EASEMENTAREA (TYP.)2 STORY(11 UNIT COMMUNITY ROOM)BUILDING2 STORY(12 UNIT)BUILDINGPROTECT EXISTINGTREE TO REMAIN(TYP.)SIGHT LINE LOOKING RIGHT 420 FTSIGHT LINE LOOKING LEFT 420 FT15'9+051+002+003+004+005+006+007+008+009+00R=32'R=33'R=33'R=32'TREESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYAA Acer rubrum 'Armstrong'Armstrong Red Maple2"-2.5" Cal. B&B FULL & DENSE 8AO Acer rubrum 'October Glory'October Glory Red Maple2"-2.5" Cal. B&B FULL & DENSE 8AM Amelanchier canadensisShadblow Serviceberry Multitrunk 2"-2.5" Cal. B&B FULL & DENSE 4AG Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Apple Serviceberry 2.0" Cal. B&B FULL & DENSE 8BD Betula nigra 'BNMTF'Dura Heat® River Birch2"-2.5" Cal. B&B FULL & DENSE 21MP Malus x domestica 'Liberty'Liberty Apple2"-2.5" Cal. B&B FULL & DENSE 2PA Picea abiesNorway Spruce7`/8` HT. B&B FULL & DENSE 23PLPyrus calleryana 'Chanticleer'Chanticleer Callery Pear2"-2.5" Cal. B&B FULL & DENSE 17TS Thuja occidentalis 'Smaragd'Emerald Green Arborvitae5` HT. B&B FULL & DENSE 12TC Tsuga canadensisEastern Hemlock7`/8` HT. B&B FULL & DENSE 31SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYCA Clethra alnifoliaSummersweet Clethra---#315CA2 Cornus amomumSilky Dogwood---#59IW Ilex verticillataWinterberry---#39VH Vaccinium corymbosumHighbush Blueberry---#314OVERALL SITE PLANT SCHEDULETREESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYAA Acer rubrum 'Armstrong'Armstrong Red Maple2"-2.5" Cal. B&B FULL & DENSE 8AO Acer rubrum 'October Glory'October Glory Red Maple2"-2.5" Cal. B&B FULL & DENSE 8AM Amelanchier canadensisShadblow Serviceberry Multitrunk 2"-2.5" Cal. B&B FULL & DENSE 4AG Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Apple Serviceberry 2.0" Cal. B&B FULL & DENSE 8BD Betula nigra 'BNMTF'Dura Heat® River Birch2"-2.5" Cal. B&B FULL & DENSE 21MP Malus x domestica 'Liberty'Liberty Apple2"-2.5" Cal. B&B FULL & DENSE 2PA Picea abiesNorway Spruce7`/8` HT. B&B FULL & DENSE 23PLPyrus calleryana 'Chanticleer'Chanticleer Callery Pear2"-2.5" Cal. B&B FULL & DENSE 17TS Thuja occidentalis 'Smaragd'Emerald Green Arborvitae5` HT. B&B FULL & DENSE 12TC Tsuga canadensisEastern Hemlock7`/8` HT. B&B FULL & DENSE 31SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYCA Clethra alnifoliaSummersweet Clethra---#315CA2 Cornus amomumSilky Dogwood---#59IW Ilex verticillataWinterberry---#39VH Vaccinium corymbosumHighbush Blueberry---#314OVERALL SITE PLANT SCHEDULED1441407SG5WE4WE2MM7HM3RP3MM3RP3MM1LB1RE2SG5HM1SG23HM4RP3PL21RP1SG29PL25RE6RS2MM2SG25PC10RS1SG23RS1RP2MM1SG25HM2RE2SG1LB3MM3RP3MM3RP4WE2MM7HM7SG5WE4WE2MM7HM3RP3MM3RP3MM1LB1RE2SG5HM1SG23HM4RP3PL21RP1SG29PL25RE6RS2MM2SG25PC10RS1SG23RS1RP2MM1SG25HM2RE2SG1LB3MM3RP3MM3RP4WE2MM7HMSHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.QTYPCPieris japonica 'Cavatine'Cavatine Japanese Pieris --- #35RPRhododendron x 'Purple Gem'Purple Gem Rhododendron --- #318RERhododendron yakushimanum 'Ken Janeck' Ken Janeck Rhododendron --- #38SGSpiraea japonica 'Galen'Double Play® Artisan® Spirea --- #311SG2Spiraea japonica 'Goldflame'Goldflame Japanese Spirea --- #36WEWeigela florida 'Elvera'Midnight Wine® Weigela --- #313GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.QTYMMMiscanthus sinensis 'Morning Light'Morning Light Eulalia Grass --- #120PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.QTYHMHemerocallis x 'Mary Todd'Mary Todd Daylily--- #127LBLeucanthemum x superbum 'Becky'Becky Shasta Daisy--- #12PL2Perovskia atriplicifolia 'Little Spire'Little Spire Russian Sage --- #112RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower --- #119TYPICAL UNIT PLANT SCHEDULESHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.QTYPCPieris japonica 'Cavatine'Cavatine Japanese Pieris --- #35RPRhododendron x 'Purple Gem'Purple Gem Rhododendron --- #318RERhododendron yakushimanum 'Ken Janeck' Ken Janeck Rhododendron --- #38SGSpiraea japonica 'Galen'Double Play® Artisan® Spirea --- #311SG2Spiraea japonica 'Goldflame'Goldflame Japanese Spirea --- #36WEWeigela florida 'Elvera'Midnight Wine® Weigela --- #313GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.QTYMMMiscanthus sinensis 'Morning Light'Morning Light Eulalia Grass --- #120PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.QTYHMHemerocallis x 'Mary Todd'Mary Todd Daylily--- #127LBLeucanthemum x superbum 'Becky'Becky Shasta Daisy--- #12PL2Perovskia atriplicifolia 'Little Spire'Little Spire Russian Sage --- #112RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower --- #119TYPICAL UNIT PLANT SCHEDULESHEET NAMEDATELAPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SITE PLAN - LAYOUT & LANDSCAPINGSHEET NO.04 OF 12DESCRIPTIONBYDATE0'20' 40'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMLAYOUT NOTES1. SLR ACCEPTS NO RESPONSIBILITY FOR MAPS AND DATA THAT HAVE BEEN PREPARED AND SUPPLIED BY OTHERS.2. LAYOUT CRITERIA AND DIMENSIONS FOR BUILDINGS ARE NOT SHOWN ON THIS PLAN. ALL BUILDINGS SHALL BE LOCATED BYA CONNECTICUT LICENSED SURVEYOR AND COORDINATED WITH THE FOUNDATION PLANS SUPPLIED BY THE ARCHITECT ORTHEIR CONSULTANT.3. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER.4. FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDINGS REFER TO ARCHITECTURAL AND STRUCTURALDRAWINGS.5. IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTING ROAD/SIDEWALKAND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THE EXISTING CONDITIONS.SOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREET1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS. WATER ASNECESSARY TO ESTABLISH TURF.3. ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.4. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. NO DYED MULCH.5. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6. PLANT SPECIES MAY BE SUBSTITUTED BASED ON AVAILABILITY AT TIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONSARE SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT AND TOWN STAFF.7. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITIONBY THE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THEPLANT LIST.8. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND SHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT. MAINTENANCE SHALL INCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF GUYS, REPLACEMENT OFSICK OR DEAD PLANTS, RESETTING PLANTS TO PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS,AND ALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9. WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTS PROVIDED SHALL BE OF THE LARGER SIZE.10. CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING SEASON.11. PLACEMENT OF PLANTS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT IN THE FIELD BY THE OWNER.12. EXISTING TREES AS NOTED ON PLAN TO REMAIN AND PROTECT. LANDSCAPE ARCHITECT SHALL WALK SITE TO FIELD VERIFYEXISTING TREES TO REMAIN.PLANTING NOTESTYPICAL UNIT PLANTING PLANSCALE: 1" = 20'SWNE0'10' 20'0 1/2" 1"IWC RESUBMISSIONRYE08/30/2023LEGEND= PROTECT EXISTING TREE TO REMAINPNZ SUBMISSIONRYE09/28/2023 136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136This 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board ABCEDTW=146.0BW=145.5TW=145.5BW=138.0TW=141.0BW=135.5100' UPLAND REVIEW AREAFF=137.50FF=136.80FF=135.80FF=134.50FF=133.90FF=133.90FF=134.90FF=135.80FF=136.80FF=137.80FF=134.50FF=133.50FF=138.50FF=139.50122124126128130132134132130128126136134132130134136126128130132134138138138138136134134133134133136136136138136135137138140142144146148150140140SHEET NAMEDATEGRPROJECT NO.DESIGNEDDWDSCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SITE PLAN - GRADINGSHEET NO.05 OF 12DESCRIPTIONBYDATEIWC RESUBMISSIONRYE08/30/20230'20' 40'0 1/2"1"Copyright SLR International Corporation - 2021SWNE1. ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3. IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREET 136138140142144146148150152154156158160162164166168170170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136H YDWVWVWVWVHYDWVWVWVWVWVCOCOCOCOWVWVWVWVWVWVAD 34T.F.=139.0INV.=130.0(NE)INV.=130.0(W)CLCB 25T.F.=137.9INV.=131.8(N)INV.=131.8(SE)INV.=131.8(W)CLCB 26T.F.=137.9INV.=134.0(E)AD 29T.F.=137.8INV.=134.3(S)CCB 9T.F.=137.0INV.=134.2(N)AD 35T.F.=137.6INV.=131.0(N)INV.=131.0(SW)AD 36T.F.=136.9INV.=131.5(S)INV.=131.5(N)CLCB 23T.F.=136.0INV.=131.2(NW)INV.=131.2(E)INV.=131.2(S)AD 24T.F.=136.3INV.=131.4(W)INV.=131.4(N)CLCB 5T.F.=135.0INV.=126.0(N)INV.=126.0(E)INV.=126.6(SW)CLCB 8T.F.=135.0INV.=126.3(W)INV.=131.0(S)INV.=126.3(N)AD 18T.F.=135.9INV.=131.6(S)AD 19T.F.=134.8INV.=129.1(W)YD 17T.F.=135.0INV.=128.9(SW)CLCB 14T.F.=134.5INV.=128.6(W)INV.=128.6(N)INV.=128.6(NE)INV.=128.6(E)AD 15T.F.=134.3INV.=129.6(S)INV.=129.6(W)CCB 13T.F.=134.3INV.=128.4(W)INV.=128.4(E)CLCB 10T.F.=133.7INV.=127.5(S)INV.=127.5(NE)INV.=128.7(SE)CONTECH CASCADE CS-5 (MH 3)T.F.=133.7INV.=125.4(N)INV.=125.4(S)AD 7T.F.=136.3INV.=130.2(N)AD 6T.F.=135.9INV.=127.4(NE)INV.=130.0(S)INV.=127.4(N)AD 4T.F.=133.9INV.=130.2(S)AD 16T.F.=133.7INV.=130.1(E)MH 2 (OCS 110)T.F.=133.8INV.=123.5(N)INV.=125.1(S)CLCB 12T.F.=132.2INV.=128.8(SE)CCB 11T.F.=133.0INV.=128.0(SW)INV.=128.0(NW)INV.=128.0(E)60'- 18" HDPES=3.33%4'- 24" HDPES=2.50%118'- 12" HDPES=2.37%83'- 24" HDPES=1.45%45'- 18" HDPES=1.11%30'- 12" HDPES=2.67%29'- 24" HDPES=2.07%17'- 24" HDPES=1.76%44'- 12" HDPES=1.82%25'- 12" HDPES=0.80%103'- 12" HDPES=3.11%58'- 15" HDPES=0.69%35'- 15" HDPES=0.57%34'- 12" HDPES=2.94%66'- 12" HDPES=0.76%43'- 15" HDPES=0.70%95'- 12" HDPES=0.53%24'- 12" HDPES=0.83%109'- 12" HDPES=2.29%36'- 12" HDPES=0.56%114'- 12" HDPES=0.53%31'- 12" HDPES=0.65%58'- 12" HDPES=0.86%70'- 15" HDPES=1.43%24'- 15" HDPES=9.17%AD 28T.F.=138.5INV.=132.0(NW)INV.=132.0(SW)INV.=132.0(N)39'- 12" HDPES=5.90%UNDERGROUND DETENTION SYSTEM 110ARROW CONCRETE RETAIN-IT 5-FT MODULESOR APPROVED EQUAL60 TOTAL MODULESTOP OF SLAB ELEV.=130.77INSIDE TOP OF CHAMBER ELEV.=130.1BOTTOM OF CHAMBER ELEV.=125.1SAN MH 1 PUMP STATIONWITH 2 GRINDER PUMPS AND SUMPBACKED UP BY GENERATORT.F.=137.9INV.=132.0(S)INV.=127.5(N)88'-8" SDR-35 PVCS=3.64%UPLAND REVIEW ACTIVITY±19,500 S.F.BUILDINGS, ASSOCIATEDCLEARING/GRADING, SIDEWALKS AND LEVELSPREADERMH 32T.G.=139.6INV.=127.9(E)INV.=127.9(W)191'- 15" HDPES=1.10%AD 33T.G.=139.0INV.=133.0(NE)126'- 15" HDPES=0.71%AD 31T.G.=133.8INV.=127.0(E)INV.=127.0(N)MH 30CONNECT TO EXISTING 15" CMPT.F.=136.0EX.INV.=±126.7(W)INV.=126.8(S)38'- 15" HDPES=0.53%CONNECT TO EXISTING WATER MAINCOORDINATE WITH CONNECTICUTWATER COMPANYCONNECT TO EXISTING GAS MAINCOORDINATE WITH EVERSOURCEREPLACE EXISTING CATCH BASIN TOPWITH CURBLESS CATCH BASIN TOP10" HDPE ROOFCOLLECTOR PIPE(TYP.)UTILITY SERVICES TO BUILDING (TYP.)A) 8" PVC SDR-35 SEWER LATERALS=1.0% MIN.B) 2" COPPER TYPE-K DOMESTICWATER SERVICEC) 4" DIP FIRE SERVICED) GAS SERVICE (SIZE TBD)ABCDEHYDRANT ASSEMBLY (TYP. OF 2) FINALLOCATION TO BE DETERMINED BY FIREMARSHALGAS MAINFINAL CONFIGURATION TO BEDETERMINED BY UTILITY COMPANY8" DIP CL-52 WATER MAINCLEANOUT (TYP.)LEVEL SPREADER 110 - SEE DETAILTOP OF GALLERIES=124.0OVERFLOW OPENING ELEV.=123.0KNOCKOUT WEIR ELEV.=121.0INVERT IN ELEV.=121.5BOTTOM OF GALLERIES=120.01.5" PVC SCH-40 FORCE MAIN100'UPLANDREVIEWAREAFF=137.50FF=136.80FF=135.80FF=134.50FF=133.90FF=133.90FF=134.90FF=135.80FF=136.80FF=137.80FF=134.50FF=133.50FF=138.50FF=139.501241261281301321341321301281261361341321301341361261281301321341381381381381361341341331341331361361361381361351371381401421441461481501401402" SCH-80 FORCE MAINCONNECT TO EXISTING MANHOLEINV.=131.5121'- 8" SDR-35 PVCS=4.13%121'- 8" SDR-35 PVCS=1.74%AD 37T.F.=135.5INV.=132.3(S)106'- 12" HDPES=0.75%70'- 12" HDPES=1.43%122SHEET NAMEDATEPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTD13571.000691"=40'SHEET NO.06 OF 12DESCRIPTIONBYDATE0'20' 40'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMUTILITY NOTES:1. LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2. MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3. INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4. INSTALL CLEANOUT 5' FROM FACE OF BUILDING5. COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.UTSANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATER SYSTEMS ON THEPROPERTY.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATER MAINTENANCEPROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR IMPLEMENTATION OF THISPROGRAM. A LOG OF ALL INSPECTIONS, CLEANING AND REPAIRS SHALL BE MAINTAINED BY THE PROPERTY OWNERAND BE AVAILABLE FOR REVIEW.A. CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 4-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OF COLLECTINGCOARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PER YEAR, TYPICALLY WHEN THESITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THE FALL AFTER ALL THE LEAVES HAVEFALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL 15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPE INVERT OR NOTLESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLY THE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B. PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR IN THE SPRINGAFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15. SALT ALTERNATIVES SHALL BE USED DURINGWINTER MONTHS FOR DEICING.C. UNDERGROUND DETENTION SYSTEMSUNDERGROUND DETENTION SYSTEMS SHALL BE INSPECTED QUARTERLY AND SEDIMENT SHALL BE REMOVEDAS NEEDED TO ENSURE PROPER FUNCTIONING OF STRUCTURES. AREAS OF DISTURBANCE THAT MAY BE AS ARESULT OF CLEANING SHALL BE SEEDED AND PLANTED IN ACCORDANCE WITH THE ORIGINAL PLANTING PLAN.THESE STRUCTURES WILL BE MAINTAINED YEARLY, OR MORE FREQUENTLY AS REQUIRED. WASTE MATERIALWILL BE PROPERLY DISPOSED OF OFF-SITE.FOR ADDITIONAL INFORMATION FOR MAINTENANCE AND INSPECTION OF THE RETAIN IT STORMWATER MANAGEMENT UNDERGROUND DETENTION SYSTEM, PLEASE USE LINK PROVIDED BELOW.http://retain-it.com/library/retain-it-sms-owners-maintenance-guide.pdfA MAINTENANCE LOG SHOULD BE KEPT WITH THE AMOUNT OF SEDIMENT REMOVED, THE DATE IT WAS REMOVED, AND A BRIEF DESCRIPTION OF THE CONDITION OF THE STRUCTURE.D. PROPRIETARY HYDRODYNAMIC SEPARATORBEFORE BEING DISCHARGED TO THE UNDERGROUND GALLERIES, STORMWATER RUNOFF FROM THE ROADWAYAND BUILDING WILL BE DIRECTED TO A HYDRODYNAMIC SEPARATOR. THIS STRUCTURE WILL REMOVESUSPENDED SOLIDS, DEBRIS AND FLOATABLES CONSTITUENTS FROM STORMWATER. OIL, SCUM, ANDSEDIMENT WILL EVENTUALLY ACCUMULATE AND CAN BE REMOVED THROUGH A MANHOLE LOCATED AT THETOP OF THESEPARATOR. THIS STRUCTURE WILL BE MAINTAINED YEARLY, OR MORE FREQUENTLY AS REQUIRED. THE UNITSHOULD BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.WASTE MATERIAL WILL BE PROPERLY DISPOSED OF OFF THE SITE.E. LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOIL EROSION. USE IFFERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENT APPLICATION PROCESSES.F. ROOF GUTTERSREMOVE ACCUMULATED DEBRIS AND INSPECT FOR CLOGGING AND/OR DAMAGE AT LEAST ONCE A YEAR,TYPICALLY IN THE FALL AFTER THE LEAVES HAVE FALLEN. ANY DAMAGE SHOULD BE REPAIRED AS REQUIRED.SITE PLAN - UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETJUNE 28, 2023IWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 ABCED136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136STKDOUBLE ROW OF SILTFENCE SPACED 12"-15"APART WITH WOOD CHIPSPLACED BETWEENSWCEIPECBDBTST 1SEE THIS SHEET FORSIZING INFORMATION100'UPLANDREVIEWAREA134136138138136137138140142144146148150140124126128130132134132130128126136134132130134136126128130132134138138138138136134134133134133136136136138136135137138140142144146148150140140DBMAINTAIN EXISTINGSWALE ALONGPROPERTYSWIMMEDIATELY AFTER MASSEARTHWORK IS COMPLETED ANDPRIOR TO FOUNDATION WORK.AREA TO BE SPRAYED WITHECOAEGIS BONDED FIBER MATRIXOR EQUAL TO COVER THEEXPOSED SOIL (TYP.)FLFLFLFLFLFLSPILLWAYTST 2SPILLWAYFLFLFLFLSHEET NAMEDATESE-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SEDIMENT & EROSION CONTROL PLANSHEET NO.07 OF 12DESCRIPTIONBYDATE0'20' 40'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSOIL EROSION AND SEDIMENT CONTROL NARRATIVESEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHINTHE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTILPERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROLMEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL,CONNECTICUT - 2002, TOWN OF SOUTH WINDSOR STANDARDS, AND IN ALL CASES BEST MANAGEMENTPRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECTA.) CONSTRUCTION OF A MULTI-FAMILY DEVELOPMENT.B.) DISTURBED AREA: ±4.2 AC.2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNSA.) CUTS AND FILLS ASSOCIATED WITH CONSTRUCTION.B.) PROTECTION OF ONSITE WETLANDS.3.IDENTIFICATION OF OTHER POSSIBLE PERMITSTHE PERMITS REQUIRED FOR THE PROJECT ARE LOCAL INLAND WETLANDS, AND PLANNING AND ZONINGPERMITS.4.RESPONSIBLE PARTYEDDY MAJEWSKIMETRO CONSTRUCTION CORP.CE CONSTRUCTION ENTRANCEIPINLET PROTECTIONGSF SEDIMENT FILTER FENCE(TYP. OF ALL INLETS)SWSTRAW WATTLESEROSION CONTROL LEGEND SEDIMENT FILTER FENCE AREA SURROUNDED WITH TEMPORARY SOIL STOCKPILESTK1. SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OFSUCH INSPECTIONS SHALL BE MAINTAINED AT THE SITE.2. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATEDBY CHANGING SITE CONDITIONS3. INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4. ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCHTHAT NONE OF THE ABOVE ENTER WATERS OR WETLANDS.6. A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALLBE MAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7. ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION ANDSEDIMENT REMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESDBTEMPORARY DIVERSION BERM/SWALEWITH STONE CHECK DAMS 75' O.C.TSTTEMPORARY SEDIMENT TRAPECBEROSION CONTROL BLANKETIWC RESUBMISSIONRYE08/30/2023DSFDOUBLE ROW OF SILT FENCE SPACED 12"-15" APART WITHWOOD CHIPS PLACED BETWEENTST 1 ±2.1 ±282 CY 6 FT 75'L x 50'W x 6'D 833 CYTST 2 ±1.2 ±160 CY 6 FT 90'L x 25'W x 6'D 480 CY *134 CY STORAGE VOLUME REQUIRED PER ACRE CONTRIBUTING AREA TO TSTTEMPORARY SEDIMENT TRAP SIZING SUMMARYACRESVOLUME STORAGEREQUIREDDEPTH STORAGETRAP DIMENSIONSVOLUMEPROVIDEDFLFLFLOC LOGAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624 SHEET NAMEDATESE-2PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSEDIMENT & EROSION CONTROL DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.08 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMFENCE POST (TYPICAL)AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOILFLOW100°36"±12" MIN.GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAYBE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOTTO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING WATER,ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTHMATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENTAND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OFADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO PREVENT, INSOFAR ASPOSSIBLE, EROSION ON THE SITE.GENERAL:1. THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO FOUR VERTICAL (1:4).d. PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILLSLOPES.e. EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TOENDANGER ADJOINING PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROMEROSION, SLIDING, SETTLING, OR CRACKING.f. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OFANOTHER OWNER OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATERBODIES.g. PRIOR TO ANY REGRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD ANDOTHER SEDIMENTS FROM LEAVING THE SITE.GENERAL:1. TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH,AND MAINTENANCE OF VEGETATION.2. UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BONDWITH TOPSOIL.3. REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.4. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BERELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES LARGER THAN1.25" , LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. ITSHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, ANDQUACKGRASS.5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS 6. THE pHSHOULD BE 5.5 TO 7 IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.1. AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2. SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST FOUR INCHES (4"), OR TO THEDEPTH SHOWN ON THE LANDSCAPING PLANS.TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THATPRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERETHE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARYVEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BYSEPTEMBER 1.GENERAL:1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF TWO (2) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PERACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH.APPLY ONLY WHEN GRASS IS DRY.5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHESUSING A DISK OR ANY SUITABLE EQUIPMENT.6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOURIF SITE IS SLOPING.SITE PREPARATION:1. SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEEVEGETATIVE COVER SELECTION & MULCHING2. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.3. UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOILUSING SUITABLE EQUIPMENT.4. MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE)GENERAL:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECTARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROMSEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BEAPPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEENCOMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR PER THE TECHNICAL SPECIFICATIONS.TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 5 LBS./1,000 SQ.FT. (LOLIUM PERENNE)* PERMANENT VEGETATIVE COVER: SEE SPECIFICATIONSTEMPORARY MULCHING:CLEAN DRY STRAW OR HAY FREE OF WEEDS WITH A MULCH TACKIFIER 70-90 LBS./1,000 SQ.FT.(TEMPORARY VEGETATIVE AREAS)WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TOSEEDING (EXCEPT WHEN HYDROSEEDING).2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. ABOVE).3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, ORHYDRAULIC APPLICATION.4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLEEQUIPMENT (EXCEPT WHEN HYDROSEEDING).5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHINGSPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION ABOVE).6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATESWHEN HYDROSEEDING.7. USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREASWHERE IT IS IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOILTESTS.3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000SQ. FT.).GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVENTHROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST ANDBURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSIONAND REDUCE SEDIMENTATION.CONSTRUCTION:1. BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2. EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR INCHES.3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARSDRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BEANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.4. GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCEAND BURIED A MINIMUM OF SIX INCHES (6") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTERFABRIC SHALL OVERLAP A MINIMUM OF TWO FEET (2').INSTALLATION AND MAINTENANCE:1. BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.2. BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATIONINDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURINGCONSTRUCTION.3. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.4. INSPECTION SHALL BE FREQUENT (PER TABLE BELOW) AND REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED.5. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TOBLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.EXECUTIONTOPSOILLAND GRADINGSEDIMENT & EROSION CONTROL SPECIFICATIONSVEGETATIVE COVER SELECTION AND MULCHINGTEMPORARY VEGETATIVE COVEREROSION CHECKSOPTIONAL METALHANGING FRAME FORTRAFFIC CONDITIONS1" REBAR FOR BARREMOVAL FROM INLETSILTSACKDUMP STRAP2 EACH DUMP STRAPSEXPANSION RESTRAINT(1/4" NYLON ROPE, 2"FLAT WASHERS)BAG DETAILEdge RoadwayNOTE: CONSTRUCTION ENTRANCE PAD SHALL BEINSTALLED AND MAINTAINED DURING OPERATIONSWHICH PROMOTE VEHICULAR TRACKING OF MUDFILTER FABRIC ON COMPACTEDSUBGRADENO. 3 (2") BROKEN ORCRUSHED STONE 6" MIN.THICKNESS50' MIN ORAS SHOWN ON PLANAS REQUIREDEROSION CONTROL MAINTENANCE INTERVALSEROSION CONTROLMEASURECONTROL OBJECTIVEINSPECTION/MAINTENANCEFAILURE INDICATORSREMOVALSILT FENCE (SF)(RELATED: IP, STK)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS DEPTH IS EQUAL TO ½ THE TRENCHHEIGHT. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERING OPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESILT FENCE MAY BE REMOVED AFTER UPHILL ANDSENSITIVE AREAS HAVE BEEN PERMANENTLY STABILIZED.STRAW WATTLES (SW)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE THE DEPTH OF SEDIMENT IS EQUAL TO ½THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERINGOPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESTRAW WATTLES MAY BE REMOVED AFTER UPHILL AREASHAVE BEEN PERMANENTLY STABILIZED.CONSTRUCTION ENTRANCE(CE) / ANTI-TRACKING APRON- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO PAVEDSURFACES.INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC ADDITION OF STONE,OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTIONENTRANCE SHALL BE IMMEDIATELY REMOVED.- SEDIMENT IN ROADWAY ADJACENT TO SITECONSTRUCTION ENTRANCE MAY BE REMOVED ONCE THESITE HAS BEEN PERMANENTLY STABILIZED, AND ALL OTHERSECTIONS OF ROADWAY HAVE BEEN PERMANENTLY PAVED.CATCH BASIN INLETPROTECTION (IP)- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROMENTERING STORM DRAINAGE SYSTEM.INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE THAN 6" OF SEDIMENT,REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE AND HAY BALES PER NOTED ABOVE.- RIPPED BAG- FAILED HAY BALES / SILT FENCE- SIGNIFICANT SILT PRESENCE IN STORM DRAINAGE SYSTEM OUTFLOW.INLET PROTECTION MAY BE REMOVED ONCE THE SITE HASBEEN PERMANENTLY STABILIZED, AND ALL SECTIONS OFROADWAY HAVE BEEN PERMANENTLY PAVED.STOCKPILE PROTECTION(STK)- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED, AND REDUCE WATER-TRANSPORT.INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODICREINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE NECESSARY.- EVIDENCE OF STOCK PILE DIMINISHING DUE TO RAIN EVENTS- FAILURE OF SILT FENCESTOCKPILE PROTECTION MAY BE REMOVED ONCE THESTOCKPILE IS USED OR REMOVED.TEMPORARY SEDIMENT TRAP(TST)- DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW A MAJORITY OF THE SEDIMENT TO SETTLE OUT.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. STONE OUTLET SHOULD BE AT LEAST 1 FOOT BELOW CREST OF EMBANKMENT. SEDIMENTMUST BE REMOVED WHEN ACCUMULATION REACHES ½ OF THE REQUIRED WET STORAGE.- TURBID WATER- EXCESSIVE SEDIMENT ACCUMULATION- OVERTOPPING EVIDENCETST MAY BE REMOVED ONCE THE CONTRIBUTING DRAINAGEAREA IS PERMANENTLY STABILIZED.TEMPORARY DIVERSIONBERM/SWALE(TBS)- MINIMIZE VELOCITY AND CONCENTRATION OF SHEET FLOW ACROSSCONSTRUCTION SITE TO A SEDIMENT TRAPPING FACILITY.- DIVERT WATER ORIGINATING FROM UNDISTURBED AREA AWAYFROM CONSTRUCTION.WHEN LOCATED WITHIN CLOSE PROXIMITY TO ONGOING CONSTRUCTION ACTIVITIES, INSPECT AT THE END OFEACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. OTHERWISE INSPECT AT LEAST ONCE A WEEK ANDWITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5 INCHES OR MORE. REPAIR THETEMPORARY MEASURE AND ANY OTHER ASSOCIATED MEASURES WITHIN 24 HOURS.- PHYSICAL DAMAGE- EXCESSIVE SCOURING/EROSION- REPETITIVE FAILURETEMPORARY DIVERSIONS MAY BE REMOVED ONCECONSTRUCTION HAS CEASED AND THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.21 MAXINSTALL PERIMETER CONTROL(GEOTEXTILE SILT FENCE ORAPPROVED EQUAL)20' MAX.10'TEMPORARY SLOPESTABILIZATION ASNECESSARYNOTES:1. INSTALL A GEOTEXTILE SILT FENCE AND/OR HAY BALE BARRIER AROUND THESTOCKPILE AREA APPROXIMATELY 10 FEET FROM THE PROPOSED TOE OF SLOPE.2. SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 2:1. STOCKPILES THAT REMAININACTIVE FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHEDIMMEDIATELY AFTER FORMATION3. DISTANCE FROM WETLANDS, WATERCOURSES, DRAINAGE WAYS AND STEEPSLOPES SHALL BE MAXIMIZED. RUNOFF SHALL BE DIVERTED AWAY FROMSTOCKPILE AREATEMPORARY INLET PROTECTIONNOT TO SCALETEMPORARY SOIL STOCKPILENOT TO SCALECONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT FILTER FENCENOT TO SCALEDIVERSION BERMBAFFLE TO INCREASE FLOW BATH(SEE SEDIMENT AND EROSIONCONTROL PLAN FOR LOCATION)2:1 SIDE SLOPECONNDOT #3 STONECOMPACTED EARTHEMBANKMENT(5' MAX. HEIGHT)APRON WITH MODIFIEDROCK RIPRAP(5' MIN. LENGTH)TEMPORARY SEDIMENT TRAP(ISOMETRIC VIEW)NOT TO SCALEINSTALL FLOC LOGS AT OUTLETASTONE CHECK DAM UPSTREAMSPACING BETWEEN CHECK DAMSL' = DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATIOINNOTES:1.KEY STONE INTO THE DITCH BANKS AND EXTEND INTO THE ABUTMENTS A MINIMUM OF 18" TO PREVENTFLOW FROM FLANKING THE CHECK DAM.2.THE MINIMUM DESIGN CAPACITY SHALL CONVEY A 2 YEAR-24 HOUR PEAK FLOW.3.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONSSHOWN ON THE PLAN.4.SET SPACING OF CHECK DAMS TOP ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAMDAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.5.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITHSTONE OR LINER AS APPROPRIATE.SECTION A-APOINT APOINT BFLOW LINEVARIESFLOW36" MAX.FLOW LINE1 OR FLATTER1CONNDOT NO. 3STONE (CRUSHED)GEOTEXTILE IF NECESSARY18" (SEE NOTE 1)36" MAX.6" MIN.A18" (SEE NOTE 1)FLOC LOGAPS 700 SERIESSEE PLAN FOR PLACEMENTFLOC LOGAPS 700 SERIESSEE PLAN FOR PLACEMENT2112BERM1TEMPORARY MULCHBERM SURFACEEXISTING GRADE6'2'3' MIN.24' MIN.TEMPORARY DIVERSIONBERM/SWALE (DB)NOT TO SCALESTONE CHECK DAMNOT TO SCALE5.1.3.2.4.APPLICATION OF EROSION CONTROLBLANKET ON SLOPES (ECB)NOTES:1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OFLIME, FERTILIZER, AND SEED. NOTE: WHEN USING SCC225, DO NOT SEEDPREPARED AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING.3.ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATERFLOW.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITHAPPROXIMATELY 2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETSEND OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP.STAPLE THROUGH OVERLAP AREA, APPROXIMATELY 12" APART.REFER TO GENERAL STAPLE PATTERN GUIDE IN NORTH AMERICAN GREENCATALOG FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPEINSTALLATIONS.NOT TO SCALESTRAW WATTLES (SW)NOT TO SCALESTRAW WATTLESOR APPROVEDEQUALAREA TO BE PROTECTEDWORK AREAWORK AREAWATER FLOWSTRAW WATTLESOR APPROVEDEQUALAREA TO BE PROTECTEDPLAN VIEWSECTION VIEWSTAKEWATER FLOW9" MIN.AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOIL100°36"±12" MIN.FENCE POST (TYPICAL)WOOD CHIPS2ND ROW OFSILT FENCE12"-15"±12" MIN.DOUBLE ROWOF SEDIMENT FILTER FENCENOT TO SCALEIWC RESUBMISSIONRYE08/30/2023WET POOL ELEV.SECTION A-A21.5112121FLOWWET POOLELEV.ELEVATION MARKFOR CLEAN OUTCONNDOT #3 STONEWEIR CRESTNON-WOVEN GEOTEXTILE FABRIC120LB MIN. TENSILE STRENGTH,135 GAL./MIN. FLOW RATEMODIFIED ROCK RIPRAPNON-WOVEN GEOTEXTILE FABRIC120LB MIN. TENSILE STRENGTH,135 GAL/MIN FLOW RATE12" MIN.WEIR LENGTH12" MIN.5' MAXDEPTH12" MIN.12" MIN.5' MAX1' MIN.2' MIN. - 4' 6" MAX.DRY STORAGE3' MAX.AATEMPORARY SEDIMENT TRAP (TST)NOT TO SCALEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 SHEET NAMEDATESD-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.09 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMBITUMINOUS CONCRETE WALKSNOT TO SCALECOMPACTED SUBGRADE4"2"6"PROCESSED STONE(CTDOT Form 818/Sec M.05.01)CLASS 2 BITUMINOUSCONCRETE SURFACE COURSE6"SEE PLAN FOR WIDTHACCESSIBLEVAN6' ABOVE GRADESILVER COPYON BLUEBACKGROUND(CTDOT31-0629)ALUMINUM 0.080" THICKVAN ACCESSIBLE SIGNCTDOT (31-0648) SEEPLAN FORAPPROPRIATEAPPLICATIONRESERVED LOGO SHALLCOMPLY WITH SECTION(AMD) 703.6.3.1INTERNATIONAL SYMBOL OFACCESSIBILITY FROM THE2016 CT STATE BUILDINGCODE EFFECTIVE OCTOBER1, 2016. RESERVED PARKING SIGNNOT TO SCALE15'2'5'16'8'2'10'8'WHEEL STOP-TYP. ALL RESERVEDPARKING STALLSVANACCESSIBLENOT-VANACCESSIBLE18'4" WHITELINE ORAS PERLOCALREGULATIONSLINE NOTREQUIRED IFSPACE ISADJACENT TOCURB18'SEE LAYOUT PLAN FORSTRIPING LOCATIONLINE NOT REQUIREDIF SPACE ISADJACENT TO CURBRESERVED PARKING SIGN,SEE LAYOUT PLAN FORLOCATION4" WHITE LINEOR AS PER LOCALREGULATIONS39"RESERVEDPARKING SPACEMARKING34"7" RESERVED PARKINGNOT TO SCALECTDOT CLASS 2 BITUMINOUSCONCRETE WEARING COURSE112"112"6"10"CTDOT CLASS 1 BITUMINOUSCONCRETE BINDER COURSEPROCESSED STONE(CTDOT Form 818/Sec M.05.01)GRAVEL BASE(CTDOT Form 818/Sec M.02.06Grading A)COMPACTED SUBGRADE BITUMINOUS CONCRETENOT TO SCALEBITUMINOUS CONCRETESURFACE OF PAVEMENT 3"TWO COURSE BITUMINOUSCONCRETE PAVEMENTBITUMINOUS CONCRETE CURB9"3"6"48°21°1"2" RNOT TO SCALE0.45" MIN. TO0.9" MAX.DOME SPACINGDOME SECTIONNOTES:THE DETECTABLE WARNING STRIP SHALL BE A PREFABRICATEDDETECTABLE WARNING SURFACE TILE THAT IS CAST IN PLACE ANDREPLACEABLE SUCH AS MANUFACTURED FROM ALERTTILE DETECTABLEWARNING SYSTEMS, ADA SOLUTIONS, OR APPROVED EQUAL. THE TILESHALL HAVE A BRICK RED HOMOGENEOUS COLOR IN COMPLIANCE WITHFEDERAL STANDARD 595A COLOR #2144 OR APPROVED EQUAL0.9" MIN. TO1.4" MAX.MIN.0.65"1.6" MIN. TO2.4" MAX.0.2"24"48" DETECTABLE WARNING STRIPNOT TO SCALE5"6"6"6"COMPACTED GRAVELCOMPACTED AGGREGATE4"BITUMINOUS PAVEMENT (SEEBITUMINOUS CONCRETE DETAIL)4000 PSI CONCRETEUNIT PAVERS OR6" OF TOPSOILAPPROVED BACKFILLMATERIAL TAMPED TOTOPSOIL LIMITCONCRETE CURBNOT TO SCALENOTES:1. CONCRETE IS TO BE AIR ENTRAINED 3%-6%2. CONCRETE CURB MAY BE PRECAST UNITS. SUBMIT SHOP DRAWINGS.ROOTBALLNOTE:1.SUPPORT STAKES SHALL BE REMOVED BY THE CONTRACTOR ONEYEAR AFTER INSTALLATION.TREE PLANTINGNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DONOT OVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITBEND BACK WIRE BASKETREMOVE TOP PORTION OF BURLAPONLYCOMPACTED SUBGRADECLEANBACKFILLSLOPED SIDES34" MIN.8'EDGE OF MULCH ASPER PLANS ORDRIPLINE OF TREE4" DEPTH OF MULCHROOTFLAREFINISHED GRADE5' TILLED TOPSOIL (TYPICAL)2" HIGH EARTHEN SAUCERSUPPORT POSTDRIVE POST AT ANGLE AND DRAWVERTICAL1/4 WIDTH OF ROOTBALLPLANSECTIONNOTES:1. UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSNOTE:EXPANSION JOINTS 20' O.C.MAXIMUM SCORE JOINTS 5' O.C.TYPICAL (SEE JOINT DETAILS)CLASS F CONCRETE, 4000 PSI AND5%-7% AIR ENTRAINMENT WITH4x4 WWF 6x6-W1.4xW1.4PROCESSED AGGREGATE BASECOMPACTED SUBGRADE8"8"2 1/2"X X X X XCONCRETE DUMPSTER PADNOT TO SCALESTOP SIGNNOT TO SCALEWHITERED30"30"TRAFFIC SIGN POSTNOT TO SCALENOTES:1. FOR POST MOUNTING, USE NON-CORROSIVE 3/8" MACHINE BOLTS WITH WASHERS,2 PER SIGN.2. FOR WALL MOUNTING, USE NON-CORROSIVE 3/8" LAG BOLTS WITH LEADEXPANSION SHIELD, 4 PER SIGN.3. BOTTOM OF FOOTING TO BE 12" BELOW FROST LINE, EXISTING UNDISTURBEDGRADE OR FINISHED GRADE, WHICHEVER IS GREATER.2" GALVANIZEDSQUARE STEEL PIPE(PAINTED BLACK)STEEL TROWEL FINISHFINISH GRADE ORFINISH PAVING3000 PSI CONCRETE BASE8'4'3' MIN.0.94'6'ABOVE GROUNDCAP UNIT ADHERE TOTOP UNIT WITHCONCRETE ADHESIVEIMPERVIOUS FILL(12" DEEP)GEOSYNTHETIC REINFORCEMENTFINAL DESIGN TO DETERMINELENGTH, TYPE, AND SPACINGRETAINED BACKFILLAPPROX.EXCAVATION LINEREINFORCED BACKFILLCOMPACTED 95% OF MAXIMUMSTANDARD PROCTOR DENSITY4" DIA (MIN.) DRAIN PIPEOUTLET THROUGH WALL@ LOCATION SHOWNSLOPE TO DRAIN (18" /FT.)IMPERVIOUS FILLGRANULAR LEVELING PAD(6" THICK MIN.)MODULARCONCRETE UNIT(TYP.)DRAINAGE AGGREGATE(12" THICK MIN.)TYPICAL SECTION - REINFORCED RETAINING WALLNOT TO SCALEFENCE - PER BUILDING CODEFINISH GRADE9'-0"5.50"5.50"32"10"12"1"CAP STYLE: NEWENGLAND - V55NE6'6"2"7'-1114"CONCRETE FOUNDATION (42"X12")3000 PSI CONCRETEFINISHED GRADENOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS.2. ALL DIMENSIONS ARE CONSIDERED TRUE ANDREFLECT MANUFACTURER'S SPECIFICATIONS.3. VINYL FENCE SHALL BE ASTM F964-09 COMPLIANT.4. COLOR: GRAY5. FENCE TO BE MODEL V300 (6' HIGH) WITH WINDKIT AS MANUFACTURED BY:ILLUSIONS VINYL FENCEMEDFORD, NY 11763www.illusionsfence.comTOLL FREE: 1-800-339-3362OR AN APPROVED EQUAL.6. CAP STYLE TO BE NEW ENGLAND - V55NE 6' VINYL CLAD PRIVACY FENCENOT TO SCALEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 SHEET NAMEDATESD-2PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.10 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMAABB5' 4"4' 4"TYPE "C-L" CATCH BASINNOT TO SCALESECTION B-BSECTION A-ABRICK, CLASS "A" CONCRETE ORMASONRY CONCRETE UNITS.WHERE BRICK OR MASONRYCONCRETE UNITS ARE USED,CORBELLING WILL BE PERMITTED.MAXIMUM CORBELL TO BE 3". NOPROJECTION SHALL EXTENDINSIDE OF LIMITS NOTED BY *.CLASS "A" ALTERNATECONCRETE POURED INPLACE OR PRECASTCONCRETE UNITNORMAL FINISHED GRADE8"8"4' 4"36"CLASS "A" CONCRETE ORPRECAST UNITIN SANDYSOILS APPLYDAMPPROOFING ON4 WALLS12"12"5"20 3/8"10 13/16"10 13/16"5"3" MIN.20 3/8"*7 13/16"7 13/16"NOTES:1.WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE ATLEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN.8"8"48"5' 4"PLAN12"12"2' 8 3/4"7 5/8"7 5/8"24" MIN.6"VARIES24"8"1/2" MIN.4 13/16"8 5/16"37 3/4"8 5/16"4 13/16"CLASS "A" CONCRETEOR PRECAST UNITBRICK, CLASS "A" CONCRETE ORMASONRY CONCRETE UNITS.WHERE BRICK OR MASONRYCONCRETE UNITS ARE USED,CORBELLING WILL BE PERMITTED.MAXIMUM CORBELL TO BE 3". NOPROJECTION SHALL EXTENDINSIDE OF LIMITS NOTED BY *.ALTERNATECONSTRUCTION WITHFULL CURB BACK TO BEUSED AT ALL LOCATIONSADJACENT TO EXISTINGOR PROPOSED CURB.NOTES:1.WHEN CATCH BASIN IS SET IN CONCRETE PAVEMENT. THE 1/2" SLOPE ON THE TOP SURFACE SHALL BE CHANGED TO MATCH ADJOINING PAVEMENT.2.WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN.IN SANDYSOILS APPLYDAMP-PROOFING ON4 WALLS.TYPE "C" CATCH BASINNOT TO SCALEPAVEMENT CROSS SLOPECLASS "A" CONCRETEPOURED IN PLACE ORPRECAST CONCRETE UNITSECTION B-BSECTION A-A8"48"5' 4"24"MINIMUM.6"VARIES24"SEE DETAILS7 5/8"12"2' 8 3/4"3 5/8"2"7 1/2"18 7/8"PLAN8"36"4' 4"1 1/2"5' 4"4' 4"AABB7 13/16"12"24 1/8"*8"3 3/16"11 1/2"2 3/16"1/2"2"10 3/16"10"10 3/16"1"10"2"5"NOTES:1.BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERSSHALL BE 3/4" CRUSHED STONE.2.PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'STORM DRAINAGE TRENCHNOT TO SCALESEE SITE PLAN FORSURFACE TREATMENTEDGE OF TRENCHFINISHED GRADEFINAL BACKFILL LAYER:SUITABLE EXCAVATEDMATERIAL MAY BE USEDINITIAL BACKFILL LAYER:INSTALL AND COMPACT6" MIN. ABOVE CROWNOF PIPEHAUNCHING LAYER: 6"MAX. LIFTS, COMPACTEDBOTTOM OF TRENCHEXCAVATIONSPRING LINEBEDDING LAYER:4" MIN. IN EARTH6" MIN. IN ROCK CUTHDPE PIPETEMPORARY SUPPORTSYSTEM (AS REQUIRED)UTILITY DETECTORTAPEDIA.TRENCH WIDTHI.D. OF PIPE +2.0'6"PRECAST CONCRETE STORM DRAINAGE MANHOLENOT TO SCALEADJUST TO GRADE WITH MINIMUMOF 2 COURSES, MAXIMUM 7COURSES OF BRICK OR PRECASTRINGSPRECAST REINFORCED CONCRETEMANHOLE CONE SECTIONALL JOINTS SHALL HAVE RUBBERGASKETS IN ACCORDANCE WITHASTM SPEC. C-361BRICK AND NON-SHRINK MORTARCONNECTION, PARGE EXTERIOR ORAPPROVED FLEXIBLE CONNECTION2' STUB1" GROUTMANHOLE FRAME AND COVER(TYPE AS REQUIRED)STORM DRAIN PIPENOTES:1.5' OR 6' DIAMETER PRECAST BASES MAY BE REQUIRED DUE TO SIZE OR NUMBER OFPIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6'BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE BY 1" FOREACH 1'-0" OF INSIDE DIAMETER.6" MINIMUMSTONE FOUNDATION7"48" DIA.5"12"2 1/4"9"24"DIA.8"36" MIN.VARIES36" MIN. ECCENTRICMANHOLE CONECLASS "A" CONCRETE POURED INPLACE OR PRECAST CONCRETEUNITPERVIOUS BACKFILL ABOVE THISELEVATION,MAX.DEPTH 3'-0''BELOW THE TOP OF THESTRUCTURE NORMAL FINISHED GRADING,GRADING TO BE VARIESADJACENT TO CATCH BASINAS DIRECTEDCLASS "A" CONCRETEPOURED IN PLACE ORPRECAST CONCRETE UNIT2-#4 BARS, 7'-4" LONG EACH SIDEFOR ALTERNATESEE DETAIL "B"5/8" DIA. HOLES FOR 2-#4 BARS7'-4" LONG (TYPICAL)SECTION A-A2-#4 BARS, 3'-10" LONG EACHSIDESEE DETAIL "A"ELEVATION OF FLOW LINE ASSHOWN ON PLANS OR ASDIRECTED BY THE ENGINEERWHEN THIS DIMENSION EXCEEDS10',CATCH BASIN WILL BECLASSIFIED AS TYPE ''C-L'' CATCHBASIN DOUBLE GRATE TYPE IIOVER 10' DEEPSTEEL BEAM S4x9.5 3'-9" LONGMINIMUM DEPTH, UNLESSSPECIFICALLY ORDEREDOTHERWISE, UNDER TRAVEL WAY1'-7 1/2" UNDER UNTRAVELEDAREAS 0'-3"BAADRAINAGE OPENINGS IN 4 WALLSAT OR IMMEDIATELY ABOVE THEBOTTOM OF THE PERVIOUSBACKFILLTYPE ''C-L'' CATCH BASIN DOUBLE GRATE - TYPE IINOT TO SCALESECTION B-BPLAN1/2"10"7 13/16"24"VARIES.6"36"4' 4"24" MINIMUM8"1' 3 13/16"1' 8 3/8" **5"10 13/16"1' 8 3/8"24" MINIMUM.4"8"10"24"VARIES.6"6' 6 1/2"7' 10 1/2"5' 10 1/2" **1/2"7' 10 1/2"4' 4"12"1 3/16"8 5/16"3' 1 3/4"BNOTES:1.FOR DETAILS OF FRAME AND GRATE SEE CONNDOT STANDARD DRAWING 507-K.2.USE APPROPRIATE CONCRETE TOP FOR CURBING SHOWN ON PLANS. IF CURBING IS NOT SPECIFIED ON THE PLANS, IT SHALL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER.3.ALL FACES OF STRUCTURES IN CONTACT WITH CONCRETE PAVEMENT SHALL BE COVERED WITH A LAYER OF TAR PAPER OR APPROVED EQUAL. THE COST FOR THE PAPER SHALL BE INCLUDED IN THEBID PRICE FOR THE TYPE OF CATCH BASIN INSTALLED.4.USE 6'-0'' ON UPGRADE SIDE OF CONTINUOUS GRADE AND 1'-0'' ON DOWNGRADE SIDE OF CONTINUOUS GRADE OR AS DIRECTED.5.IF MASONRY UNITS ARE REQUIRED, THE BASIN SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE OVER ALL DIMENSIONS SHOWN HERE AND SECTION 5.07 OF THE STATE OF CONNECTICUT'SSTANDARD SPECIFICATIONS. CORBELLING SHALL BE PERMITTED TO A MAXIMUM OF 3". NO PROJECTION SHALL EXTEND INSIDE THE LIMITS NOTED BY **.6.WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12'' THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (12'' THICKNESS WILL START AFTER THE FIRST 10').7.TO CONVEY SUBSURFACE DRAINAGE, OPENINGS SHALL BE FORMED IN THE FOUR WALLS AT OR IMMEDIATELY ABOVE THE BOTTOM OF THE PERVIOUS BACKFILL.8.MINIMUM CONCRETE COMPRESSIVE STRENGTH OF F'c = 4000 PSI SHALL BE OBTAINED PRIOR TO SHIPPING.9.LATEST STATE OF CONNECTICUT'S STANDARD SPECIFICATIONS AND SUPPLEMENTALS SHALL GOVERN.DRAINAGE OPENINGS IN 4WALLS AT OR IMMEDIATELYABOVE THE BOTTOM OF THEPERVIOUS BACKFILL.IN SANDYSOILS APPLYDAMP-PROOFINGON 4 WALLSNOTES:1.FOR DETAILS OF STEEL FRAME & GRATE SEE STANDARD SHEET NO. 507-K TWO FRAMES & GRATES REQUIRED FOR EACH CATCH BASIN.2.WALLS OF ALL CATCH BASINS OVER 10 FT. DEEP TO BE INCREASED TO 12'' THICKNESS, INSIDE DIMENSIONS TO REMAIN THE SAME.3.ALL STEEL, EXCEPT REINFORCING BARS,SHALL BE GALVANIZED IN ACCORDANCE WITH M.06.03.4.ALL BARS SHALL HAVE 2'' COVER.TYPE "C" CATCH BASINDOUBLE GRATE - TYPE IINOT TO SCALESECTION A-ASECTION B-BELEVATION OF FLOW LINE ASSHOWN ON PLANS OR ASDIRECTED BY THE ENGINEERWHEN THIS DIMENSION EXCEEDS10", CATCH BASIN WILL BECLASSIFIED AS TYPE ''C-L'' CATCHBASIN DOUBLE GRATE TYPE IIOVER 10 FT. DEEP.PERVIOUS BACKFILL ABOVE THISELEVATION,MAX.DEPTH 36" BELOWTHE TOP OF THE STRUCTURECLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETEUNIT6' 6 1/2"7' 10 1/2"6"VARIABLE24"10"8"4"12"24" MINIMUM8"4"12"5' 10 1/2" **(2) #4 BARS, 3' 10" LONG EACHSIDESEE DETAIL "A"(2) #4 BARS, 7' 4"LONG EACH SIDE12"1 3/16"8 5/16"3' 1 3/4"3' 1 3/4"8 5/16"1 3/16"NORMAL FINISHED GRADING,GRADING TO BE VARIEDADJACENT TO CATCH BASIN ASDIRECTEDCLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETEUNIT.8"8"36"4' 4"CLASS ''A'' CONCRETE OR PRECASTUNITCLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETE UNIT.PAVEMENT CROSS SLOPE2 3/16"2"10"1"5"8"24 1/8" *12"2 13/16"7 13/16"3 3/16"11 1/2"12"2"10 3/16"10"10 3/16"S4x9.52L 3 1/2"x 2 1/2"x 1/2"1/4"1/4"DETAIL "A"REMOVABLE CAP FLUSH WITHGRADEFINISHED GRADEWYECONNECTION6" PVCPIPE AS SPECIFIEDON PLANS2' MINIMUMCOVER OVER PIPEFLOWFLOWNOTE:CLEANOUT TO BE INSTALLED OVER ROOF LEADER WYE CONNECTIONS AND BENDSROOF LEADER CLEANOUTNOT TO SCALEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 7'-0"1/2"TYP.6 1/2"TYP.5'-0"12"18"TYP.6'5'612"12" LIP8"6"6"5'-8"612"2"TAPER8"1'-2"4'-6"114" PERFORATIONS(TYP.)6"6'-11"5'-8"1'612"7'8"3'-6"612"WINDOWPERFORATED WALLTYPICAL 5' UNIT DIMENSIONS5'-8"OPENOPENWINDOWWINDOWOPENWINDOWPERFWALLOPENPERFWALLMULTI ROW CENTERMULTI ROW PERIMETERMULTI ROW CORNEROPENPERFWINDOWOPENOPENBOPENCPERFPERFOPENWINDOWOPENWINDOWOPENAMULTI ROW CENTERMULTI ROW PERIMETERMULTI ROW CORNER8'8'8'6"7'6"6"7'6"6"7'6"6"7'6"6"7'6"6"7'6"FINISH GRADEELEVATIONWRAP ENTIRE BASEAND SIDES WITHGEOTEXTILEFABRIC/MEMBRANE(SEE DETAIL)OUTLETCONTROL5TRUCTURE 5EE &ET#ILTYPICAL CAST IRON30" FRAME & COVERTO GRADE6" STONEBASEENTIRE 5;5TEM TO $E WR#PPE&WIT* )EOTE:TILE (#$RICMEM$R#NEATTENUATIONCHANNELT;PIC#LOUTLETMO&ULEPLAN VIEWPERFPERFOPENBOPENPERFPERFPERFCOPENPERFOPENPERFOPENPERFT;PIC#LM#N*OLE#CCE55OUTLET CONTROL5TRUCTUREPERFPERFPERFPERFPERF48'(6 UNITS)B B BCPERFTYPICAL DETENTION /RETENTIONSHEET NAMEDATESD-3PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.11 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMOR APPROVED EQUALCONTECH CASCADE CS-5NOT TO SCALEWQF = 2.31 CFSRETAIN IT DETENTION SYSTEMNOT TO SCALE48"BUILT-IN WEIR WALLNOTES:THIS DETAIL REPRESENTS A MODIFICATION OF ASTANDARD STORM MANHOLE FOR USE INCONTROLLING THE DISCHARGE FROM THEDETENTION AREA. SEE THE MANHOLE DETAILFOR STANDARD DIMENSIONS AND NOTES.18" OUTLET PIPE 48" DIA.24" DIA.WEIR CRESTCONCRETE RISERSAS REQUIREDMANHOLE FRAMEAND COVERFINISHED GRADE8" CONCRETE FLAT TOP SLAB WITH 24"DIAMETER OPENING. 24" DIAMETEROPENING SHALL BE PROVIDED OVERUPSTREAM SIDE OF WEIR WALL.BUILD WEIR STRUCTUREFROM WALL TO WALL. CLASS"A" CONCRETE ANCHORSIDES TO MANHOLE WALL.SEE BUILT-IN WEIRWALL DETAIL FORDIMENSIONS OF LOWFLOW ORIFICES18" INLET PIPE129.0WEIR CREST ELEVATIONLOW-FLOW ORIFICE 1 DIAMETER 8" (2)LOW-FLOW ORIFICE 1 INVERT 127.0 WEIR CREST @ 129.02 - 8" DIA. ORIF. @ 127.0 (1)INV.=125.1INV.= 123.016"8"8"OUTLET CONTROL STRUCTURE 110SCALE = 2:1NOTE:INLET PIPEACCESS MANHOLE COVER (TYP.)4'SEE PLAN FOR OVER ALL LENGTHPLANWRAP 1-1/4" STONE IN NON-WOVENFILTER FABRIC, OVERLAP CONCRETESTRUCTURE BY 12" TYPICAL, DO NOTOBSTRUCT ACCESS COVERS30"48"WEIR ELEV.TOP ELEV.SECTION12"6"48"24"6"GRADE TO DRAIN12"48"6" MODIFIED RIPRAPCOVER GALLEY WITHMIN. 6" TOPSOIL & SEED24" HIGH BY 30" WIDE WEIR LOCATED INKNOCK-OUT AREA OF PRECAST CONCRETECATCH BASIN STRUCTURE1-1/4" BROKEN STONE48" HIGH BY 48" WIDE PRECASTCONCRETE GALLERYOVERFLOWELEV.=343.0THIS DETAIL REPRESENTS A MODIFICATION OF ASTANDARD CATCH BASIN STRUCTURE AND 48" BY 48"CONCRETE GALLERY FOR USE IN DISCHARGINGSTORMWATER RUNOFF. SEE THE CATCH BASIN FORSTANDARD DIMENSIONS AND NOTES.24" HIGH BY 30" WIDE KNOCK-OUTIN SIDE OF CONCRETE CATCHBASIN STRUCTUREPRECAST CONCRETE CATCH BASINFOUNDATION SLABSTANDARD PRECAST CONCRETE CATCHBASIN STRUCTURE* DIMENSIONS OF PRECAST CONCRETE GALLEY ARE BASED UPON A STANDARD 4'Wx4'Hx4'LGALLEY - UNITED CONCRETE PRODUCTS, INC. (203) 269-3119EL 120.0EL 121.5EL 123.0EL 124.0TYPICAL SECTION THRU INFILTRATION GALLERY LEVEL SPREADERNOT TO SCALEIWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 SHEET NAMEDATESD-4PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.12 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSPECIAL FOUNDATION IF ORDEREDBY ENGINEERSANITARY SEWER TRENCHNOT TO SCALETEMPORARY SUPPORTSYSTEM (AS REQUIRED)EDGE OFTRENCHFINISHEDGRADE6"(ROCK EXCAVATIONPAYMENT LINE)BOTTOM OF TRENCH12" MIN.1/2PIPE DIA.DIA.BANK RUN GRAVEL12" MIN.SUITABLE BACKFILLMATERIALTRENCH WIDTHPIPE DIA. + 2'PRECAST CONCRETE SANITARY MANHOLENOT TO SCALE6' DIA.8"6" MINIMUM STONEFOUNDATION4" MIN.CONCRETE OR BRICKAND MORTAR INVERT36" MINIMUMINLET PIPEVARIES36" MINIMUMECCENTRICMANHOLE CONENOMINAL PIPELENGTH PERMITTEDOUTLET PIPEDIA. AS SHOWN ONPLANS9"2 1/4"12"48" DIA.7"5"24" DIA.1" GROUTMANHOLE FRAMEAND COVER TYPEAS REQUIREDADJUST TO GRADE WITHMINIMUM OF 2 COURSES,MAXIMUM 7 COURSES OFBRICK OR PRECAST RINGSPRECAST REINFORCEDCONCRETE MANHOLE CONESECTIONALL JOINTS SHALL HAVERUBBER GASKETS INACCORDANCE WITH ASTMSPEC. C-361BRICK AND NON-SHRINKMORTAR CONNECTION, PARGEEXTERIOR; OR APPROVEDFLEXIBLE CONNECTION24" STUBFLOWSEE PLAN FOR INVERTSPIPE AS SPECIFIED(SEE PLAN)45° WYE45° ELBOWPIPE AS SPECIFIED(SEE PLAN)6" PIECE OFSTEEL REBARFINISHED GRADECLEAN OUT FRAME AND COVERFOR USE IN PAVED AREASSANITARY CLEANOUT DETAILNOT TO SCALETOWN OF SOUTH WINDSOR STANDARD DETAILS FOR USE WITHIN RIGHT OF WAY ONLYPUMP STATIONNOT TO SCALEIWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 ______________________ 2 A3-001______________________ 4 A3-001 ______________________ 1 A3-001 ______________________ 3 A3-001 UNIT B1 UNIT B1-A PRIVACY FENCES UNIT A1UNIT A1 RISER ROOM 97'-4" CLCLCL21'-0 3/4"20'-11 1/2"20'-11 1/2"34'-4 1/4"4'-6"43'-6"8'-4"97'-4" 56'-10 1/2"5'-7"13'-11"5'-7"15'-4 1/2"47'-6"8'-4"43'-6"1'-0"3'-0"4'-0"______________________ 1 A3-01 ______________________ 3 A3-01 ______________________ 4 A3-01 ______________________ 2 A3-01 ______________________ 2 A3-001______________________ 4 A3-001 ______________________ 1 A3-001 ______________________ 3 A3-001 PRIVACY FENCE UNIT A2 UNIT A2 UNIT B2 UNIT B2-A 97'-4" CLCLCL21'-0 3/4"20'-11 1/2"20'-11 1/2"34'-4 1/4"7'-6"43'-6"97'-4" 56'-10 1/2"5'-7"13'-11"20'-11 1/2"3'-0"1'-0"43'-6"47'-6"6" / 12" ______________________ 1 A3-01 ______________________ 3 A3-01 ______________________ 4 A3-01 ______________________ 2 A3-01 A1-11 BUILDING A- FLOOR PLANS 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 1/8" = 1'-0"A1-11 1 BUILDING A - LEVEL 1 1/8" = 1'-0"A1-11 2 BUILDING A - LEVEL 2 ______________________ 4 A3-02 ______________________ 3 A3-02 ______________________ 2 A3-02 ______________________ 1 A3-02 UNIT B1-AUNIT B1UNIT A1UNIT A1UNIT B1UNIT B1-A CLCLCL55'-3 3/4"21'-1 1/2"21'-1 1/2"55'-3 3/4" 152'-10 1/2"8'-4"43'-6"7'-0"6"51'-0"15'-4 1/2"5'-7"13'-11"5'-7"71'-11 1/2"5'-7"13'-11"5'-7"15'-4 1/2"4'-6" 157'-4 1/2"2'-4 1/2"4'-0"37'-1 1/2"1'-0"3'-0"47'-6"A1-21 BUILDING B- FLOOR PLANS 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 1/8" = 1'-0"A1-21 1 BUILDING B - LEVEL 1 ______________________ 4 A3-02 ______________________ 3 A3-02 ______________________ 2 A3-02 ______________________ 1 A3-02 UNIT B2-AUNIT B2UNIT A2UNIT A2UNIT B2UNIT B2-A CLCLCL55'-3 3/4"21'-1 1/2"21'-1 1/2"55'-3 3/4" 152'-10 1/2" 15'-4 1/2"5'-7"13'-11"5'-7"71'-11 65/128"5'-7"13'-11"5'-6 127/128"15'-4 1/2"43'-6"7'-0"6"51'-0"47'-6"43'-6"1'-0"3'-0"A1-22 BUILDING B- FLOOR PLANS 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 1/8" = 1'-0"A1-22 1 BUILDING B - LEVEL 2 ______________________ 4 A3-03 ______________________ 3 A3-03 ______________________ 2 A3-03 ______________________ 1 A3-03 UNIT A1UNIT A1UNIT B1-AUNIT B1UNIT A1UNIT A1 CLCLCL21'-0 3/4"21'-1 1/2"55'-4 1/2"21'-1 1/2"21'-0 3/4" 139'-9"8'-4"43'-6"6'-0"1'-6"59'-4"2'-4 1/2"4'-0"37'-1 1/2"1'-0"3'-0"47'-6"57'-0 1/2"5'-7"13'-11"5'-7"57'-7 1/2"4'-6" 144'-3" A1-31 BUILDING C- FLOOR PLAN 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 1/8" = 1'-0"A1-31 1 BUILDING C - LEVEL 1 ______________________ 4 A3-03 ______________________ 3 A3-03 ______________________ 2 A3-03 ______________________ 1 A3-03 UNIT B2-AUNIT B2UNIT A2UNIT A2 CLCLCL21'-0 3/4"21'-1 1/2"55'-4 1/2"21'-1 1/2" 57'-0 1/2"5'-7"13'-11"5'-7"3'-0"1'-0"43'-6"CLCLCL21'-0 3/4"21'-1 1/2"55'-4 1/2"21'-1 1/2"21'-0 3/4" 139'-9"1'-6"6'-0"43'-6"43'-6"7'-6"A1-32 BUILDING C- FLOOR PLAN 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 1/8" = 1'-0"A1-32 1 BUILDING C - LEVEL 2 LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10" ASPHALT SHINGLE ROOF VINYL ACCENT VINYL SIDING METAL GUARDRAIL RISER ROOM VINYL WINDOW EXTERIOR SCONCE LIGHT 9'-1 1/8"10'-8 7/8"37'-4 1/4"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10" ASPHALT SHINGLE ROOF VINYL SIDING METAL GUARDRAIL RISER ROOM ACCENT SHUTTER VINYL WINDOW PRIVACY FENCEEXTERIOR SCONCE LIGHT9'-1 1/8"10'-8 7/8"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10" ASPHALT SHINGLE ROOF EXTERIOR SCONCE LIGHT METAL GUARDRAIL VINYL SIDING ACCENT SHUTTER VINYL WINDOW PRIVACY FENCE PRIVACY FENCE 9'-1 1/8"10'-8 7/8"37'-4 1/4"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10" ASPHALT SHINGLE ROOF VINYL SIDING PRIVACE FENCE VINYL WINDOW EXTERIOR SCONCE LIGHT RISER ROOM A3-01 ELEVATIONS - BUILDING A 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 *NOTE: ALL COLORS ARE CONCEPTUAL AND MAY BE MODIFIED 1/8" = 1'-0"A3-01 1 BUILDING ELEVATION - BUILDING TYPE A 1/8" = 1'-0"A3-01 2 BUILDING ELEVATION - BUILDING TYPE A 1/8" = 1'-0"A3-01 3 BUILDING ELEVATION - BUILDING TYPE A 1/8" = 1'-0"A3-01 4 BUILDING ELEVATION - BUILDING TYPE A LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"37'-4 1/4"1'-0"VINYL ACCENT ASPHALT SHINGLE ROOF EXTERIOR SCONCE LIGHT METAL GUARDRAIL VINYL WINDOW VINYL SIDING RISER ROOM LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"36'-4 1/4"PRIVACY FENCE RISER ROOM ASPHALT SHINGLE ROOF ACCENT SHUTTER VINYL WINDOW METAL GUARDRAIL VINYL SIDING EXTERIOR SCONCE LIGHT LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"36'-4 1/4"PRIVACY FENCE ASPHALT SHINGLE ROOF ACCENT SHUTTER VINYL WINDOW METAL GUARDRAIL EXTERIOR SCONCE LIGHT VINYL SIDING LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10" ASPHALT SHINGLE ROOF VINYL WINDOW VINYL SIDING PRIVACY FENCE EXTERIOR SCONCE LIGHTING 10'-8 7/8"9'-1 1/8"37'-4 1/4"1'-0"A3-02 ELEVATIONS - BUILDING B 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 *NOTE: ALL COLORS ARE CONCEPTUAL AND MAY BE MODIFIED 1/8" = 1'-0"A3-02 1 BUILDING ELEVATION - BUILDING TYPE B 1/8" = 1'-0"A3-02 2 BUILDING ELEVATION - BUILDING TYPE B 1/8" = 1'-0"A3-02 3 BUILDING ELEVATION - BUILDING TYPE B 1/8" = 1'-0"A3-02 4 BUILDING ELEVATION - BUILDING TYPE B LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"VINYL ACCENT ASPHALT SHINGLE ROOF VINYL SIDING VINYL WINDOW EXTERIOR SCONCE LIGHT METAL GUARDRAIL RISER ROOM37'-4 1/4"1'-0"1'-0"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"RISER ROOM PRIVACY FENCE ASPHALT SHINGLE ROOF ACCENT SHUTTER VINYL WINDOW METAL GUARDRAIL EXTERIOR SCONCE LIGHT VINYL SIDING37'-4 1/4"1'-0"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"9'-1 1/8"10'-8 7/8"ASPHALT SHINGLE ROOF ACCENT SHUTTER VINYL WINDOW METAL GUARDRAIL EXTERIOR SCONCE LIGHT VINYL SIDING PRIVACY FENCE 1'-0"37'-4 1/4"LEVEL 1 0" LEVEL 2 10'-8 7/8" LEVEL 2 TRUSS BEARING 19'-10"10'-8 7/8"9'-1 1/8"RISER ROOM ASPHALT SHINGLE ROOF VINYL WINDOW VINYL SIDING EXTERIOR SCONCE LIGHT PRIVACY FENCE37'-4 1/4"1'-0"1'-0"A3-03 ELEVATIONS - BUILDING C 240 DEMING STREET MULTIFAMILY DEVELOPMENT METRO REALTY | 09/29/2023 *NOTE: ALL COLORS ARE CONCEPTUAL AND MAY BE MODIFIED 1/8" = 1'-0"A3-03 1 BUILDING ELEVATION - BUILDING TYPE C 1/8" = 1'-0"A3-03 2 BUILDING ELEVATION - BUILDING TYPE C 1/8" = 1'-0"A3-03 3 BUILDING ELEVATION - BUILDING TYPE C 1/8" = 1'-0"A3-03 4 BUILDING ELEVATION - BUILDING TYPE C ST R E E T 131 136.96 22 296.59 11 9 150.00375.5816 103.90139.05WINTERBERRY LANE (PRIVATE)257.87118 9 WATER 518.78650.8111 9 . 6 1 3 22.41176 ( S )350.008 159.49 118.47 219.59 368.5 150.03 17 171 . 4 2 2 653.7293.90415.0020 17 65.39137 1 7 322.0090.005 52.42146.91 150.00 195.00105.532157.86 124 122 7 135 7 276.97141.707 150.00429.99216.185 19 250.02 141112 41 0 . 1 1 215.63C O M M U N I T Y 621.52200.0 0 293.051 228.7 2 1 BUILDING 18 129 3 55.65 DEM I N G STR E E T 16 16 100. 0 0 124.41400.0 LANE 2 115 8 186.0015 152.189 17 309.35 7 88.58 2430.30134 2 209.20415.00377.242 133 14 140.51 1 92.94 15 8 . 1 4260.31106 BUILDING 107 10 102.00 143 BUILDING 50.00 11 316.58125.61211.03376.44 5 3 2 9 . 8 1 100.0 0 138 5 13 210 (S)38.45162.58 79.05 15275.014 10 305.0015 130 340.973 140.57 11343.1612 195.0015 19 81.68 165.00 45.45188.23120 8.95 18 29.54 34 ( S ) 293.7 3 150.00 252.1 1 38.76 110 12 266.31 114 3275.0109.9370.51 160.03 116.6743.49 FARMBROOK 103.59 17 71.19236.05113 7 33.69155. 0 0 19 1195 (S)8 345.00105.00158.9890.0 0240.3512 4 200.0014 105.00 621.72 2 6 618 20 6 3 43.1096.97 132.19 200.006 194.54246. 2 7 2 150.00 96.63 165.61147.12111 147.46490.36 3 290.52 114.68 18 355.512 142 108. 8 6 139 2 100.0 0 217.13 103.05 179.8224. 5 6211.42B U I L D I N G BUILDING SELE DRIVE12 17 128 14 2 192 (S) DEMING 20 195.0038.76 237.42 9 243.79272.46119 171.951 34. 5 7 GRANDVIEW12 35.60 32.02BUCKLAND ROADBARBERRY5 19 66.83 2 105 125 . 3 6 13 278.14 8 13 250.00 10 248. 9 1 20 FA R M 185.0 180.29 BERRY F A R M DEMING STR E E T 4 3 134.02(PRIVATE)19 LEASE LINE 1 125 116 4 38.766 SUMMIT DRIVE293. 5 5 176.82118.878 50.72109 83.1210 97.09 14 221.54 TERRACE123 21 138.76 3 DEMI N G STRE E T 4146.906.52 121 16 LAN E 200.00210.00104 179.989 150.00 6200.016 11 4 435.28 4 2 . 4 8 311. 0 1 18 36.06 136200.0126 WINTERB E R R Y 203 100.0 0 204.00 816. 5 6 142.95 140 13 15 195.75150.00 8 (PRIVATE )174.4299.2883.8 7 150.33 1 4 132 4 117 1 13 7 216.28 158.00 448.59BUILDING 108 70.0 0 120 ( S )200.0910 451 . 5 100.0 0 373.523 150.0 0 230.00 164.04 1 6 224.09 3 5 38. 7 6 210.0234 127 11 BUCKLAND ROAD9 8 75 3925 25 33 40 32 45 35 20 15 36 67 83 68 76 28 130 435435435 340 175 175 419 350 175 175 176 175 247 240 435 467 260 340 250 175175 350 225 175 340 435112 175 325 333 152 340 175175 285 343 235 315 296 175 175 338 112 432 324 175 241 340 175 326 175 301 152 335 312 195 112 300 112 2002701 2800 1251 26002600 2800 1000 2400 2600 2400 µ1 inch = 200 feet The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains. Appl 23-42P 240 D eming Street \\Private\DFS\Projectdata\P2023\0453\A10\Traffic\Response To Comments\(00) 240 Deming RTC.DocxCorres. 146 Hartford Road Manchester, CT 06040 t 860.646.2469 800.286.2469 f 860.533.5143 www.fando.com Connecticut Maine Massachusetts New Hampshire New York Rhode Island Vermont August 9, 2023 Ben Tripp EVP of Development The Metro Realty Group, Ltd. 6 Executive Drive, Suite 100 Farmington, CT 06032 Re: Revised Trip Generation Statement and Response to Town Comments 240 Deming Street South Windsor, Connecticut Fuss & O’Neill Reference No. 20230453.A10 Dear Mr. Tripp: This letter will serve to respond to traffic engineering comments received from the Town of South Windsor Engineering Department via email on July 6, 2023. In addition, this letter summarizes the reduction in trip generation expected from the proposed 240 Deming Street development which has decreased in size from 72 to 55 units. Response to Town Engineering Comments The text of the comment from the July 6, 2023 memorandum from Town Engineer Jeff Doolittle is provided below in italicized text, along with a response to the comment following. 6. The Traffic Study needs to include all other developments in the area that are approved or have been submitted. This includes future developments along Buckland Road, Gateway boulevard, and apartments/other units in Evergreen Walk. Response: The 2025 background traffic volumes provided in the Traffic Study included all proposed but unbuilt development at Evergreen Walk including the Whole Foods and an additional 165 residential units. In addition, the background volumes included an annual growth rate of 1% per year to account for normal traffic growth within the study area. In response to this comment, the 2025 Background traffic volumes were further increased to account for traffic volumes from the approved but unbuilt commercial portions of the Gateway development on the east side of the Buckland Road. In addition, the Synchro capacity analyses were updated to include the additional background traffic volumes from the Gateway development. The revised volume figures and updated level of service (LOS) tables are attached to this letter. The additional background traffic volumes had negligible impact on the capacity analysis results and resulted in no reduction in LOS. Furthermore, Mr. Ben Tripp August 9, 2023 Page 2 \\Private\DFS\Projectdata\P2023\0453\A10\Traffic\Response To Comments\(00) 240 Deming RTC.DocxCorres. the attached traffic volumes, level of service and queue results should be considered conservative as they were completed assuming a larger development size of 72 units. 7. As part of the traffic study a dedicated right turn lane westbound on Deming St at Buckland Road should be evaluated to see if this would improve traffic flow westbound and eastbound on Deming Street. Residents have raised concerns about queue lengths on Deming Street westbound that are long enough so that eastbound traffic turning north has to wait for more than one cycle to get through the intersection at Buckland Road. I am open to suggestions to improve traffic flow at the intersection of Deming Street and Buckland Road. Response: The addition of a dedicated westbound right turn lane on Deming Street at the Buckland Street intersection was evaluated for impacts. The Synchro analysis revealed that the addition of a right turn lane would result in no improvement in approach LOS and negligible reductions in queue length on the approach (less than one vehicle length). The widening of Deming Street to provide a third approach lane is not warranted, independent of the additional traffic from this development. The combined (build) condition results with an added right turn lane are shown in the updated summary tables attached to this letter. Trip Generation Reduction for 55 Units Metro Realty has proposed to reduce the number of apartment units from 72 to 55 units. The expected site generated traffic data for this fewer number of units was recalculated using existing empirical data from the Institute of Transportation Engineers (ITE) publication Trip Generation, 11th edition, 2021. Trip generation for the weekday morning, weekday afternoon, and Saturday peak hour was calculated using the ITE land use code 221, “Multifamily Housing (Mid-Rise)". A 55 dwelling unit development is expected to generate a total of 20 trips (5 entering, 15 exiting) in the weekday morning peak hour, 21 trips (13 entering, 8 exiting) in the weekday afternoon peak hour, and 21 trips (11 entering, 10 exiting) in the Saturday peak hour. A summary of the peak hour trip generation information for the proposed development is provided in Table 1 below. Additionally, Table 1 includes the trip generation rates for the originally proposed 72 unit development. In comparison to the 72 unit development, the 55 unit development will result in a total of 5 fewer trips (2 fewer entering, 3 fewer exiting) during the morning peak hour, a total of 7 fewer trips (4 fewer entering, 3 fewer exiting) during the afternoon peak hour, and a total of 7 fewer trips (3 fewer entering, 4 fewer exiting) during the Saturday peak hour. Mr. Ben Tripp August 9, 2023 Page 3 \\Private\DFS\Projectdata\P2023\0453\A10\Traffic\Response To Comments\(00) 240 Deming RTC.DocxCorres. Table 1 Peak Hour Site Generated Traffic Volumes Proposed 240 Deming Street Residences South Windsor, Connecticut 55 Dwelling Units Total Trips Trips Entering Trips Exiting Morning Weekday Peak Hour 20 5 15 Afternoon Weekday Peak Hour 21 13 8 Saturday Peak Hour 21 11 10 72 Dwelling Units Morning Weekday Peak Hour 25 7 18 Afternoon Weekday Peak Hour 28 17 11 Saturday Peak Hour 28 14 14 Difference in Trip Generation Morning Weekday Peak Hour -5 -2 -3 Afternoon Weekday Peak Hour -7 -4 -3 Saturday Peak Hour -7 -3 -4 Note: Trip generation based on Rate per Land use Code 221 (Multifamily Housing (Mid-rise)), as published in Trip Generation, 11th Edition, 2021. With a reduction in the number of proposed units and the reduction of anticipated site generated traffic, the conclusion of the previously prepared traffic impact study that the proposed development will have no significant impact to the traffic operations within the study area is still valid. The lower number of trips generated will serve to further reduce the already de minimis impacts the larger 72 unit development would have produced. We trust this information will be sufficient for your review. If you have any questions or require additional information, please contact us at 86-646-2469. Sincerely, Reviewed By, Tyler Rudolph, PE Mark Vertucci, PE, PTOE Transportation Engineer Vice President DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAYXX(XX)[XX] = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 2: 2025 BASELINE TRAFFIC VOLUMES File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 2. 2025 BASELINE Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINSOR, CT XX(XX)[XX] = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 3: OTHER GENERATORS - EVERGREEN WALK File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 3. OTHER GEN - EVERGREEN Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT XX(XX)[XX] = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 4: OTHER GENERATORS - GATEWAY File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 4. OTHER GEN - GATEWAY Plotted: Thu, August 10, 2023 - 9:09 AM User: JOSUE FLORESJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT XX(XX)[XX] = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 5: 2025 BACKGROUND TRAFFIC VOLUMES File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 5. 2025 BACKGROUND Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT XX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 6: TRIP DISTRIBUTION File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 6. TRIP DIST Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT XX(XX)[XX] = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] SITE GENERATED TRAFFIC VOLUMES ENTER EXIT TOTAL MORNING AFTERNOON DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 7: TRIP GENERATION File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 7. TRIP GEN Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT XX(XX) = WEEKDAY MORNING PEAK HOUR (WEEKDAY PM PEAK HOUR) [SATURDAY PEAK HOUR] DEMING STREETBUCKLAND ROAD240 DEMING STREET DEVELOPMENT SITE DRIVEWAY146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com FIGURE 8: 2025 COMBINED TRAFFIC VOLUMES File Path: J:\DWG\P2023\0453\A10\Civil\Plan\RTC\20230453A10_TVF01.dwg Layout: FIG 8. 2025 COMBINED Plotted: Mon, July 10, 2023 - 1:54 PM User: TYLER RUDOLPHJULY 2023PROJ. NO: 20230453.A10 240 DEMING STREET - SOUTH WINDSOR, CT Table 2 Unsignalized Intersection Level Of Service Summary 240 Deming Street South Windsor, CT Unsignalized Intersection (Critical Movements) 2025 Weekday Morning Peak Hour 2025 Weekday Afternoon Peak Hour 2025 Saturday Peak Hour Background Combined Background Combined Background Combined Deming Street and the Site Access Driveway Eastbound Deming Street Left LOS A* LOS A LOS A LOS A LOS A LOS A Southbound Driveway Left N/A LOS A N/A LOS A N/A LOS B Southbound Driveway Right N/A LOS A N/A LOS A N/A LOS B *Values indicated are critical movement Level of Service (LOS) Table 3 Signalized Intersection Level of Service Summary 240 Deming Street South Windsor, CT Signalized Intersections 2025 Weekday Morning Peak Hour 2025 Weekday Afternoon Peak Hour 2025 Saturday Peak Hour Background Combined Improved** Background Combined Improved** Background Combined Improved** Buckland Road and Deming Street 0.40/LOS B* 0.41/LOS B 0.40/LOS B 0.63/LOS C 0.63/LOS C 0.63/LOS C 0.55/LOS C 0.55/LOS C 0.56/LOS C *Values indicated are intersection v/c Ratio/LOS **Improved condition denotes results with the addition of a westbound right turn lane Table 4 Weekday Morning Peak Hour Queue Length Summary 240 Deming Street South Windsor, CT Intersection Approach Lane 2025 Background Queue 2025 Combined Queue 2025 Combined Improved Queue** Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through/Right WB Right NB Left NB Through/Right SB Left SB Through/Right 35 Feet 35 Feet 0 Feet 35 Feet 55 Feet N/A 25 Feet 95 Feet 10 Feet 165 Feet 35 Feet 35 Feet 0 Feet 40 Feet 55 Feet N/A 25 Feet 95 Feet 10 Feet 165 Feet 35 Feet 35 Feet 0 Feet 35 Feet 50 Feet 0 Feet 25 Feet 95 Feet 10 Feet 170 Feet 150 Feet - 385 Feet 130 Feet - 100 Feet 150 Feet - 300 Feet - Deming Street and the Site Access Driveway EB Through/Left SB Left/Right N/A N/A 0 Feet 5 Feet N/A N/A - - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. **Improved condition denotes results with the addition of a westbound right turn lane Table 5 Weekday Afternoon Peak Hour Queue Length Summary 240 Deming Street South Windsor, CT Intersection Approach Lane 2025 Background Queue 2025 Combined Queue 2025 Combined Improved Queue** Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through/Right WB Right NB Left NB Through/Right SB Left SB Through/Right 100 Feet 70 Feet 35 Feet 50 Feet 70 Feet N/A 35 Feet 245 Feet 20 Feet 315 Feet 100 Feet 75 Feet 35 Feet 55 Feet 75 Feet N/A 35 Feet 245 Feet 20 Feet 315 Feet 95 Feet 75 Feet 35 Feet 55 Feet 60 Feet 0 Feet 35 Feet 245 Feet 20 Feet 315 Feet 150 Feet - 385 Feet 130 Feet - 100 Feet 150 Feet - 300 Feet - Deming Street and the Site Access Driveway EB Through/Left SB Left/Right N/A N/A 0 Feet 0 Feet N/A N/A - - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. **Improved condition denotes results with the addition of a westbound right turn lane Table 6 Saturday Peak Hour Queue Length Summary 240 Deming Street South Windsor, CT Intersection Approach Lane 2025 Background Queue 2025 Combined Queue 2025 Combined Improved Queue** Available Storage Buckland Road and Deming Street EB Left EB Through EB Right WB Left WB Through/Right WB Right NB Left NB Through/Right SB Left SB Through/Right 80 Feet 75 Feet 10 Feet 70 Feet 80 Feet N/A 30 Feet 185 Feet 20 Feet 280 Feet 80 Feet 75 Feet 10 Feet 75 Feet 85 Feet N/A 30 Feet 185 Feet 20 Feet 280 Feet 75 Feet 75 Feet 10 Feet 75 Feet 65 Feet 0 Feet 30 Feet 185 Feet 20 Feet 280 Feet 150 Feet - 385 Feet 130 Feet - 100 Feet 150 Feet - 300 Feet - Deming Street and the Site Access Driveway EB Through/Left SB Left/Right N/A N/A 0 Feet 5 Feet N/A N/A - - NOTE: Values indicated represent 95th percentile (design) vehicle queue lengths. Values are rounded to the nearest 5 feet. **Improved condition denotes results with the addition of a westbound right turn lane Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 40 91 36 63 27 90 432 31 20 604 65 Future Volume (vph) 42 40 91 36 63 27 90 432 31 20 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.955 0.990 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1779 0 1770 3504 0 1770 3486 0 Flt Permitted 0.694 0.729 0.248 0.467 Satd. Flow (perm) 1293 1863 1583 1358 1779 0 462 3504 0 870 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 29 14 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 293 311 564 246 Travel Time (s) 6.7 7.1 12.8 5.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 43 99 39 68 29 98 470 34 22 657 71 Shared Lane Traffic (%) Lane Group Flow (vph) 46 43 99 39 97 0 98 504 0 22 728 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 9.9 9.9 9.9 9.9 9.9 37.8 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.71 0.44 0.54 0.34 v/c Ratio 0.19 0.12 0.21 0.15 0.27 0.15 0.33 0.04 0.60 Control Delay 21.8 20.2 1.1 21.1 17.2 4.2 11.5 4.5 17.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.8 20.2 1.1 21.1 17.2 4.2 11.5 4.5 17.9 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A B A B Approach Delay 10.5 18.3 10.3 17.5 Approach LOS B B B B Queue Length 50th (ft) 13 12 0 11 20 9 54 2 101 Queue Length 95th (ft) 37 34 0 32 54 25 95 8 166 Internal Link Dist (ft) 213 231 484 166 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 394 568 624 414 563 652 1545 605 1209 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.08 0.16 0.09 0.17 0.15 0.33 0.04 0.60 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 40 91 36 63 27 90 432 31 20 604 65 Future Volume (vph) 42 40 91 36 63 27 90 432 31 20 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.96 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1779 1770 3503 1770 3487 Flt Permitted 0.69 1.00 1.00 0.73 1.00 0.25 1.00 0.47 1.00 Satd. Flow (perm) 1293 1863 1583 1358 1779 463 3503 870 3487 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 43 99 39 68 29 98 470 34 22 657 71 RTOR Reduction (vph) 0 0 85 0 25 0 0 8 0 0 13 0 Lane Group Flow (vph) 46 43 14 39 72 0 98 496 0 22 715 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 7.6 7.6 7.6 7.6 7.6 35.5 23.4 26.4 18.3 Effective Green, g (s) 7.6 7.6 7.6 7.6 7.6 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.14 0.65 0.43 0.49 0.34 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 180 260 221 190 248 620 1509 557 1175 v/s Ratio Prot 0.02 c0.04 c0.04 c0.14 0.01 c0.21 v/s Ratio Perm 0.04 0.01 0.03 0.06 0.01 v/c Ratio 0.26 0.17 0.06 0.21 0.29 0.16 0.33 0.04 0.61 Uniform Delay, d1 20.8 20.6 20.3 20.7 20.9 4.1 10.2 7.3 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.3 0.1 0.5 0.7 0.1 0.6 0.0 2.4 Delay (s) 21.6 20.9 20.4 21.2 21.6 4.2 10.8 7.3 17.4 Level of Service C C C C C A B A B Approach Delay (s) 20.8 21.5 9.7 17.1 Approach LOS C C A B Intersection Summary HCM 2000 Control Delay 15.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 54.3 Sum of lost time (s) 15.2 Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Future Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.951 0.989 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1771 0 1770 3500 0 1770 3486 0 Flt Permitted 0.688 0.728 0.248 0.465 Satd. Flow (perm) 1282 1863 1583 1356 1771 0 462 3500 0 866 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 35 15 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 243 625 564 263 Travel Time (s) 5.5 14.2 12.8 6.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 45 99 47 72 35 98 470 37 24 657 71 Shared Lane Traffic (%) Lane Group Flow (vph) 46 45 99 47 107 0 98 507 0 24 728 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 10.0 10.0 10.0 10.0 10.0 37.8 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.71 0.44 0.54 0.34 v/c Ratio 0.19 0.13 0.21 0.19 0.30 0.15 0.33 0.04 0.60 Control Delay 21.7 20.2 1.1 21.5 16.9 4.3 11.6 4.5 18.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.7 20.2 1.1 21.5 16.9 4.3 11.6 4.5 18.0 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A B A B Approach Delay 10.6 18.3 10.4 17.5 Approach LOS B B B B Queue Length 50th (ft) 13 13 0 14 21 9 54 2 101 Queue Length 95th (ft) 37 35 0 37 56 25 96 9 167 Internal Link Dist (ft) 163 545 484 183 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 390 568 624 413 564 651 1542 603 1207 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.08 0.16 0.11 0.19 0.15 0.33 0.04 0.60 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.4 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Future Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.95 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1771 1770 3500 1770 3487 Flt Permitted 0.69 1.00 1.00 0.73 1.00 0.25 1.00 0.47 1.00 Satd. Flow (perm) 1281 1863 1583 1356 1771 462 3500 867 3487 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 45 99 47 72 35 98 470 37 24 657 71 RTOR Reduction (vph) 0 0 85 0 30 0 0 9 0 0 13 0 Lane Group Flow (vph) 46 45 14 47 77 0 98 498 0 24 715 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 7.7 7.7 7.7 7.7 7.7 35.5 23.4 26.4 18.3 Effective Green, g (s) 7.7 7.7 7.7 7.7 7.7 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.14 0.65 0.43 0.49 0.34 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 181 263 224 191 250 618 1505 555 1173 v/s Ratio Prot 0.02 c0.04 c0.04 c0.14 0.01 c0.21 v/s Ratio Perm 0.04 0.01 0.03 0.06 0.01 v/c Ratio 0.25 0.17 0.06 0.25 0.31 0.16 0.33 0.04 0.61 Uniform Delay, d1 20.8 20.5 20.2 20.8 21.0 4.1 10.3 7.3 15.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.3 0.1 0.7 0.7 0.1 0.6 0.0 2.4 Delay (s) 21.5 20.9 20.3 21.4 21.7 4.2 10.9 7.3 17.4 Level of Service C C C C C A B A B Approach Delay (s) 20.8 21.6 9.8 17.1 Approach LOS C C A B Intersection Summary HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 54.4 Sum of lost time (s) 15.2 Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 2: Deming Street & Site Driveway 2025 AM Combined Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined.syn Page 4 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 6 91 126 1 3 15 Future Volume (vph) 6 91 126 1 3 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.886 Flt Protected 0.997 0.992 Satd. Flow (prot) 0 1857 1861 0 1637 0 Flt Permitted 0.997 0.992 Satd. Flow (perm) 0 1857 1861 0 1637 0 Link Speed (mph) 30 30 30 Link Distance (ft) 625 300 155 Travel Time (s) 14.2 6.8 3.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 99 137 1 3 16 Shared Lane Traffic (%) Lane Group Flow (vph) 0 106 138 0 19 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 240 Deming Street 2: Deming Street & Site Driveway 2025 AM Combined Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined.syn Page 5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 6 91 126 1 3 15 Future Volume (Veh/h) 6 91 126 1 3 15 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 99 137 1 3 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 625 pX, platoon unblocked vC, conflicting volume 138 250 138 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 138 250 138 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 98 cM capacity (veh/h) 1446 734 911 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 106 138 19 Volume Left 7 0 3 Volume Right 0 1 16 cSH 1446 1700 878 Volume to Capacity 0.00 0.08 0.02 Queue Length 95th (ft) 0 0 2 Control Delay (s) 0.5 0.0 9.2 Lane LOS A A Approach Delay (s) 0.5 0.0 9.2 Approach LOS A Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 19.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Improved Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined Improved.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Future Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 100 150 0 300 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.989 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3500 0 1770 3486 0 Flt Permitted 0.710 0.728 0.248 0.465 Satd. Flow (perm) 1323 1863 1583 1356 1863 1583 462 3500 0 866 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 204 15 19 Link Speed (mph) 30 30 30 30 Link Distance (ft) 243 625 564 263 Travel Time (s) 5.5 14.2 12.8 6.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 45 99 47 72 35 98 470 37 24 657 71 Shared Lane Traffic (%) Lane Group Flow (vph) 46 45 99 47 72 35 98 507 0 24 728 0 Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 4 2 6 Detector Phase 4 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 9.9 9.9 9.9 9.9 9.9 9.9 37.8 23.4 28.7 18.3 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.19 0.19 0.71 0.44 0.54 0.34 v/c Ratio 0.19 0.13 0.21 0.19 0.21 0.08 0.15 0.33 0.04 0.60 Control Delay 21.6 20.3 1.1 21.6 21.3 0.3 4.2 11.5 4.5 17.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.6 20.3 1.1 21.6 21.3 0.3 4.2 11.5 4.5 17.9 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Improved Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined Improved.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C C A A B A B Approach Delay 10.6 16.6 10.3 17.5 Approach LOS B B B B Queue Length 50th (ft) 13 13 0 14 21 0 9 54 2 101 Queue Length 95th (ft) 37 35 0 37 50 0 25 96 9 168 Internal Link Dist (ft) 163 545 484 183 Turn Bay Length (ft) 150 130 100 150 300 Base Capacity (vph) 403 568 624 414 568 624 652 1544 603 1209 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.08 0.16 0.11 0.13 0.06 0.15 0.33 0.04 0.60 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 AM Combined Improved Fuss & O'Neill - JFF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 AM Combined Improved.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Future Volume (vph) 42 41 91 43 66 32 90 432 34 22 604 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3500 1770 3487 Flt Permitted 0.71 1.00 1.00 0.73 1.00 1.00 0.25 1.00 0.47 1.00 Satd. Flow (perm) 1323 1863 1583 1356 1863 1583 463 3500 867 3487 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 45 99 47 72 35 98 470 37 24 657 71 RTOR Reduction (vph) 0 0 85 0 0 30 0 9 0 0 13 0 Lane Group Flow (vph) 46 45 14 47 72 5 98 498 0 24 715 0 Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 4 2 6 Actuated Green, G (s) 7.6 7.6 7.6 7.6 7.6 7.6 35.5 23.4 26.4 18.3 Effective Green, g (s) 7.6 7.6 7.6 7.6 7.6 7.6 35.5 23.4 26.4 18.3 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.14 0.14 0.65 0.43 0.49 0.34 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 185 260 221 189 260 221 620 1508 556 1175 v/s Ratio Prot 0.02 c0.04 c0.04 c0.14 0.01 c0.21 v/s Ratio Perm 0.03 0.01 0.03 0.00 0.06 0.01 v/c Ratio 0.25 0.17 0.06 0.25 0.28 0.02 0.16 0.33 0.04 0.61 Uniform Delay, d1 20.8 20.6 20.3 20.8 20.9 20.1 4.1 10.3 7.3 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.3 0.1 0.7 0.6 0.0 0.1 0.6 0.0 2.4 Delay (s) 21.5 20.9 20.4 21.5 21.5 20.2 4.2 10.8 7.3 17.4 Level of Service C C C C C C A B A B Approach Delay (s) 20.8 21.2 9.8 17.0 Approach LOS C C A B Intersection Summary HCM 2000 Control Delay 15.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 54.3 Sum of lost time (s) 15.2 Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 106 170 65 86 40 109 867 77 51 817 103 Future Volume (vph) 138 106 170 65 86 40 109 867 77 51 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.953 0.988 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1775 0 1770 3497 0 1770 3479 0 Flt Permitted 0.670 0.683 0.181 0.221 Satd. Flow (perm) 1248 1863 1583 1272 1775 0 337 3497 0 412 3479 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 38 17 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 449 312 564 512 Travel Time (s) 10.2 7.1 12.8 11.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 115 185 71 93 43 118 942 84 55 888 112 Shared Lane Traffic (%) Lane Group Flow (vph) 150 115 185 71 136 0 118 1026 0 55 1000 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.8 12.8 12.8 12.8 12.8 37.3 23.1 28.3 18.1 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.63 0.39 0.48 0.31 v/c Ratio 0.56 0.28 0.37 0.26 0.33 0.22 0.75 0.14 0.93 Control Delay 28.9 20.9 5.1 21.4 16.5 6.1 20.1 6.7 37.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.9 20.9 5.1 21.4 16.5 6.1 20.1 6.7 37.5 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A C A D Approach Delay 17.1 18.2 18.7 35.9 Approach LOS B B B D Queue Length 50th (ft) 48 34 0 21 29 15 163 7 181 Queue Length 95th (ft) 98 71 35 50 69 35 242 19 #316 Internal Link Dist (ft) 369 232 484 432 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 338 505 577 345 508 528 1373 381 1076 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.23 0.32 0.21 0.27 0.22 0.75 0.14 0.93 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 59.2 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 24.7 Intersection LOS: C Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 106 170 65 86 40 109 867 77 51 817 103 Future Volume (vph) 138 106 170 65 86 40 109 867 77 51 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.95 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1774 1770 3496 1770 3480 Flt Permitted 0.67 1.00 1.00 0.68 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1248 1863 1583 1272 1774 337 3496 412 3480 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 115 185 71 93 43 118 942 84 55 888 112 RTOR Reduction (vph) 0 0 145 0 30 0 0 10 0 0 15 0 Lane Group Flow (vph) 150 115 40 71 106 0 118 1016 0 55 985 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 12.8 12.8 12.8 12.8 12.8 35.1 23.1 26.1 18.1 Effective Green, g (s) 12.8 12.8 12.8 12.8 12.8 35.1 23.1 26.1 18.1 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.59 0.39 0.44 0.31 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 270 403 342 275 384 515 1366 365 1065 v/s Ratio Prot 0.06 0.06 c0.05 c0.29 0.02 c0.28 v/s Ratio Perm c0.12 0.03 0.06 0.09 0.05 v/c Ratio 0.56 0.29 0.12 0.26 0.28 0.23 0.74 0.15 0.92 Uniform Delay, d1 20.6 19.3 18.6 19.2 19.3 7.3 15.5 9.7 19.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.5 0.4 0.2 0.5 0.4 0.2 3.7 0.2 14.5 Delay (s) 23.1 19.7 18.8 19.7 19.7 7.5 19.2 9.9 34.4 Level of Service C B B B B A B A C Approach Delay (s) 20.4 19.7 18.0 33.1 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 24.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 59.1 Sum of lost time (s) 15.2 Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Future Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.951 0.987 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1771 0 1770 3493 0 1770 3479 0 Flt Permitted 0.666 0.681 0.181 0.221 Satd. Flow (perm) 1241 1863 1583 1269 1771 0 337 3493 0 412 3479 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 40 18 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 152 625 564 183 Travel Time (s) 3.5 14.2 12.8 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 118 185 75 96 47 118 942 91 61 888 112 Shared Lane Traffic (%) Lane Group Flow (vph) 150 118 185 75 143 0 118 1033 0 61 1000 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 13.8 13.8 13.8 13.8 13.8 37.3 23.0 28.3 18.0 Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.23 0.62 0.38 0.47 0.30 v/c Ratio 0.53 0.28 0.36 0.26 0.33 0.23 0.77 0.16 0.94 Control Delay 27.5 20.6 4.9 21.1 16.2 6.4 21.2 7.0 40.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.5 20.6 4.9 21.1 16.2 6.4 21.2 7.0 40.2 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A C A D Approach Delay 16.4 17.9 19.7 38.3 Approach LOS B B B D Queue Length 50th (ft) 48 35 0 22 31 17 174 8 191 Queue Length 95th (ft) 98 73 35 53 72 35 244 21 #316 Internal Link Dist (ft) 72 545 484 103 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 331 497 571 338 501 519 1350 374 1059 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.24 0.32 0.22 0.29 0.23 0.77 0.16 0.94 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 60.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 25.9 Intersection LOS: C Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Future Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.95 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1771 1770 3492 1770 3480 Flt Permitted 0.67 1.00 1.00 0.68 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1240 1863 1583 1269 1771 337 3492 412 3480 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 118 185 75 96 47 118 942 91 61 888 112 RTOR Reduction (vph) 0 0 143 0 31 0 0 11 0 0 15 0 Lane Group Flow (vph) 150 118 42 75 112 0 118 1022 0 61 985 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 13.8 13.8 13.8 13.8 13.8 35.1 23.1 26.1 18.1 Effective Green, g (s) 13.8 13.8 13.8 13.8 13.8 35.1 23.1 26.1 18.1 Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.23 0.58 0.38 0.43 0.30 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 284 427 363 291 406 506 1342 359 1048 v/s Ratio Prot 0.06 0.06 c0.05 c0.29 0.02 c0.28 v/s Ratio Perm c0.12 0.03 0.06 0.09 0.05 v/c Ratio 0.53 0.28 0.12 0.26 0.28 0.23 0.76 0.17 0.94 Uniform Delay, d1 20.3 19.0 18.3 19.0 19.0 7.7 16.1 10.2 20.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.8 0.4 0.1 0.5 0.4 0.2 4.1 0.2 16.6 Delay (s) 22.1 19.4 18.5 19.4 19.4 8.0 20.2 10.4 37.0 Level of Service C B B B B A C B D Approach Delay (s) 19.9 19.4 19.0 35.5 Approach LOS B B B D Intersection Summary HCM 2000 Control Delay 25.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 60.1 Sum of lost time (s) 15.2 Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 2: Deming Street & Site Driveway 2025 PM Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined.syn Page 4 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 15 234 191 2 2 9 Future Volume (vph) 15 234 191 2 2 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.887 Flt Protected 0.997 0.992 Satd. Flow (prot) 0 1857 1861 0 1639 0 Flt Permitted 0.997 0.992 Satd. Flow (perm) 0 1857 1861 0 1639 0 Link Speed (mph) 30 30 30 Link Distance (ft) 625 300 155 Travel Time (s) 14.2 6.8 3.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 16 254 208 2 2 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 270 210 0 12 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 240 Deming Street 2: Deming Street & Site Driveway 2025 PM Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined.syn Page 5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 15 234 191 2 2 9 Future Volume (Veh/h) 15 234 191 2 2 9 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 16 254 208 2 2 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 625 pX, platoon unblocked vC, conflicting volume 210 495 209 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 210 495 209 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 99 cM capacity (veh/h) 1361 528 831 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 270 210 12 Volume Left 16 0 2 Volume Right 0 2 10 cSH 1361 1700 759 Volume to Capacity 0.01 0.12 0.02 Queue Length 95th (ft) 1 0 1 Control Delay (s) 0.6 0.0 9.8 Lane LOS A A Approach Delay (s) 0.6 0.0 9.8 Approach LOS A Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined Improved.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Future Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 100 150 0 300 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.987 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3493 0 1770 3479 0 Flt Permitted 0.695 0.681 0.181 0.221 Satd. Flow (perm) 1295 1863 1583 1269 1863 1583 337 3493 0 412 3479 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 204 18 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 152 625 564 183 Travel Time (s) 3.5 14.2 12.8 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 118 185 75 96 47 118 942 91 61 888 112 Shared Lane Traffic (%) Lane Group Flow (vph) 150 118 185 75 96 47 118 1033 0 61 1000 0 Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 4 2 6 Detector Phase 4 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.7 12.7 12.7 12.7 12.7 12.7 37.3 23.1 28.3 18.1 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.21 0.63 0.39 0.48 0.31 v/c Ratio 0.54 0.29 0.37 0.27 0.24 0.09 0.22 0.75 0.16 0.93 Control Delay 28.0 21.1 5.1 21.7 20.4 0.4 6.1 20.3 6.8 37.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.0 21.1 5.1 21.7 20.4 0.4 6.1 20.3 6.8 37.2 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined Improved.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C C A A C A D Approach Delay 16.9 16.5 18.8 35.5 Approach LOS B B B D Queue Length 50th (ft) 47 35 0 22 28 0 15 162 7 180 Queue Length 95th (ft) 97 73 35 53 62 0 35 244 21 #316 Internal Link Dist (ft) 72 545 484 103 Turn Bay Length (ft) 150 130 100 150 300 Base Capacity (vph) 351 506 578 344 506 578 529 1374 381 1078 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.43 0.23 0.32 0.22 0.19 0.08 0.22 0.75 0.16 0.93 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 59.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 24.5 Intersection LOS: C Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 PM Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 PM Combined Improved.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Future Volume (vph) 138 109 170 69 88 43 109 867 84 56 817 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3492 1770 3480 Flt Permitted 0.69 1.00 1.00 0.68 1.00 1.00 0.18 1.00 0.22 1.00 Satd. Flow (perm) 1294 1863 1583 1269 1863 1583 337 3492 412 3480 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 150 118 185 75 96 47 118 942 91 61 888 112 RTOR Reduction (vph) 0 0 145 0 0 37 0 11 0 0 15 0 Lane Group Flow (vph) 150 118 40 75 96 10 118 1022 0 61 985 0 Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 4 2 6 Actuated Green, G (s) 12.7 12.7 12.7 12.7 12.7 12.7 35.1 23.1 26.1 18.1 Effective Green, g (s) 12.7 12.7 12.7 12.7 12.7 12.7 35.1 23.1 26.1 18.1 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.39 0.44 0.31 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 278 401 340 273 401 340 516 1367 366 1067 v/s Ratio Prot 0.06 0.05 c0.05 c0.29 0.02 c0.28 v/s Ratio Perm c0.12 0.03 0.06 0.01 0.09 0.05 v/c Ratio 0.54 0.29 0.12 0.27 0.24 0.03 0.23 0.75 0.17 0.92 Uniform Delay, d1 20.6 19.4 18.6 19.3 19.2 18.3 7.3 15.4 9.7 19.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.4 0.2 0.5 0.3 0.0 0.2 3.8 0.2 14.3 Delay (s) 22.6 19.8 18.8 19.9 19.5 18.3 7.5 19.2 9.9 34.1 Level of Service C B B B B B A B A C Approach Delay (s) 20.3 19.4 18.0 32.7 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 23.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 59.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Background.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 111 119 95 97 55 88 700 67 52 732 116 Future Volume (vph) 107 111 119 95 97 55 88 700 67 52 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.945 0.987 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1760 0 1770 3493 0 1770 3468 0 Flt Permitted 0.653 0.679 0.181 0.333 Satd. Flow (perm) 1216 1863 1583 1265 1760 0 337 3493 0 620 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 47 18 29 Link Speed (mph) 30 30 30 30 Link Distance (ft) 469 312 564 517 Travel Time (s) 10.7 7.1 12.8 11.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 121 129 103 105 60 96 761 73 57 796 126 Shared Lane Traffic (%) Lane Group Flow (vph) 116 121 129 103 165 0 96 834 0 57 922 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.4 12.4 12.4 12.4 12.4 37.3 23.1 28.3 18.1 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.64 0.39 0.48 0.31 v/c Ratio 0.45 0.31 0.26 0.39 0.41 0.18 0.60 0.12 0.85 Control Delay 26.1 21.4 2.3 24.2 17.3 5.7 16.6 6.2 28.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.1 21.4 2.3 24.2 17.3 5.7 16.6 6.2 28.9 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Background.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A B A C Approach Delay 16.2 19.9 15.5 27.6 Approach LOS B B B C Queue Length 50th (ft) 36 36 0 31 35 11 116 6 154 Queue Length 95th (ft) 77 75 11 69 80 29 185 19 #278 Internal Link Dist (ft) 389 232 484 437 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 332 509 580 345 515 532 1383 456 1086 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.24 0.22 0.30 0.32 0.18 0.60 0.13 0.85 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 58.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Background Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Background.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 111 119 95 97 55 88 700 67 52 732 116 Future Volume (vph) 107 111 119 95 97 55 88 700 67 52 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.95 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1761 1770 3493 1770 3467 Flt Permitted 0.65 1.00 1.00 0.68 1.00 0.18 1.00 0.33 1.00 Satd. Flow (perm) 1216 1863 1583 1265 1761 337 3493 620 3467 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 121 129 103 105 60 96 761 73 57 796 126 RTOR Reduction (vph) 0 0 102 0 37 0 0 11 0 0 20 0 Lane Group Flow (vph) 116 121 27 103 128 0 96 823 0 57 902 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 12.4 12.4 12.4 12.4 12.4 35.1 23.1 26.1 18.1 Effective Green, g (s) 12.4 12.4 12.4 12.4 12.4 35.1 23.1 26.1 18.1 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.60 0.39 0.44 0.31 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 256 393 334 267 372 518 1374 432 1069 v/s Ratio Prot 0.06 0.07 c0.04 c0.24 0.02 c0.26 v/s Ratio Perm c0.10 0.02 0.08 0.07 0.04 v/c Ratio 0.45 0.31 0.08 0.39 0.34 0.19 0.60 0.13 0.84 Uniform Delay, d1 20.2 19.5 18.6 19.9 19.7 6.6 14.1 9.4 19.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.3 0.4 0.1 0.9 0.6 0.2 1.9 0.1 8.1 Delay (s) 21.5 20.0 18.7 20.8 20.2 6.8 16.1 9.5 27.1 Level of Service C B B C C A B A C Approach Delay (s) 20.0 20.5 15.1 26.1 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 20.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 58.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Future Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 0 150 0 300 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.944 0.986 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1758 0 1770 3490 0 1770 3468 0 Flt Permitted 0.649 0.678 0.181 0.327 Satd. Flow (perm) 1209 1863 1583 1263 1758 0 337 3490 0 609 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 48 20 29 Link Speed (mph) 30 30 30 30 Link Distance (ft) 273 625 564 270 Travel Time (s) 6.2 14.2 12.8 6.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 123 129 110 108 64 96 761 79 61 796 126 Shared Lane Traffic (%) Lane Group Flow (vph) 116 123 129 110 172 0 96 840 0 61 922 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.7 12.7 12.7 12.7 12.7 37.3 23.1 28.3 18.1 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.63 0.39 0.48 0.31 v/c Ratio 0.45 0.31 0.26 0.41 0.42 0.18 0.61 0.14 0.85 Control Delay 25.8 21.3 2.2 24.5 17.4 5.8 16.9 6.4 29.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 21.3 2.2 24.5 17.4 5.8 16.9 6.4 29.4 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C B A B A C Approach Delay 16.0 20.2 15.7 28.0 Approach LOS B C B C Queue Length 50th (ft) 36 37 0 34 37 12 121 7 159 Queue Length 95th (ft) 78 76 11 73 83 29 186 21 #278 Internal Link Dist (ft) 193 545 484 190 Turn Bay Length (ft) 150 130 150 300 Base Capacity (vph) 328 506 578 343 512 529 1376 449 1081 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.24 0.22 0.32 0.34 0.18 0.61 0.14 0.85 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 59 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Future Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 0.94 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1759 1770 3489 1770 3467 Flt Permitted 0.65 1.00 1.00 0.68 1.00 0.18 1.00 0.33 1.00 Satd. Flow (perm) 1208 1863 1583 1263 1759 337 3489 609 3467 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 123 129 110 108 64 96 761 79 61 796 126 RTOR Reduction (vph) 0 0 101 0 38 0 0 12 0 0 20 0 Lane Group Flow (vph) 116 123 28 110 134 0 96 828 0 61 902 0 Turn Type Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 12.7 12.7 12.7 12.7 12.7 35.1 23.1 26.1 18.1 Effective Green, g (s) 12.7 12.7 12.7 12.7 12.7 35.1 23.1 26.1 18.1 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.59 0.39 0.44 0.31 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 260 401 340 271 378 516 1366 426 1063 v/s Ratio Prot 0.07 0.08 c0.04 c0.24 0.02 c0.26 v/s Ratio Perm c0.10 0.02 0.09 0.07 0.04 v/c Ratio 0.45 0.31 0.08 0.41 0.36 0.19 0.61 0.14 0.85 Uniform Delay, d1 20.1 19.5 18.5 19.9 19.7 6.7 14.3 9.5 19.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.2 0.4 0.1 1.0 0.6 0.2 2.0 0.2 8.4 Delay (s) 21.3 19.9 18.6 20.9 20.2 6.9 16.3 9.7 27.6 Level of Service C B B C C A B A C Approach Delay (s) 19.9 20.5 15.4 26.5 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 20.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 59.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 240 Deming Street 2: Deming Street & Site Driveway 2025 Saturday Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined.syn Page 4 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 12 230 247 2 2 12 Future Volume (vph) 12 230 247 2 2 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.883 Flt Protected 0.998 0.993 Satd. Flow (prot) 0 1859 1861 0 1633 0 Flt Permitted 0.998 0.993 Satd. Flow (perm) 0 1859 1861 0 1633 0 Link Speed (mph) 30 30 30 Link Distance (ft) 625 300 155 Travel Time (s) 14.2 6.8 3.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 250 268 2 2 13 Shared Lane Traffic (%) Lane Group Flow (vph) 0 263 270 0 15 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.9% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 240 Deming Street 2: Deming Street & Site Driveway 2025 Saturday Combined Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined.syn Page 5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 12 230 247 2 2 12 Future Volume (Veh/h) 12 230 247 2 2 12 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 13 250 268 2 2 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 625 pX, platoon unblocked vC, conflicting volume 270 545 269 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 270 545 269 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 98 cM capacity (veh/h) 1293 494 770 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 263 270 15 Volume Left 13 0 2 Volume Right 0 2 13 cSH 1293 1700 716 Volume to Capacity 0.01 0.16 0.02 Queue Length 95th (ft) 1 0 2 Control Delay (s) 0.5 0.0 10.1 Lane LOS A B Approach Delay (s) 0.5 0.0 10.1 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 31.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined Improved.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Future Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 130 100 150 0 300 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.986 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3490 0 1770 3468 0 Flt Permitted 0.687 0.678 0.179 0.336 Satd. Flow (perm) 1280 1863 1583 1263 1863 1583 333 3490 0 626 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 204 295 20 29 Link Speed (mph) 30 30 30 30 Link Distance (ft) 273 625 564 270 Travel Time (s) 6.2 14.2 12.8 6.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 123 129 110 108 64 96 761 79 61 796 126 Shared Lane Traffic (%) Lane Group Flow (vph) 116 123 129 110 108 64 96 840 0 61 922 0 Turn Type Perm NA Perm Perm NA NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Detector Phase 4 4 4 4 4 5 2 1 6 Switch Phase Minimum Initial (s) 9.0 9.0 9.0 9.0 9.0 15.0 15.0 10.0 15.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 19.0 24.2 14.0 24.2 Total Split (s) 21.0 21.0 21.0 21.0 21.0 17.0 27.0 12.0 22.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 35.0% 28.3% 45.0% 20.0% 36.7% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 13.0 20.8 8.0 15.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.2 3.0 4.2 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Max Min Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 12.0 12.0 12.0 12.0 12.0 0.0 38.0 23.5 28.8 18.4 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.22 0.00 0.68 0.42 0.52 0.33 v/c Ratio 0.42 0.30 0.26 0.40 0.27 0.22 0.17 0.56 0.12 0.79 Control Delay 24.9 21.5 2.2 24.6 20.9 1.7 5.5 15.3 6.1 25.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.9 21.5 2.2 24.6 20.9 1.7 5.5 15.3 6.1 25.0 Lanes, Volumes, Timings 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined Improved.syn Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C C A C C A A B A C Approach Delay 15.8 18.0 14.3 23.9 Approach LOS B B B C Queue Length 50th (ft) 36 37 0 34 32 0 10 112 6 148 Queue Length 95th (ft) 77 76 11 73 67 0 29 186 21 #278 Internal Link Dist (ft) 193 545 484 190 Turn Bay Length (ft) 150 130 100 150 300 Base Capacity (vph) 377 549 610 372 549 295 572 1490 493 1169 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.22 0.21 0.30 0.20 0.22 0.17 0.56 0.12 0.79 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 55.5 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 18.6 Intersection LOS: B Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Deming Street & Buckland Road HCM Signalized Intersection Capacity Analysis 240 Deming Street 1: Deming Street & Buckland Road 2025 Saturday Combined Improved Fuss & O'Neill - JJF Synchro 11 Report F:\P2023\0453\A10\Traffic\Synchro\2025 SAT Combined Improved.syn Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Future Volume (vph) 107 113 119 101 99 59 88 700 73 56 732 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 6.2 4.0 6.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3489 1770 3467 Flt Permitted 0.69 1.00 1.00 0.68 1.00 1.00 0.18 1.00 0.34 1.00 Satd. Flow (perm) 1280 1863 1583 1263 1863 1583 333 3489 626 3467 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 116 123 129 110 108 64 96 761 79 61 796 126 RTOR Reduction (vph) 0 0 107 0 0 64 0 12 0 0 20 0 Lane Group Flow (vph) 116 123 22 110 108 0 96 828 0 61 902 0 Turn Type Perm NA Perm Perm NA NA pm+pt NA pm+pt NA Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 2 6 Actuated Green, G (s) 9.6 9.6 9.6 9.6 9.6 0.0 35.7 23.5 26.6 18.4 Effective Green, g (s) 9.6 9.6 9.6 9.6 9.6 0.0 35.7 23.5 26.6 18.4 Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.17 0.00 0.63 0.42 0.47 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 6.2 4.0 6.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 217 316 268 214 316 0 548 1451 460 1129 v/s Ratio Prot 0.07 0.06 c0.04 c0.24 0.02 c0.26 v/s Ratio Perm c0.09 0.01 0.09 0.07 0.04 v/c Ratio 0.53 0.39 0.08 0.51 0.34 0.00 0.18 0.57 0.13 0.80 Uniform Delay, d1 21.4 20.8 19.7 21.3 20.7 28.2 5.5 12.6 8.2 17.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.5 0.8 0.1 2.1 0.6 0.0 0.2 1.6 0.1 6.0 Delay (s) 23.9 21.6 19.9 23.4 21.3 28.2 5.6 14.3 8.3 23.3 Level of Service C C B C C C A B A C Approach Delay (s) 21.7 23.7 13.4 22.4 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 19.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 56.5 Sum of lost time (s) 15.2 Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board ABCEDSW Pumper Fire TruckSW Pumper Fire TruckFile: ..\..\..\Design\13571.00069-DE\Plots\2023-05-15 to be filed\2023-05-15 Metro - 240 Deming Street - Preliminary Site Plan.pdfMissing or invalid reference46.427.4220422SW Ladder Fire TruckOverall Length46.420ftOverall Width8.290ftOverall Body Height7.766ftMin Body Ground Clearance0.677ftTrack Width8.290ftLock-to-lock time5.00sMax Wheel Angle45.00°SHEET NAMEDATEVMPROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDOCTOBER 17, 202313571.000691"=40'SITE PLAN - VEHICLE MANEUVERSSOUTH WINDSOR, CONNECTICUTMULTI-FAMILY DEVELOPMENT 240 DEMING STREETSHEET NO.DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM 64094578 v1 240 Deming Street South Windsor, Connecticut Section 8-30g Affordability Plan October 2023 Submission Draft Submitted by: The Metro Realty Management Corporation 64094578 v1 AFFORDABILITY PLAN FOR 24 DEMING STREET INTRODUCTION The Metro Management Corporation ("Metro”) submits this draft Affordability Plan in connection with the proposed residential redevelopment comprising 55 rental apartments, located at 240 Deming Street, South Windsor, Connecticut (the "Community"), as more fully described in Schedule A. All apartment homes within the Community shall be constructed in compliance with the minimum specifications set forth in Schedule B. I. Designation as “Assisted Housing.” The Community will qualify as "assisted housing" within the meaning of § 8-30g(a)(3) of the Connecticut General Statutes through receipt of (a) mortgage financing from the Connecticut Housing Finance Authority ("CHFA") or the Department of Housing and/or (b) an allocation of low income housing tax credits from CHFA, in each instance for the purpose of financing development in which a portion is low and moderate-income housing. II. Affordability Period. The assisted housing units shall be designated as affordable for no less than the period stated in a Declaration and Agreement of Restrictive Covenants, to be determined by the rules of the government financing program. The affordability period shall be calculated separately for each assisted housing unit, and the period shall begin on the date of initial rental of such unit to an eligible tenant household. III. Entity Responsible for Administration and Compliance. This Affordability Plan will be administered by Metro, or its designees, successors and assigns, and in such role is hereafter referred to as "Administrator." In addition to compliance filing required by the assisted housing finance program (sample form, “Exhibit A” attached). The Administrator shall submit a status report to the Town on compliance with this Affordability Plan annually on or about January 31 to show the prior year's activity, as required by General Statutes § 8-30h. IV. Notices of Availability for Rental of Units. The Administrator shall provide notice of the availability of each unit for rental. Such notices shall be provided in accordance with the Affirmative Fair Housing Marketing Plan as outlined in Section VI. The Administrator shall also provide such notice to the Commission. Such notice shall include a description of the available unit(s), the eligibility criteria for potential tenants, the maximum rental price, and the availability of application forms and additional information. All such notices shall comply with the federal Fair Housing Act, 42 U.S.C. §§ 3601 et seq. and the Connecticut Fair Housing Act, §§ 46a-64b, 64c of the Connecticut General Statutes (together, the "Fair Housing Acts"). 2 64094578 v1 V. Household Income Limitation. As further defined in a Declaration and Agreement of Restrictive Covenants, for the duration of the time period set forth in Section II above, all units will qualify as "assisted housing" within the meaning of Connecticut General Statutes § 8-30g(a)(3) and the Developer will comply with all rules and regulations of that program. VI. Affirmative Fair Housing Marketing Plan. The rental of units in the Community shall be publicized, using State regulations for affirmative fair housing marketing programs as guidelines. The Administrator shall have responsibility for compliance with this section. Notices of initial availability of units shall be provided, at a minimum, by advertising at least two times in a newspaper of general circulation in such identified municipalities. The Administrator shall also provide such notices to the South Windsor Town Plan and Zoning Commission and the local housing authority. Such notices shall include a description of the available unit(s), the eligibility criteria for potential tenants, the maximum rental price, and the availability of application forms and additional information. All notices shall comply with the federal Fair Housing Act, 42 U.S.C. §§ 3601 et seq. and the Connecticut Fair Housing Act, §§ 46a-64b, 64c of the Connecticut General Statutes (together, the "Fair Housing Acts"). VII. Application Process. A family or household seeking to rent one of the units ("Applicant") must complete an application to determine eligibility. The application form and process shall comply with the Fair Housing Act. A. Application Form. The application form shall be provided by the Administrator and shall include an income pre-certification eligibility form and an income certification form. In general, income for purposes of determining an Applicant's qualification shall include the Applicant family's total anticipated income from all sources for the twelve (12) month period following the date the application is submitted ("Application Date"). If the Applicant's financial disclosures indicate that the Applicant may experience a significant change in the Applicant's future income during the twelve (12) month period, the Administrator shall not consider this change unless there is a reasonable assurance that the change will in fact occur. The Applicant's income need not be re- verified after the time of initial rental. In determining what is and is not to be included in the definition of family annual income, the Administrator shall use the criteria set forth by HUD and listed on Schedule C, attached. 3 64094578 v1 B. Applicant Interview. The Administrator shall interview an Applicant upon submission of the completed application. Specifically, the Administrator shall, during the interview, undertake the following: 1. Review with the Applicant all the information provided on the application. 2. Explain to the Applicant the requirements for eligibility, verification procedures, and the penalties for supplying false information. 3. Verify that all sources of family income and family assets have been listed in the application. The term "family" shall be as defined by the Zoning Regulations of the Town of South Windsor. 4. Request the Applicant to sign the necessary release forms to be used in verifying income. Inform the Applicant of what verification and documentation must be provided before the application is deemed complete. 5. Inform the Applicant that a certified decision as to eligibility cannot be made until all items on the application have been verified. 6. Review with the Applicant the process and restrictions regarding re-rental. C. Verification of Applicant's Income. Where it is evident from the income certification form provided by the Applicant (sample form, “Exhibit B” attached) that the Applicant is not eligible, additional verification procedures shall not be necessary. However, if the Applicant appears to be eligible, the Administrator shall issue a pre-certification letter. The letter shall indicate to the Applicant and the Developer that the Applicant is income eligible, subject to the verification of the information provided in the Application. The letter will notify the Applicant that he/she will have thirty (30) days to submit all required documentation. If applicable, the Applicant shall provide the documentation listed on Schedule D attached hereto, to the Administrator. This list is not exclusive, and the Administrator may require any other verification or documentation, as the Administrator deems necessary. VIII. Prioritization of Applicants for Initial Rental. If, after publication of the Notice of Initial Rental as described in Section VI hereof, the number of qualified Applicants exceeds the number of units, then the Administrator shall establish a priority list of applicants based on a "first come, first served" basis, subject to the applicant's income pre-certification eligibility. The units will then be offered according to the applicant's numerical listing with priority given to persons on the Beacon waiting list. 4 64094578 v1 IX. Maximum Rent. As further defined in a Declaration and Agreement of Restrictive Covenants, for the duration of the time period set forth in Section II above, the maximum rent shall conform to the rules and regulations of the applicable government assistance program. X. Principal Residence. Units shall be occupied only as a tenant's principal residence. Subleasing of units shall be prohibited. XI. Requirement to Maintain Condition. All tenants are required to maintain their units. The tenant shall not destroy, damage or impair the unit, allow the unit to deteriorate, or commit waste on the unit. When a unit is offered for re-rental, the Administrator may cause the unit to be inspected. XII. Conflict Between Affordability Plan and Declaration. In the event of a conflict between this Affordability Plan and Schedule E, the Declaration and Agreement of Restrictive Covenants, shall govern. XIII. Enforcement. A violation of this Affordability Plan shall not result in a forfeiture of title, but the South Windsor Town Plan and Zoning Commission or its designated agent shall otherwise retain all enforcement powers granted by the Connecticut General Statutes, including § 8-12, which powers include, but are not limited to, the authority, at any reasonable time, to inspect the property and to examine the books and records of the Administrator to determine compliance of units with the affordable housing regulations. XIV. Binding Effect. This Affordability Plan shall be binding on the successors and assigns of Metro. 5 64094578 v1 SCHEDULE A PROPERTY DESCRIPTION [To be inserted upon final submission of Affordability Plan] 6 64094578 v1 SCHEDULE B MINIMUM SPECIFICATIONS FOR HOUSING INCENTIVE UNITS Foundation • Footings – poured concrete w/footing drain • Frost Walls – poured concrete w/waterproofing and foundation coating • Floors – poured concrete Exterior • Framing and Sheathing – as per building code • Exterior Wall – 2" x 6" • Interior Wall – 2" x 4" • Fiberglass Roof Shingle (25 years) • Foundation plantings (as specified) • No-maintenance vinyl siding • Aluminum gutters and down spouts • Exterior weather-proof electrical outlet(s) • Energy efficient vinyl windows • Asphalt driveways and walks or equivalent (as specified) • Insulation as per building code; Exterior walls R18; Ceiling R38 Interior • Wall to wall carpeting or vinyl plank • Energy efficient heating system • Tankless hot water heater • Direct wire smoke and CO2 detectors • Easy care vinyl clad wire closet shelving • Pre-wired telephone and cable TV outlets • Laundry area with washer / dryer • Ground fault circuits in kitchen, bathrooms and garage • Colonial six-panel doors (or comparable) Kitchens • Vinyl plank • Laminate or traditional wood cabinets • GE self-cleaning oven (or similar) • GE microwave (or similar) • GE refrigerator and freezer (or similar) • Sound insulated, multi-cycle dishwasher 7 64094578 v1 • Laminate countertops • Stainless steel sink with single lever faucet Bathrooms • Full width vanity mirrors • Single piece acrylic tubs and shower surrounds • Laminate vanity tops • No-wax vinyl flooring or equivalent 8 64094578 v1 SCHEDULE C DEFINITIONS AND ELEMENTS OF ANNUAL FAMILY INCOME 1. Annual income shall be calculated with reference to 24 C.F.R. § 5.609, and includes, but is not limited to, the following: a. The full amount, before any payroll deductions, of wages and salaries, overtime pay, commissions, fees, tips, bonuses and other compensation for personal services. b. The net income from operations of a business or profession, before any capital expenditures but including any allowance for depreciation expense. Any withdrawal of cash or assets from the operation of a business or profession will be included in income, except to the extent the withdrawal is reimbursement of cash or assets invested in the operation by the family. c. Interest, dividends, and other net income of any kind from real or personal property, before any capital expenditures but including any allowance for depreciation expense. Any withdrawal of cash or assets from an investment will be included in income, except to the extent the withdrawal is reimbursement of cash or assets invested by the family. Where the family has net family assets in excess of $5,000, annual income shall include the greater of the actual income derived from all net family assets or a percentage of the value of such assets based on the current passbook savings rate, as determined by HUD. d. The full amount of periodic payments received from social security, annuities, insurance policies, retirement funds, pensions, disability or death benefits, or other similar types of periodic payments; including a lump-sum amount or prospective monthly amounts for the delayed start of a periodic amount, except as permitted in 2q, below. e. Payments in lieu of earnings, such as unemployment and disability compensation, worker's compensation, and severance pay, except as permitted in 2c, below. f. Welfare assistance payments. (1) Welfare assistance payments made under the Temporary Assistance for Needy Families ("TANF") program are included in annual income only to the extent such payments: (a) Qualify as assistance under the TANF program definition at 45 C.F.R. § 260.31; and (b) Are not otherwise excluded under Section 2, below. 9 64094578 v1 (2) If the welfare assistance payments include an amount specifically designated for shelter and utilities that is subject to adjustment by the welfare assistance agency in accordance with the actual cost of shelter and utilities, the amount of welfare assistance to be included as income consists of the following: (a) The amount of the allowance or grant exclusive of the amounts designated for shelter or utilities, plus (b) The maximum amount that the welfare assistance agency could in fact allow the family for shelter and utilities. If the family's welfare assistance is ratably reduced from the standard of need by applying a percentage, the amount calculated under this paragraph shall be the amount resulting from one application of the percentage. g. Periodic and determinable allowances, such as alimony and child support payments, and regular contributions or gifts received from organizations or persons not residing with the Applicant (e.g., periodic gifts from family members, churches, or other sponsored group, even if the gifts are designated as rental or other assistance). h. All regular pay, special pay and allowances of a member of the Armed Forces, except combat pay as in 2g, below. i. For section 8 programs only and as provided in 24 C.F.R. § 5.612, any financial assistance, in excess of amounts received for tuition and any other required fees and charges, that an individual receives under the Higher Education Act of 1965 (20 U.S.C. §§ 1001 et seq.), from private sources, or from an institution of higher education (as defined under the Higher Education Act of 1965 (20 U.S.C. § 1002)), shall be considered income to that individual, except that financial assistance described in this paragraph is not considered annual income for persons over the age of 23 with dependent children. For purposes of this paragraph, "financial assistance" does not include loan proceeds for the purpose of determining income. 2. Excluded from the definition of family annual income are the following: a. Income from employment of children under the age of 18 (including foster children). b. Payments received for the care of foster children or foster adults. c. Lump-sum additions to family assets, such as inheritances, insurance payments (including payments under health and accident insurance and worker's compensation), capital gains and settlement for personal or property losses, except as proved in 1e, above. d. Amounts received by the family that are specifically for, or in reimbursement of, the cost of medical expenses for any family member. e. Income of a live-in aide, as defined in 24 C.F.R. § 5.403. 10 64094578 v1 f. Subject to 1i, above, the full amount of student financial assistance paid directly to the student or to the educational institution. g. The special pay to a family member serving in the Armed Forces who is exposed to hostile fire. h. Amounts received under training programs funded by HUD. i. Amounts received by a person with a disability that are disregarded for a limited time for purposes of Supplemental Security Income eligibility and benefits because they are set aside for use under a Plan to Attain Self–Sufficiency ("PASS"). j. Amounts received by a participant in other publicly assisted programs which are specifically for or in reimbursement of out-of-pocket expenses incurred (special equipment, clothing, transportation, child care, etc.) and which are made solely to allow participation in a specific program. k. Amounts received under a resident service stipend. A resident service stipend is a modest amount (not to exceed $200 per month) received by a resident for performing a service for the PHA or owner, on a part-time basis, that enhances the quality of life in the development. Such services may include, but are not limited to, fire patrol, hall monitoring, lawn maintenance, and resident initiatives coordination. No resident may receive more than one such stipend during the same period of time. l. Incremental earnings and benefits resulting to any family member from participation in qualifying State or local employment training programs (including training programs not affiliated with a local government) and training of a family member as resident management staff. Amounts excluded by this provision must be received under employment training programs with clearly defined goals and objectives, and are excluded only for the period during which the family member participates in the employment training program. m. Temporary, nonrecurring or sporadic income (including gifts that are not regular or periodic). n. Reparation payments paid by a foreign government pursuant to claims filed under the laws of that government by persons who were persecuted during the Nazi era. o. Earnings in excess of $480 for each full-time student 18 years old or older (excluding the head of household and spouse). p. Adoption assistance payments in excess of $480 per adopted child. q. Deferred periodic amounts from supplemental security income and social security benefits that are received in a lump sum amount or in prospective monthly amounts, or 11 64094578 v1 any deferred Department of Veterans Affairs disability benefits that are received in a lump sum amount or in prospective monthly amounts. r. Amounts received by the family in the form of refunds or rebates under State or local law for property taxes paid on the dwelling unit. s. Amounts paid by a State agency to a family with a member who has a developmental disability and is living at home to offset the cost of services and equipment needed to keep the developmentally disabled family member at home. t. Amounts specifically excluded by any other Federal statute from consideration as income for purposes of determining eligibility or benefits under a category of assistance programs that includes assistance under any program to which the exclusions set forth in 24 C.F.R. § 5.609(c) apply. See Exhibit 5-1 at pp. 4-5 to HUD Handbook 4350.3: Occupancy Requirements of Subsidized Multifamily Housing Programs, revised as of November 2013, for a listing of income sources that apply for the exclusion. 3. Net family assets for purposes of imputing annual income include the following:1 a. Cash held in savings and checking accounts, safety deposit boxes, homes, etc. b. The current market value of a trust for which any household member has an interest. c. The current market value of any rental property or other capital investments, less (i) any unpaid balance on any loans secured by the property and (ii) reasonable costs that would be incurred in selling the asset (e.g., penalties, broker fees, etc.). d. The current market value of all stocks, bonds, treasury bills, certificates of deposit, mutual funds, and money market accounts. e. The current value of any individual retirement, 401K or Keogh account. f. The cash value of a retirement or pension fund which the family member can withdraw without terminating employment or retiring. g. Periodic or lump-sum receipts from pension and retirement funds at retirement, termination of employment or withdrawal. _______________ 1 What is included and excluded from Net Family Assets is derived with reference to Exhibit 5-2 to HUD Handbook 4350.3: Occupancy Requirements of Subsidized Multifamily Housing Programs, revised as of November 2013. 12 64094578 v1 h. The cash value of life insurance policies available to the individual before death. i. Any lump-sum receipts not otherwise included in income (e.g., inheritances, capital gains, one-time lottery winnings, victim's restitution and settlement on insurance claims). j. The current market value of any personal property held for investment (e.g., gems, jewelry, coin collections). k. Interest payments on a mortgage or deed of trust held by an Applicant. 4. Net family assets do not include the following: a. Necessary personal property (e.g. clothing, furniture, cars, jewelry not held for personal investment etc.). b. Interest in Indian Trust Land. c. Equity in a cooperative unit in which the family lives. d. Term life insurance policies. e. Assets which are part of an active business, not including rental properties. f. Assets that are not effectively owned by the Applicant because, although held in the Applicant's name, the assets and any income accrue to the benefit of someone else who is not a member of the family and the other person is responsible for income taxes incurred. g. Assets that are not accessible to the Applicant and provide no income to the Applicant. 13 64094578 v1 SCHEDULE D DOCUMENTATION OF INCOME The following documents shall be provided, where applicable, to the Administrator to determine income eligibility: 1. Employment Income. Verification forms must request the employer to specify the frequency of pay, the effective date of the last pay increase, and the probability and effective date of any increase during the next twelve (12) months. Acceptable forms of verification (of which at least one must be included in the Applicant file) include: a. An employment verification form completed by the employer. b. Check stubs or earnings statement showing Applicant's gross pay per pay period and frequency of pay. c. W-2 forms if the Applicant has had the same job for at least two years and pay increases can be accurately projected. d. Notarized statements, affidavits or income tax returns signed by the Applicant describing self-employment and amount of income, or income from tips and other gratuities. 2. Social Security, Pensions, Supplementary Security Income, Disability Income. a. Benefit verification form completed by agency providing the benefits. b. Award or benefit notification letters prepared and signed by the authorizing agency. (Since checks or bank deposit slips show only net amounts remaining after deducting SSI or Medicare, they may be used only when award letter cannot be obtained.) c. If a local Social Security Administration ("SSA") office refuses to provide written verification, the Administrator should meet with the SSA office supervisor. If the supervisor refuses to complete the verification forms in a timely manner, the Administrator may accept a check or automatic deposit slip as interim verification of Social Security or SSI benefits as long as any Medicare or state health insurance withholdings are included in the annual income. 3. Unemployment Compensation. a. Verification form completed by the unemployment compensation agency. 14 64094578 v1 b. Records from unemployment office stating payment dates and amounts. 4. Government Assistance. a. All Government Assistance Programs. Agency's written statements as to type and amount of assistance Applicant is now receiving, and any changes in assistance expected during the next twelve (12) months. b. Additional Information for "As-paid" Programs: Agency's written schedule or statement that describes how the "as-paid" system works, the maximum amount the Applicant may receive for shelter and utilities and, if applicable, any factors used to ratably reduce the Applicant's grant. 5. Alimony or Child Support Payments. a. Copy of a separation or settlement agreement or a divorce decree stating amount and type of support and payment schedules. b. A letter from the person paying the support. c. Copy of latest check. The date, amount, and number of the check must be documented. d. Applicant's notarized statement or affidavit of amount received or that support payments are not being received and the likelihood of support payments being received in the future. 6. Net Income from a Business. The following documents show income for the prior years. The Administrator must consult with Applicant and use this data to estimate income for the next twelve (12) months. a. IRS Tax Return, Form 1040, including any: (1) Schedule C (Small Business). (2) Schedule E (Rental Property Income). (3) Schedule F (Farm Income). b. An accountant's calculation of depreciation expense, computed using straight-line depreciation rules. (Required when accelerated depreciation was used on the tax return or financial statement.) 15 64094578 v1 c. Audited or unaudited financial statement(s) of the business. d. A copy of a recent loan application listing income derived from the business during the previous twelve (12) months. e. Applicant's notarized statement or affidavit as to net income realized from the business during previous years. 7. Recurring Gifts. a. Notarized statement or affidavit signed by the person providing the assistance. Must give the purpose, dates and value of gifts. b. Applicant's notarized statement or affidavit that provides the information above. 8. Scholarships, Grants, and Veterans Administration Benefits for Education. a. Benefactor's written confirmation of amount of assistance, and educational institution's written confirmation of expected cost of the student's tuition, fees, books and equipment for the next twelve (12) months. To the extent the amount of assistance received is less than or equal to actual educational costs, the assistance payments will be excluded from the Applicant's gross income. Any excess will be included in income. b. Copies of latest benefit checks, if benefits are paid directly to student. Copies of canceled checks or receipts for tuition, fees, books, and equipment, if such income and expenses are not expected to change for the next twelve (12) months. c. Lease and receipts or bills for rent and utility costs paid by students living away from home. 9. Family Assets Currently Held. For non-liquid assets, collect enough information to determine the current cash value (i.e., the net amount the Applicant would receive if the asset were converted to cash). a. Verification forms, letters, or documents from a financial institution, broker, etc. b. Passbooks, checking account statements, certificates of deposit, bonds, or financial statements completed by a financial institution or broker. 16 64094578 v1 c. Quotes from a stock broker or realty agent as to net amount Applicant would receive if Applicant liquidated securities or real estate. d. Real estate tax statements if tax authority uses approximate market value. e. Copies of closing documents showing the selling price, the distribution of the sales proceeds and the net amount to the borrower. f. Appraisals of personal property held as an investment. g. Applicant's notarized statements or signed affidavits describing assets or verifying the amount of cash held at the Applicant's home or in safe deposit boxes. 10. Assets Disposed of for Less Than Fair Market Value ("FMV") During Two Years Preceding Application Date. a. Applicant's certification as to whether it has disposed of assets for less than FMV during the two (2) years preceding the Application Date. b. If the Applicant states that it did dispose of assets for less than FMV, then a written statement by the Applicant must include the following: (1) A list of all assets disposed of for less than FMV; (2) The date Applicant disposed of the assets; (3) The amount the Applicant received; and (4) The market value to the asset(s) at the time of disposition. 11. Savings Account Interest Income and Dividends. a. Account statements, passbooks, certificates of deposit, etc., if they show enough information and are signed by the financial institution. b. Broker's quarterly statements showing value of stocks or bonds and the earnings credited the Applicant. c. If an IRS Form 1099 is accepted from the financial institution for prior year earnings, the Administrator must adjust the information to project earnings expected for the next twelve (12) months. 17 64094578 v1 12. Rental Income from Property Owned by Applicant. The following, adjusted for changes expected during the next twelve (12) months, may be used: a. IRS Form 1040 with Schedule E (Rental Income). b. Copies of latest rent checks, leases, or utility bills. c. Documentation of Applicant's income and expenses in renting the property (tax statements, insurance premiums, receipts for reasonable maintenance and utilities, bank statements or amortization schedule showing monthly interest expense). d. Lessee's written statement identifying monthly payments due the Applicant and Applicant's affidavit as to net income realized. 13. Full-Time Student Status. a. Written verification from the registrar's office or appropriate school official. b. School records indicating enrollment for sufficient number of credits to be considered a full-time student by the school. 18 64094578 v1 Exhibit A Owner's Certificate of Continuing Program Compliance 19 64094578 v1 20 64094578 v1 21 64094578 v1 22 64094578 v1 Exhibit B Tenant Income Certification 23 64094578 v1 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: September 27, 2023 TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, Molly Keays, Melissa Pierce, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson FROM: Michele Lipe, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl 23-42P Metro Realty- 240 Deming Street Apartments Location: 240 Deming; .3 ac of 440 Buckland Road Site Plan Subdivision No. Acres 5.1 Zone MAHZ Industrial Commercial Residential No. Lots/Units 55 Water: Public Private Well Sewerage: Public Septic System 55 unit apartment complex; single entrance off of Deming Street Project Description: 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 10/14/23 and return to the Planning Department. 1 Appl #23-42P, 240 Deming Street Housing Public Hearing, 10-24-23 Planning Department Report 1. Request for Special Exception under the proposed 7.22 Multifamily Assisted Housing and Site Plan of Development approval to construct 55 apartment units at 240 Deming Street, the northerly side of Deming Street, easterly of Buckland Road, MAH zone. 2. The application is being submitted as a CGS §8-30g Affordable Housing application for an “Assisted Housing” developments in which state funds will be sought. This development will provide housing suited to the needs of all ages and 20-25% of the units will be set aside as supportive housing. 3. Sec 8.4 Special exception review criteria include: ♦ The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. ♦ The application has met the requirements of the zoning regulations. ♦ The land is physically suited to the proposed use. ♦ Minimal, if any, adverse environmental impacts are created including emissions. ♦ No traffic or other hazards will be created. ♦ The impacts on the capacity of the present and proposed utilities, street, drainage systems, sidewalks, and other elements of the infrastructure will be minimal. ♦ There will be minimal or no adverse effects on existing uses in the area. ♦ Surrounding property values will be conserved. ♦ The character of the neighborhood will be maintained or minimally disrupted. ♦ The general welfare of the community will be served. ♦ There is a balance between neighborhood acceptance and community needs. ♦ Historic factors are adequately protected; or due consideration to preservation of historic factors has been demonstrated. ♦ The overall physical appearance of the proposed development is compatible with surrounding development and the Commission’s goals for the neighborhood/corridor. ♦ The architectural design is aesthetically pleasing and blends well into the surrounding area. ♦ Noise created by on site activities, including vehicle equipment noise. 2 The Commission may impose additional conditions in accordance with these regulations to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 4. The site is surrounded by residentially zoned land to the east and south, and senior housing to the north and assisted living to the west. The current Town Plan depicts this area as Commercial which does include medium-high density residential. The Town Plan notes, for example, that medium-high density residential developments might be limited to those areas having direct access to state routes or where they serve to buffer less dense residential developments from commercial development. 5. In the Affordable Housing plan adopted by the town in June of 2022, one of the strategies identified was to increase “assisted housing “in town in areas where public water and sewer currently exist; bus transit service close by and pedestrian amenities- within walking distance to the stores. 6. This project will provide South Windsor with additional affordable units towards the State’s “10%” list. While South Windsor is currently at 6.7 % of housing stock as affordable units, I would note that based on the affordable housing we have created, the Town has qualified for a 4-year exemption from affordable housing appeals which is in effect until October of 2024. 7. The site size 5+ acres. Proposed building height is 29 feet; 35 feet allowed. Proposed building coverage is 14%; 25% allowed. Proposed impervious coverage is 37%;50% allowed. Proposed density is 10.8 units per acre; 15 units per acre allowed 8. This proposal includes 5 buildings with 8-12 units in each building. Thirty-one of the units will be two-bedroom, 24 one- bedroom and additional unit will be used for common space. 9. Minimum parking required is 1.5 space per unit (when development is proposed within 1,000 feet of a bus stop). The applicant is providing 86 spaces for 56 units; 83 spaces required. The applicant is required to meet the EV charger requirements (locations to be addressed at the meeting). 10. Pedestrian access via bituminous sidewalks has been provided throughout the site. A connection is being made to the existing sidewalks on Deming Street. A bus shelter and a white spilt rail fence are proposed along the Deming Street frontage. 11. Open space requirement for this type of development is 15% of the land area must be preserved in a conservation easement and/or dedicated to a non-profit. The Commission can modify this percentage based on site location in commercial areas that currently have sidewalk connectivity to open space and amenities. The applicant is proposing to deed restrict the 1.1 ac property to the east of the development as a conservation area. Other amenities offered to the resident include areas within the island to gather. 12. There is no buffer requirement for this project, however screening shall be designed to mitigate visual noise and other impacts of the development. The applicant is perimeter landscaping including a variety of evergreen trees around the perimeter of the site and street trees. Other landscaping is shown along the internal roadway and foundation landscaping 3 around the buildings. A 50-foot conservation easement is shown over the landscaping along the easterly border adjacent to the conservation area. 13. Trees currently in the sewer easement along the Deming Street frontage of the property are shown to be removed. We are investigating the possibility of keeping as many trees as possible in this area. 14. The development will be serviced by a single access drive off Deming Street. The traffic study submitted indicates that sight line from Deming Street looking west is adequate. 15. The fire marshal has reviewed the plans and is satisfied with the layout. 16. Public water and sewer will be provided. Water Pollution Control Authority approval is required. 17. The site does contain regulated wetlands. IWA/CC approved this application on September 7. Bonds required include: $20,000 for establishment and maintenance of erosion and sediment controls, and $50,000 for the installation of stormwater structures, and installation of native buffer plantings between the limit of disturbance and the intermittent watercourse. 18. Architectural and Design Review Committee reviewed this application on October 5. The Committee discussed the building materials suggesting the possibility of using a Harty plank material. The developer was open to the idea, however recognized that at the time this project is reviewed by the state, they may require a different material. Other suggestions included adding grills to the windows. The committee was generally satisfied with the proposal and thought the treatment on the ends of the units would read well from Deming Street. 10. The applicant has submitted an affordability plan that indicates that the applicant will administer the Plan for the duration of the affordability restrictions with annual reporting requirements. The Plan also includes an affirmative fair housing marketing plan governing the rental of units, details of the application process, the terms of the program. Restricted covenants and Declarations will be put in place based on the rules of the government financing program. We have requested the applicant add the 40-year duration of the affordable deed restriction to “Section II Affordability Period”. If this application is approved, the Planning Dept requests that the zoning data table be updated to reflect some of the missing data; street addressing be added to the plans; the 40-year duration to the affordability units South Windsor Planning & Zoning 240 DEMING STREET October 24th, 2023 Application for Site Plan and Special Exception First Floor Second Floor First Floor Second Floor South Windsor Planning & Zoning 240 DEMING STREET October 24th, 2023 THANK YOU APPENDIX South Windsor Planning & Zoning 240 DEMING STREET October 24th, 2023 Site Location 240 DEMING STREET Walkability and Pedestrian Access Existing Sidewalk 1.2. 3. 4. 1.Stop & Shop 2.CVS 3.ECHN Medical Complex 4.Costco 5.Evergreen North Entrance 5. HOME-STYLE DESIGN •Contemporary Interior •High-end interior finishes •Contemporary Interior •High-end interior finishes HOME-STYLE DESIGN Sustainability & Energy Efficiency Targets •DOE Zero Energy Home Ready Certification •LEED Gold •Balanced ventilation •High-efficiency heating, cooling and hot water systems •Home Energy Rating System (“HERS”) rating <42 (35% below Energy Start Index) •Photovoltaic to power common elements South Windsor Planning & Zoning 240 DEMING STREET July 11th, 2023 Affordability TRAFFIC STUDY •New traffic counts conducted in June, 2023 •Background traffic growth included: •1% growth rate per year •Evergreen Walk and Gateway Development traffic •Revised site-generated traffic •Industry standard ITE rates utilized •Residential development is a low-traffic generator •Weekday AM Peak Hour –20 trips •Weekday PM Peak Hour –21 trips •Saturday Midday Peak Hour –21 trips •Alternative uses analyzed –Medical Office and Restaurant/Coffee Shop TRAFFIC STUDY •Capacity Analysis Results •No change in Level of Service at Buckland/Deming intersection •No noticeable change in vehicle delays •Queue increases less than one vehicle length on all approaches •Intersection Sight Distances •Exceed CTDOT criteria for safe driveway egress •Crash History •No abnormal crash patterns or frequency in study area •No crashes reports on Deming Street near site frontage •Crash detail: 3 in 2020, 8 in 2021, 7 in 2022. None involving pedestrians. •Conclusion: •Proposed development will have no significant impact to traffic operations or safety in the study area Filename: 240 Deming Street Site Lighting - South Windsor - REV 1.AGIGreg Loda / Mike O'ConnorLighting Affiliates1208 Cromwell AveRocky Hill, CT 06067website: www.lightingaffiliates.comVoice Number : (860) 721-1171 x 219Email : gloda@lightingaffiliates.comABCEDAGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAOAOAOBDPLPLBDBDLP3LP3LP3LP5LP3LP3LP3LP3LP3LP5LP5LP5LP5LP3LP3LP5LP5LP5LP3LP20.50.00.00.00.00.00.00.00.00.20.40.70.90.00.50.00.80.70.60.60.70.70.50.30.30.30.20.20.90.52.30.00.00.00.30.61.42.01.40.60.50.50.00.50.00.50.50.50.40.50.40.30.20.10.10.00.00.00.50.00.10.20.10.10.00.00.00.00.00.00.00.00.30.00.40.00.20.40.60.80.70.40.82.43.71.91.82.10.00.30.00.00.00.00.00.00.00.00.00.00.00.00.20.20.10.40.60.60.40.71.41.51.11.11.41.30.70.40.00.00.80.81.62.02.01.92.13.62.20.70.30.20.00.02.40.00.00.00.00.00.00.00.00.00.00.40.80.00.00.71.92.02.01.40.80.40.20.00.00.00.01.50.02.30.00.00.00.00.00.00.40.82.74.22.11.81.60.00.71.20.82.54.51.90.80.70.60.60.50.50.60.00.70.00.80.70.50.30.20.10.00.00.00.00.00.00.00.70.50.81.21.41.31.00.70.71.11.51.61.31.40.41.01.80.20.10.00.00.00.00.00.00.00.00.00.00.01.60.70.00.00.00.00.00.10.20.30.71.72.41.50.00.50.00.60.60.60.70.70.50.71.72.61.60.60.30.60.63.50.40.92.54.11.60.50.61.01.00.90.90.01.00.00.61.94.02.10.80.40.20.00.00.00.00.00.01.10.00.20.80.50.20.10.10.00.00.00.00.00.01.30.00.90.00.00.00.00.30.50.71.11.41.41.51.30.00.00.30.00.00.00.00.00.00.00.00.00.00.00.01.30.10.00.50.91.21.20.90.70.70.60.60.60.60.70.70.10.01.62.20.70.51.11.30.90.40.20.10.00.00.20.01.30.00.00.00.00.00.00.40.82.53.61.40.40.00.00.40.60.60.40.30.20.10.00.00.00.00.01.80.01.70.00.00.00.00.30.51.11.61.00.40.72.14.00.00.20.71.82.31.61.72.41.80.70.51.71.81.20.40.31.30.00.00.00.00.00.00.00.00.00.00.00.00.00.70.01.52.12.13.82.40.70.51.73.41.90.60.30.70.02.50.00.00.00.00.00.00.00.00.00.40.81.21.80.20.10.20.20.40.91.71.32.31.30.70.50.40.30.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.20.00.50.00.00.00.00.00.00.00.00.00.00.00.10.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.10.00.20.00.00.00.00.00.00.00.00.00.10.10.22.00.00.20.10.00.00.00.00.00.00.00.00.00.00.10.10.10.00.40.40.60.91.41.81.61.10.90.90.80.60.40.10.10.00.00.00.00.00.00.00.00.00.00.00.40.10.10.00.10.00.00.00.00.00.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.91.92.52.11.10.40.20.20.10.00.10.70.00.00.00.00.30.61.01.31.10.70.40.00.10.00.10.00.00.00.00.00.00.00.00.00.00.00.00.21.00.00.00.00.00.00.00.00.00.30.50.70.90.01.00.00.90.80.60.60.60.70.71.01.92.61.60.60.90.70.30.00.00.00.40.71.42.11.62.21.61.00.00.60.00.70.70.71.01.41.20.80.40.20.10.00.00.00.80.00.30.80.40.20.00.00.00.00.00.00.00.04.20.02.40.00.00.30.61.31.91.71.91.61.61.60.80.80.00.40.00.00.00.00.00.00.00.00.00.00.00.02.00.20.10.71.01.21.31.81.71.20.80.71.01.51.51.40.01.10.00.00.00.00.00.00.00.00.10.10.20.50.02.10.02.31.50.90.70.81.32.73.82.13.31.40.61.10.10.80.90.90.90.90.91.11.71.91.41.80.90.00.20.00.10.10.00.00.00.00.00.00.00.00.00.00.10.40.20.32.11.00.70.81.11.82.12.02.11.50.91.70.34.20.10.00.00.00.00.00.00.00.00.00.00.00.00.50.00.70.10.00.00.00.00.00.00.00.00.00.04.50.00.20.00.00.00.00.00.00.00.00.10.20.30.71.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.00.00.00.00.10.10.20.40.60.20.20.20.00.20.00.20.20.30.30.20.20.10.10.10.00.00.00.20.40.90.30.30.30.40.30.20.20.20.20.40.50.00.50.00.30.10.10.00.00.00.00.00.00.00.00.00.00.50.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.10.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.42.02.81.60.80.70.70.70.60.60.70.70.72.62.10.21.90.60.30.20.00.00.00.00.00.00.00.01.01.40.01.80.90.80.80.70.60.60.70.80.91.10.82.20.40.80.40.20.00.00.00.00.00.00.00.00.00.32.22.20.00.20.30.50.81.11.62.32.31.50.91.00.02.40.01.41.00.70.50.30.20.10.00.00.00.00.00.71.71.11.00.50.91.31.21.11.21.21.00.80.81.00.21.10.21.51.50.90.50.20.20.00.00.00.00.00.00.01.10.12.52.31.30.70.71.42.42.52.21.81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ScheduleSymbolQtyLabelCalculation SummaryLabelCalcTypeArrangementLuminaire LumensLuminaire WattsLLFBUG Rating Mounting HeightDescriptionUnitsAvgMaxMinAvg/MinMax/MinSITEIlluminanceFc0.461LP2Single8550380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-STLG2T2-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE11LP3Single9347380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-KHJ3-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE8LP5Single9126380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-KHJ5-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE4.50.0N.A.N.A.ENTRY DRIVEWAYIlluminanceFc1.244.50.26.2022.50PARKINGIlluminanceFc1.344.50.26.7022.50PARKINGENTRY DRIVEWAY 1 Stern, Joshua From:Lipe, Michele Sent:Friday, October 27, 2023 11:49 AM To:Stern, Joshua Subject:FW: [External]240 Deming Street From: Ben Tripp <BTripp@metro-realty.com> Sent: Thursday, October 26, 2023 11:31 AM To: Lipe, Michele <Michele.Lipe@southwindsor-ct.gov> Subject: [External]240 Deming Street Hi Michele, This email serves to request that our public hearing on the site plan and special excepƟon for 240 Deming Street be conƟnued to November 28th due to conflicts that we have on November 14th. I understand that 11/28 is exactly 35 days from the date the public hearing was opened, so if there is an issue that causes the 11/28 date to be canceled, for lack of quorum or otherwise, we provisionally agree to extend the window to keep the public hearing open by another 30 days. Thanks, Ben Tripp EVP of Development The Metro Realty Group, Ltd. 6 Executive Drive, Suite 100 Farmington, CT 06032 T 860.674.5624 · M 860.978.4293 Email: btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 860.674.5624 | btripp@metro-realty.com Affirmative Action / Equal Opportunity Employer November 21, 2023 Town of South Windsor Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Re: 240 Deming Street and 440 Buckland Road – Site Plan and Special Exception – Description of Plan Modifications Dear Chairman Pacekonis and Honorable Members of the Commission: The following is an overview of the primary changes that were incorporated in the revised plans by SLR dated November 21, 2023, for the site plan application for 55 apartments and one community room at 240 Deming Street: - Location of four (4) EV charging spaces identified - 2 bicycle racks added - Bus shelter relocated to eastern side of entrance drive - Two-rail white fence moved out of Town sewer easement, and extended to surround proposed conservation area - Orientation of sidewalks leading from development to Deming Street have been modified to increase the area available for snow storage - Sidewalks around the perimeter of center island have been removed to increase the area available for snow storage. - Gazebo has been replaced by children’s recreation space and will include playground equipment - Landscaping added to entrance island and parking islands, including grasses and perennials Sincerely, The Metro Management Corporation By: __________________________ Benjamin Tripp, Director 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board EV EV EV EV AGAGAGAGAGAGAGAAAAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDCPCPAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOBDCPCPBDBDMPMPAAAAAAAAPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGDEMING STREETSITEPROJECT SITE VICINITY MAP:PREPARED BY:LOCATION MAP:PROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSOUTH WINDSOR, CONNECTICUTMAP/BLOCK/LOT: 38-213571.00069JUNE 28, 2023AUGUST 30, 2023 (IWC RESUBMISSION)SEPTEMBER 28, 2023 (PNZ SUBMISSION)NOVEMBER 21, 2023 (TOWN COMMENTS)0'50'100'01/2"1"0'500'1000'01/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM70.56870DHYHYD1009870.5GVWVEEGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDZONING DATA TABLEMULTIFAMILY ASSISTED HOUSING INRESIDENTIAL/COMMERCIAL ZONE (MAHZ)REQUIREDPROPOSEDLOT AREA*174,240 S.F. MIN. (4 AC.)225,702 S.F. (5.181 AC.)FRONT YARD50 FEET MIN.65 FEETSIDE YARD25 FEET MIN.37 FEETREAR YARD25 FEET MIN.79 FEETBUILDING HEIGHT35 FEET MAX.29'-1"BUILDING COVERAGE (%)15% MAX14%IMPERVIOUS COVERAGE(%)50% MAX.37%PARKING DATAREQUIREDPROPOSEDSTANDARD SPACES75EV CHARGING SPACES3**4HANDICAP/ VAN ACCESSIBLE PARKINGSPACES46TOTAL PARKING SPACES83***85**FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDED UP) FORAPPLICATIONS BETWEEN 2012-2023 = 0.03 x 83 = 3 SPACES***56 UNITS X 1.5 SPACES/UNIT = 83 SPACESNOTE: PROPOSED CONSERVATION AREA IS NOT INCLUDED IN ZONINGCALCULATIONS.SCALE 1" = 1000'GENERAL NOTES1.TOPOGRAPHIC AND BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY ENTITLED: "PROPERTY & TOPOGRAPHIC SURVEY,MULTI-FAMILYDEVELOPMENT, 240 DEMING STREET, SOUTH WINDSOR, CONNECTICUT", DATED: 4/17/2023, SCALE: 1"=50' PREPARED FOR: METRO REALTYMANAGEMENT CORPORATION, 6 EXECUTIVE DRIVE, SUITE 100, FARMINGTON, CT 06032 AND PREPARED BY: DESIGN PROFESSIONALS, INC.2.INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE,AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TOBEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED BYOTHERS.4.ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GAS ARETO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.5.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER.6.SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROLNARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, ANDIN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.7.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, AND BE SEEDED WITH GRASS, AS SHOWN ON THE PLANS.8.ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELYNE PIPE (HDPE) UNLESS OTHERWISE INDICATED.9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR REQUIREMENTS AND TO THE APPLICABLESECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, ANDINCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS11.ALL GUTTERS, ROOF DRAINS AND FOUNDATION DRAINS SHALL BE TIED INTO THE PROPOSED STORM DRAINAGE SYSTEM.12.THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES FOR UTILITYSYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTIONOF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT ORCORRECT WORK WHICH DOES N0T CONFORM TO LOCAL CODE.13.THE PROPOSED BUILDINGS ARE TO BE CONNECTED TO PUBLIC WATER AND SANITARY SEWER.14.COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE PERMITTEE.APPLICANT:THE METRO REALTY MANAGEMENT CORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100, FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624LIST OF DRAWINGSNO.NAMETITLE01--TITLE SHEET02EXEXISTING CONDITIONS03VMVICINITY MAP04LASITE PLAN - LAYOUT AND LANDSCAPING05GRSITE PLAN - GRADING06UTSITE PLAN - UTILITIES07SE-1SEDIMENT AND EROSION CONTROL PLAN08SE-2SEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONS09-12SD-1 - SD-4SITE DETAILS 136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136NRCS SOIL TYPESEE CHART THIS SHEETNRCS SOIL DELINEATION100' UPLAND REVIEW AREASHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'EXISTING CONDITIONSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.02 OF 12DESCRIPTIONBYDATEPNZ SUBMISSIONRYE09/28/20230'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTE 1.TOPOGRAPHIC AND BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY ENTITLED: "PROPERTY &TOPOGRAPHIC SURVEY,MULTI-FAMILY DEVELOPMENT, 240 DEMING STREET, SOUTH WINDSOR, CONNECTICUT",DATED: 4/17/2023, SCALE: 1"=50' PREPARED FOR: METRO REALTY MANAGEMENT CORPORATION, 6 EXECUTIVEDRIVE, SUITE 100, FARMINGTON, CT 06032 AND PREPARED BY: DESIGN PROFESSIONALS, INC.NRCS SOIL TYPES12RAYPOL SILT LOAM66BNARRAGANSETT SILT LOAM, 2 TO 8% SLOPES66CNARRAGANSET SILT LOAM, 8 TO 15% SLOPES701BNINIGRET FINE SANDY LOAM702BTISBURY SILT LOAM704BENFIELD SILT LOAMAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624 SITEAGAGAGAGAGAGAGAAAAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDCPCPAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOBDCPCPBDBDMPMPAAAAAAAAABCEDEV EV EV EV GD38-26GD51-33GD51-32GD27-15-10-10RC38-1AA-3038-22-8AA-3038-3AA-30AA-3038-15AA-30AA-3038-24-2AA-3039-53-1AA-30AA-3052-92GD38-2500'RC51-34-2GD38-5-A38-16-227-15--1538-25-327-15-127-15--227-15-7-A27-15--11GD38-2727-15-7-F27-15--1427-15-7-B27-15-3-CM27-15-1638-5-BAA-3038-27-127-15-7BUCKLAND ROADDEMING STREETSELE DRIVEDEMING STREETGRANDVIEW TERRRACEDEMING STREETOAKLAND STREET SITE240 DEMING STREETBUCKLAND ROADAPPROXIMATE EXISTINGBUILDING OUTLINE (TYP.)GD51-3238-2260152544020543244041917620024024028533235247241340350100010005090010002800270124003510120020325'340'SHEET NAMEDATEVMPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDSWNEDESCRIPTIONBYDATEPNZ SUBMISSIONRYE09/28/20230'50'100'01/2"1"Copyright SLR International Corporation - 2021LOCATION MAP:0'500'1000'SCALE 1" = 1000'01/2"1"KEY:38-2 PARCEL NO.240 LOCATION ADDRESSGD ZONING DISTRICT99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMMAP NOTE:INFORMATION COMPILED FROM AVAILABLE TOWN OFSOUTH WINDSOR GIS INFORMATION ON MAY 2, 2023AND SHOULD BE CONSIDERED APPROXIMATE.ZONING DISTRICTSAA-30 LIMITED RESIDENTIALGD GATEWAY DEVELOPMENTMAHZ MULTI-FAMILY ASSISTED HOUSING RESIDENTIAL/COMMERCIALRC RESTRICTED COMMERCIALRR RURAL RESIDENTIALJUNE 28, 202313571.0006903 OF 12SOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETVICINITY MAP1"=100'APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board ABCEDEV EV EV EV 24'24'21'6'21'50' FRONTSETBACK25' SIDE SETBACK25' REARSETBACK25' SIDE SETBACKTOT LOTPATIO/DECK (TYP.)DUMPSTERPAD(TYP.)PROPOSED BUS SHELTER50'PROPOSEDCONSERVATIONEASEMENTLINEPROPOSEDCONSERVATIONRESTRICTION AREA± 1.14 AC2 STORY(12 UNIT)BUILDING2 STORY(12 UNIT)BUILDING2 STORY(8 UNIT)BUILDING48695784107377DEMING STREET9'10'8'8'24'52.2'65.2'97.9'52.5'6'6'6'BITUMINOUSCONCRETE CURB(TYP.)AGAGAGAGAGAGAGAAAAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDCPCPAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAO1AM1AM1AM1AM14VH9CA215CA9IWBDCPCPBDBDMPMPAAAA12TSTS12AAAARS2117EP16SLMM2MONUMENT PIER (TYP.)ENTRY SIGN (3'X5')24'32.6'37.1'79.9'AGAGAGAGAGAGAGAAAAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDCPCPAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAO1AM1AM1AM1AM14VH9CA215CA9IWBDCPCPBDBDMPMPAAAA12TSTS12AAAARS2117EP16SLMM218'18'18'18'2 RAIL WHITEVINYL FENCEBITUMINOUSCONCRETESIDEWALK(TYP.)BEGIN CONCRETE CURBBEGIN CONCRETE CURBRAISED ISLANDWITH CONCRETECURB100' UPLANDREVIEW AREACONNECTION TO EXISTING CONCRETE SIDEWALKSITE LIGHT (TYP.)PROPOSED WALL8'8'SEE TYPICAL UNITPLANTING PLAN ONTHIS SHEETPROTECT EXISTINGTREE TO REMAIN(TYP.)TREES TO REMAIN SUBJECT TO ANAGREEMENT WITH THE TOWN OFSOUTH WINDSOR WPCA2 STORY(11 UNIT COMMUNITY ROOM)BUILDING2 STORY(12 UNIT)BUILDINGPROTECT EXISTINGTREE TO REMAIN(TYP.)SIGHT LINE LOOKING RIGHT 420 FTSIGHT LINE LOOKING LEFT 420 FT15'9+051+002+003+004+005+006+007+008+009+00R=32'R=33'R=33'R=32'END CONCRETE CURB. BEGINBITUMINOUS CONCRETE CURBEND CONCRETE CURB. ENDBITUMINOUS CONCRETE CURB(4)ELECTRICALVEHICLECHARGINGSTATIONSPROTECT EXISTING 16"SPRUCE TO REMAIN. FIELDVERIFY EXACT LOCATIONADA ACCESSIBLE CONCRETE RAMPWITH DETECTABLE WARNING STRIPADA ACCESSIBLE CONCRETE RAMPWITH DETECTABLE WARNING STRIP30'BIKE RACKBIKE RACK8'ACCESSGATEMAIL KIOSKINTERIOR ISLANDTO BE BITUMINOUSCONCRETE CURBSEE TYPICAL ISLANDPLANTING PLAN ONTHIS SHEETSANITARY SEWER EASEMENTIN FAVOR OF THE TOWN OFSOUTH WINDSOR(VOL.330 PG. 275)MECHANICALCLOSET (TYP.)TREESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYAAAcer rubrum 'Armstrong'Armstrong Red Maple2"-2.5" Cal.B&BFULL & DENSE10AOAcer rubrum 'October Glory'October Glory Red Maple2"-2.5" Cal.B&BFULL & DENSE7AMAmelanchier canadensisShadblow Serviceberry Multitrunk2"-2.5" Cal.B&BFULL & DENSE4AGAmelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry2.0" Cal.B&BFULL & DENSE8BDBetula nigra 'BNMTF'Dura Heat® River Birch2"-2.5" Cal.B&BFULL & DENSE19CPCornus florida `Cherokee Princess`Cherokee Princess Dogwood2"-2.5" Cal.B&BFULL & DENSE17MPMalus x domestica 'Liberty'Liberty Apple2"-2.5" Cal.B&BFULL & DENSE2PAPicea abiesNorway Spruce7`/8` HT.B&BFULL & DENSE23TSThuja occidentalis 'Smaragd'Emerald Green Arborvitae5` HT.B&BFULL & DENSE24TCTsuga canadensisCanadian Hemlock7`/8` HT.B&BFULL & DENSE29SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYCAClethra alnifoliaSummersweet Clethra---#315CA2Cornus amomumSilky Dogwood---#59IWIlex verticillataWinterberry---#39VHVaccinium corymbosumHighbush Blueberry---#314GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYSLSchizachyrium scopariumLittle Bluestem---#116PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYEPEchinacea purpureaConeflower---#117RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#121OVERALL SITE PLANT SCHEDULETREESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYAAAcer rubrum 'Armstrong'Armstrong Red Maple2"-2.5" Cal.B&BFULL & DENSE10AOAcer rubrum 'October Glory'October Glory Red Maple2"-2.5" Cal.B&BFULL & DENSE7AMAmelanchier canadensisShadblow Serviceberry Multitrunk2"-2.5" Cal.B&BFULL & DENSE4AGAmelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry2.0" Cal.B&BFULL & DENSE8BDBetula nigra 'BNMTF'Dura Heat® River Birch2"-2.5" Cal.B&BFULL & DENSE19CPCornus florida `Cherokee Princess`Cherokee Princess Dogwood2"-2.5" Cal.B&BFULL & DENSE17MPMalus x domestica 'Liberty'Liberty Apple2"-2.5" Cal.B&BFULL & DENSE2PAPicea abiesNorway Spruce7`/8` HT.B&BFULL & DENSE23TSThuja occidentalis 'Smaragd'Emerald Green Arborvitae5` HT.B&BFULL & DENSE24TCTsuga canadensisCanadian Hemlock7`/8` HT.B&BFULL & DENSE29SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYCAClethra alnifoliaSummersweet Clethra---#315CA2Cornus amomumSilky Dogwood---#59IWIlex verticillataWinterberry---#39VHVaccinium corymbosumHighbush Blueberry---#314GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYSLSchizachyrium scopariumLittle Bluestem---#116PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSQTYEPEchinacea purpureaConeflower---#117RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#121OVERALL SITE PLANT SCHEDULED1441404WE2MM7HM3RP3MM3RP1LB1RE2SG5HM1SG23HM4RP3PL21RP1SG29PL25RE6RS2MM2SG25PC10RS1SG23RS1RP2MM1SG25HM2RE2SG1LB3MM3RP3MM3RP4WE2MM7HMMM24WE2MM7HM3RP3MM3RP1LB1RE2SG5HM1SG23HM4RP3PL21RP1SG29PL25RE6RS2MM2SG25PC10RS1SG23RS1RP2MM1SG25HM2RE2SG1LB3MM3RP3MM3RP4WE2MM7HMMM2SHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSPCPieris japonica 'Cavatine'Cavatine Japanese Pieris---#3RPRhododendron x 'Purple Gem'Purple Gem Rhododendron---#3RERhododendron yakushimanum 'Ken Janeck'Ken Janeck Rhododendron---#3SGSpiraea japonica 'Galen'Double Play® Artisan® Spirea---#3SG2Spiraea japonica 'Goldflame'Goldflame Japanese Spirea---#3WEWeigela florida 'Elvera'Midnight Wine® Weigela---#3GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSMMMiscanthus sinensis 'Morning Light'Morning Light Eulalia Grass---#1PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSHMHemerocallis x 'Mary Todd'Mary Todd Daylily---#1LBLeucanthemum x superbum 'Becky'Becky Shasta Daisy---#1PL2Perovskia atriplicifolia 'Little Spire'Little Spire Russian Sage---#1RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#1TYPICAL UNIT PLANT SCHEDULESHRUBSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSPCPieris japonica 'Cavatine'Cavatine Japanese Pieris---#3RPRhododendron x 'Purple Gem'Purple Gem Rhododendron---#3RERhododendron yakushimanum 'Ken Janeck'Ken Janeck Rhododendron---#3SGSpiraea japonica 'Galen'Double Play® Artisan® Spirea---#3SG2Spiraea japonica 'Goldflame'Goldflame Japanese Spirea---#3WEWeigela florida 'Elvera'Midnight Wine® Weigela---#3GRASSESBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSMMMiscanthus sinensis 'Morning Light'Morning Light Eulalia Grass---#1PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSHMHemerocallis x 'Mary Todd'Mary Todd Daylily---#1LBLeucanthemum x superbum 'Becky'Becky Shasta Daisy---#1PL2Perovskia atriplicifolia 'Little Spire'Little Spire Russian Sage---#1RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#1TYPICAL UNIT PLANT SCHEDULE8PS13RS13EP8PS13RS13EPGRASSESBOTANICAL NAMECOMMON NAMESIZECONT.QTYPSPanicum virgatum 'Shenandoah'Shenandoah Switch Grass---#18PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.QTYEPEchinacea purpureaConeflower---#113RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#113TYPICAL ISLAND PLANT SCHEDULEGRASSESBOTANICAL NAMECOMMON NAMESIZECONT.QTYPSPanicum virgatum 'Shenandoah'Shenandoah Switch Grass---#18PERENNIALSBOTANICAL NAMECOMMON NAMESIZECONT.QTYEPEchinacea purpureaConeflower---#113RSRudbeckia fulgida 'Little Goldstar'Little Goldstar Coneflower---#113TYPICAL ISLAND PLANT SCHEDULESHEET NAMEDATELAPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SITE PLAN - LAYOUT & LANDSCAPINGSHEET NO.04 OF 12DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMLAYOUT NOTES1.SLR ACCEPTS NO RESPONSIBILITY FOR MAPS AND DATA THAT HAVE BEEN PREPARED AND SUPPLIED BY OTHERS.2.LAYOUT CRITERIA AND DIMENSIONS FOR BUILDINGS ARE NOT SHOWN ON THIS PLAN. ALL BUILDINGS SHALL BE LOCATED BY ACONNECTICUT LICENSED SURVEYOR AND COORDINATED WITH THE FOUNDATION PLANS SUPPLIED BY THE ARCHITECT OR THEIRCONSULTANT.3.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER.4.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDINGS REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS.5.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTING ROAD/SIDEWALK AND/OR CURBS THECONTRACTOR SHALL MATCH THE LINE AND GRADE OF THE EXISTING CONDITIONS.SOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREET1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS. WATER ASNECESSARY TO ESTABLISH TURF.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.4.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6.PLANT SPECIES MAY BE SUBSTITUTED BASED ON AVAILABILITY AT TIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONSARE SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT AND TOWN STAFF.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITIONBY THE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THEPLANT LIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND SHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT. MAINTENANCE SHALL INCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF GUYS, REPLACEMENT OFSICK OR DEAD PLANTS, RESETTING PLANTS TO PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS,AND ALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTS PROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING SEASON.11.PLACEMENT OF PLANTS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT IN THE FIELD BY THE OWNER.12.EXISTING TREES AS NOTED ON PLAN TO REMAIN AND PROTECT. LANDSCAPE ARCHITECT SHALL WALK SITE TO FIELD VERIFYEXISTING TREES TO REMAIN.PLANTING NOTESTYPICAL UNIT PLANTING PLANSCALE: 1" = 20'SWNE0'10'20'01/2"1"IWC RESUBMISSIONRYE08/30/2023LEGEND= 160 EXISTING TREES TO REMAIN - FIELD VERIFY EXACT NUMBER OF TREES TO REMAIN.PNZ SUBMISSIONRYE09/28/2023TOWN COMMENTSMEW11/21/2023TYPICAL ISLAND PLANTING PLANSCALE: 1" = 20'SWNE0'5'10'01/2"1" 136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136This 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 This Drawing Produced by the U.S. Access Board This Drawing Produced by the U.S. Access Board ABCEDEV EV EV EVTW=146.0BW=145.5TW=145.5BW=138.0TW=141.0BW=135.5100' UPLAND REVIEW AREAFF=137.50FF=136.80FF=135.80FF=134.50FF=133.90FF=133.90FF=134.90FF=135.80FF=136.80FF=137.80FF=134.50FF=133.50FF=138.50FF=139.50122124126128130132134132130128126136134132130134136126128130132134138138138138136134134133134133136136136138136135137138140142144146148150140140AD 31T.F.=133.8MH 32T.F.=139.6AD 33T.F.=139.0AD 34T.F.=139.0AD 35T.F.=137.6AD 36T.F.=136.9AD 28T.F.=138.5AD 29T.F.=137.8CLCB 25T.F.=137.9CLCB 26T.F.=137.9CCB 9T.F.=137.0MH 30T.F.=136.0SAN MH 1 PUMP STATIONT.F.=137.9AD 7T.F.=136.3AD 6T.F.=135.9CLCB 8T.F.=135.0CLCB 5T.F.=135.0CLCB 10T.F.=133.7AD 4T.F.=133.9DBL CCB 11T.F.=132.8DBL CLCB 12T.F.=132.2MH 2 (OCS 110)T.F.=133.8SAN MH 4T.F.=133.3CCB 13T.F.=134.3CLCB 14T.F.=134.5AD 16T.F.=133.7AD 15T.F.=134.3YD 17T.F.=135.0AD 19T.F.=134.8AD 18T.F.=135.9AD 37T.F.=135.5AD 24T.F.=136.3CLCB 23T.F.=136.0CONTECH CASCADE CS-5 (MH 3)T.F.=133.7MATCH EXISTINGLINE AND GRADEMATCH EXISTINGLINE AND GRADESHEET NAMEDATEGRPROJECT NO.DESIGNEDDWDSCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SITE PLAN - GRADINGSHEET NO.05 OF 12DESCRIPTIONBYDATEIWC RESUBMISSIONRYE08/30/20230'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE1.ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETTOWN COMMENTSMEW11/21/2023 136138140142144146148150152154156158160162164166168170170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136EV EV EV EV H YDWVWVWVWVHYDWVWVWVWVWVCOCOCOCOWVWVWVWVWVWVAD 34T.F.=139.0INV.=130.0(NE)INV.=130.0(W)CLCB 25T.F.=137.9INV.=131.8(N)INV.=131.8(SE)INV.=131.8(W)CLCB 26T.F.=137.9INV.=134.0(E)AD 29T.F.=137.8INV.=134.3(S)CCB 9T.F.=137.0INV.=134.2(N)AD 35T.F.=137.6INV.=131.0(N)INV.=131.0(SW)AD 36T.F.=136.9INV.=131.5(S)INV.=131.5(N)CLCB 23T.F.=136.0INV.=131.2(NW)INV.=131.2(E)INV.=131.2(S)AD 24T.F.=136.3INV.=131.4(W)INV.=131.4(N)CLCB 5T.F.=135.0INV.=126.0(N)INV.=126.0(E)INV.=126.6(SW)CLCB 8T.F.=135.0INV.=126.3(W)INV.=131.0(S)INV.=126.3(N)AD 18T.F.=135.9INV.=131.6(S)AD 19T.F.=134.8INV.=129.1(W)YD 17T.F.=135.0INV.=128.9(SW)CLCB 14T.F.=134.5INV.=128.6(W)INV.=128.6(N)INV.=128.6(NE)INV.=128.6(E)AD 15T.F.=134.3INV.=129.6(S)INV.=129.6(W)CCB 13T.F.=134.3INV.=128.4(W)INV.=128.4(E)CLCB 10T.F.=133.7INV.=127.5(S)INV.=127.5(NE)INV.=128.7(SE)CONTECH CASCADE CS-5 (MH 3)T.F.=133.7INV.=125.4(N)INV.=125.4(S)AD 7T.F.=136.3INV.=130.2(N)AD 6T.F.=135.9INV.=127.4(NE)INV.=130.0(S)INV.=127.4(N)AD 4T.F.=133.9INV.=130.2(S)AD 16T.F.=133.7INV.=130.1(E)MH 2 (OCS 110)T.F.=133.8INV.=123.5(N)INV.=125.1(S)DBL CLCB 12T.F.=132.2INV.=128.8(SE)DBL CCB 11T.F.=132.8INV.=128.0(SW)INV.=128.0(NW)INV.=128.0(E)60'- 18" HDPES=3.33%4'- 24" HDPES=2.50%118'- 12" HDPES=2.37%83'- 24" HDPES=1.45%45'- 18" HDPES=1.11%30'- 12" HDPES=2.67%29'- 24" HDPES=2.07%17'- 24" HDPES=1.76%44'- 12" HDPES=1.82%25'- 12" HDPES=0.80%103'- 15" HDPES=3.11%58'- 15" HDPES=0.69%35'- 15" HDPES=0.57%34'- 12" HDPES=2.94%66'- 12" HDPES=0.76%43'- 15" HDPES=0.70%95'- 12" HDPES=0.53%24'- 12" HDPES=0.83%109'- 15" HDPES=2.29%36'- 12" HDPES=0.56%114'- 15 inch HDPE PipeS=0.53%31'- 12" HDPES=0.65%58'- 12" HDPES=0.86%70'- 15" HDPES=1.43%24'- 15" HDPES=9.17%AD 28T.F.=138.5INV.=132.0(NW)INV.=132.0(SW)INV.=132.0(N)39'- 12" HDPES=5.90%UNDERGROUND DETENTION SYSTEM 110ARROW CONCRETE RETAIN-IT 5-FT MODULESOR APPROVED EQUAL60 TOTAL MODULESTOP OF SLAB ELEV.=130.77INSIDE TOP OF CHAMBER ELEV.=130.1BOTTOM OF CHAMBER ELEV.=125.1SAN MH 1 PUMP STATIONWITH 2 GRINDER PUMPS AND SUMPBACKED UP BY GENERATORT.F.=137.9INV.=132.0(S)INV.=127.5(N)88'-8" SDR-35 PVCS=3.64%UPLAND REVIEW ACTIVITY±19,500 S.F.BUILDINGS, ASSOCIATEDCLEARING/GRADING, SIDEWALKS AND LEVELSPREADERMH 32T.G.=139.6INV.=127.9(E)INV.=127.9(W)190'- 15" HDPES=1.11%AD 33T.G.=139.0INV.=133.0(NE)127'- 15" HDPES=0.71%AD 31T.G.=133.8INV.=127.0(E)INV.=127.0(N)MH 30CONNECT TO EXISTING 15" CMPT.F.=136.0EX.INV.=±126.7(W)INV.=126.8(S)38'- 15" HDPES=0.53%CONNECT TO EXISTING WATER MAINCOORDINATE WITH CONNECTICUTWATER COMPANYCONNECT TO EXISTING GAS MAINCOORDINATE WITH EVERSOURCEREPLACE EXISTING CATCH BASIN TOPWITH CURBLESS CATCH BASIN TOP10" HDPE ROOFCOLLECTOR PIPE(TYP.)UTILITY SERVICES TO BUILDING (TYP.)A) 8" PVC SDR-35 SEWER LATERALS=1.0% MIN.B) 2" COPPER TYPE-K DOMESTICWATER SERVICEC) 4" DIP FIRE SERVICED) GAS SERVICE (SIZE TBD)ABCDEHYDRANT ASSEMBLY (TYP. OF 2) FINALLOCATION TO BE DETERMINED BY FIREMARSHALGAS MAINFINAL CONFIGURATION TO BEDETERMINED BY UTILITY COMPANY8" DIP CL-52 WATER MAINCLEANOUT (TYP.)LEVEL SPREADER 110 - SEE DETAILTOP OF GALLERIES=124.0OVERFLOW OPENING ELEV.=123.0KNOCKOUT WEIR ELEV.=121.0INVERT IN ELEV.=121.5BOTTOM OF GALLERIES=120.0100'UPLANDREVIEWAREAFF=137.50FF=136.80FF=135.80FF=134.50FF=133.90FF=133.90FF=134.90FF=135.80FF=136.80FF=137.80FF=134.50FF=133.50FF=138.50FF=139.501241261281301321341321301281261361341321301341361261281301321341381381381381361341341331341331361361361381361351371381401421441461481501401402" SCH-80 FORCE MAINCONNECT TO EXISTING MANHOLEINV.=131.5121'- 8" SDR-35 PVCS=4.13%121'- 8" SDR-35 PVCS=1.74%AD 37T.F.=135.5INV.=132.3(S)106'- 12" HDPES=0.75%67'- 12" HDPES=1.49%12210-8" SAN S=1% MIN.6'X10'GENERATORPADSAN MH 4T.F.=133.3INV.=128.9(S)10' MIN.10' MIN.SHEET NAMEDATEPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTD13571.000691"=40'SHEET NO.06 OF 12DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMUTILITY NOTES:1.LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2.MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3.INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4.INSTALL CLEANOUT 5' FROM FACE OF BUILDING5.COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.UTSANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATER SYSTEMS ON THEPROPERTY.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATER MAINTENANCEPROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR IMPLEMENTATION OF THISPROGRAM. A LOG OF ALL INSPECTIONS, CLEANING AND REPAIRS SHALL BE MAINTAINED BY THE PROPERTY OWNERAND BE AVAILABLE FOR REVIEW.A.CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 4-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OF COLLECTINGCOARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PER YEAR, TYPICALLY WHEN THESITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THE FALL AFTER ALL THE LEAVES HAVEFALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL 15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPE INVERT OR NOTLESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLY THE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B.PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR IN THE SPRINGAFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15. SALT ALTERNATIVES SHALL BE USED DURINGWINTER MONTHS FOR DEICING.C. UNDERGROUND DETENTION SYSTEMSUNDERGROUND DETENTION SYSTEMS SHALL BE INSPECTED QUARTERLY AND SEDIMENT SHALL BE REMOVEDAS NEEDED TO ENSURE PROPER FUNCTIONING OF STRUCTURES. AREAS OF DISTURBANCE THAT MAY BE AS ARESULT OF CLEANING SHALL BE SEEDED AND PLANTED IN ACCORDANCE WITH THE ORIGINAL PLANTING PLAN.THESE STRUCTURES WILL BE MAINTAINED YEARLY, OR MORE FREQUENTLY AS REQUIRED. WASTE MATERIALWILL BE PROPERLY DISPOSED OF OFF-SITE.FOR ADDITIONAL INFORMATION FOR MAINTENANCE AND INSPECTION OF THE RETAIN IT STORMWATER MANAGEMENT UNDERGROUND DETENTION SYSTEM, PLEASE USE LINK PROVIDED BELOW.http://retain-it.com/library/retain-it-sms-owners-maintenance-guide.pdfA MAINTENANCE LOG SHOULD BE KEPT WITH THE AMOUNT OF SEDIMENT REMOVED, THE DATE IT WAS REMOVED, AND A BRIEF DESCRIPTION OF THE CONDITION OF THE STRUCTURE.D. PROPRIETARY HYDRODYNAMIC SEPARATORBEFORE BEING DISCHARGED TO THE UNDERGROUND GALLERIES, STORMWATER RUNOFF FROM THE ROADWAYAND BUILDING WILL BE DIRECTED TO A HYDRODYNAMIC SEPARATOR. THIS STRUCTURE WILL REMOVESUSPENDED SOLIDS, DEBRIS AND FLOATABLES CONSTITUENTS FROM STORMWATER. OIL, SCUM, ANDSEDIMENT WILL EVENTUALLY ACCUMULATE AND CAN BE REMOVED THROUGH A MANHOLE LOCATED AT THETOP OF THESEPARATOR. THIS STRUCTURE WILL BE MAINTAINED BI-ANNUALLY, OR MORE FREQUENTLY AS REQUIRED.THE UNIT SHOULD BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'SSPECIFICATIONS. WASTE MATERIAL WILL BE PROPERLY DISPOSED OF OFF THE SITE.E. LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOIL EROSION. USE IFFERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENT APPLICATION PROCESSES.F. ROOF GUTTERSREMOVE ACCUMULATED DEBRIS AND INSPECT FOR CLOGGING AND/OR DAMAGE AT LEAST ONCE A YEAR,TYPICALLY IN THE FALL AFTER THE LEAVES HAVE FALLEN. ANY DAMAGE SHOULD BE REPAIRED AS REQUIRED.SITE PLAN - UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETJUNE 28, 2023IWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023TOWN COMMENTSJLS11/21/2023 ABCEDEV EV EV EV 136138140142144146148150152154156158160162164166168170172174170168166164162160158156154152150148146144142140138136134132130128126124122120116116118120122124124124126128130132134136138136138124126128130132134136138140132134136STKDOUBLE ROW OF SILTFENCE SPACED 12"-15"APART WITH WOOD CHIPSPLACED BETWEENSWCEIPECBDBTST 1SEE THIS SHEET FORSIZING INFORMATION100'UPLANDREVIEWAREA134136138138136137138140142144146148150140124126128130132134132130128126136134132130134136126128130132134138138138138136134134133134133136136136138136135137138140142144146148150140140DBMAINTAIN EXISTINGSWALE ALONGPROPERTYSWIMMEDIATELY AFTER MASSEARTHWORK IS COMPLETED ANDPRIOR TO FOUNDATION WORK.AREA TO BE SPRAYED WITHECOAEGIS BONDED FIBER MATRIXOR EQUAL TO COVER THEEXPOSED SOIL (TYP.)FLFLFLFLFLFLSPILLWAYTST 2SPILLWAYFLFLFLFLSHEET NAMEDATESE-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.000691"=40'SEDIMENT & EROSION CONTROL PLANSHEET NO.07 OF 12DESCRIPTIONBYDATE0'20'40'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSOIL EROSION AND SEDIMENT CONTROL NARRATIVESEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHINTHE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTILPERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROLMEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL,CONNECTICUT - 2002, TOWN OF SOUTH WINDSOR STANDARDS, AND IN ALL CASES BEST MANAGEMENTPRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECTA.) CONSTRUCTION OF A MULTI-FAMILY DEVELOPMENT.B.)DISTURBED AREA: ±4.2 AC.2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNSA.) CUTS AND FILLS ASSOCIATED WITH CONSTRUCTION.B.)PROTECTION OF ONSITE WETLANDS.3.IDENTIFICATION OF OTHER POSSIBLE PERMITSTHE PERMITS REQUIRED FOR THE PROJECT ARE LOCAL INLAND WETLANDS, AND PLANNING AND ZONINGPERMITS.4.RESPONSIBLE PARTYEDDY MAJEWSKIMETRO CONSTRUCTION CORP.CECONSTRUCTION ENTRANCEIPINLET PROTECTIONGSFSEDIMENT FILTER FENCE(TYP. OF ALL INLETS)SWSTRAW WATTLESEROSION CONTROL LEGEND SEDIMENT FILTER FENCE AREA SURROUNDED WITH TEMPORARY SOIL STOCKPILESTK1.SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OFSUCH INSPECTIONS SHALL BE MAINTAINED AT THE SITE.2.THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATEDBY CHANGING SITE CONDITIONS3.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCHTHAT NONE OF THE ABOVE ENTER WATERS OR WETLANDS.6.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALLBE MAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7.ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION ANDSEDIMENT REMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESDBTEMPORARY DIVERSION BERM/SWALEWITH STONE CHECK DAMS 75' O.C.TSTTEMPORARY SEDIMENT TRAPECBEROSION CONTROL BLANKETIWC RESUBMISSIONRYE08/30/2023DSFDOUBLE ROW OF SILT FENCE SPACED 12"-15" APART WITHWOOD CHIPS PLACED BETWEENTST 1±2.1 ±282 CY 6 FT 75'L x 50'W x 6'D 833 CYTST 2±1.2 ±160 CY 6 FT 90'L x 25'W x 6'D 480 CY *134 CY STORAGE VOLUME REQUIRED PER ACRE CONTRIBUTING AREA TO TSTTEMPORARY SEDIMENT TRAP SIZING SUMMARYACRESVOLUME STORAGEREQUIREDDEPTH STORAGETRAP DIMENSIONSVOLUMEPROVIDEDFLFLFLOC LOGAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624TOWN COMMENTSLCD11/21/2023 SHEET NAMEDATESE-2PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSEDIMENT & EROSION CONTROL DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.08 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMFENCE POST (TYPICAL)AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOILFLOW100°36"±12" MIN.GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAYBE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOTTO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING WATER,ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTHMATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENTAND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OFADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO PREVENT, INSOFAR ASPOSSIBLE, EROSION ON THE SITE.GENERAL:1.THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a.THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).b.THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c.THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO FOUR VERTICAL (1:4).d.PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILLSLOPES.e.EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TOENDANGER ADJOINING PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROMEROSION, SLIDING, SETTLING, OR CRACKING.f.NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OFANOTHER OWNER OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATERBODIES.g.PRIOR TO ANY REGRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD ANDOTHER SEDIMENTS FROM LEAVING THE SITE.GENERAL:1.TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH,AND MAINTENANCE OF VEGETATION.2.UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BONDWITH TOPSOIL.3.REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.4.TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BERELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES LARGER THAN1.25" , LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. ITSHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, ANDQUACKGRASS.5.SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS 6. THE pHSHOULD BE 5.5 TO 7 IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.1.AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2.SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST FOUR INCHES (4"), OR TO THEDEPTH SHOWN ON THE LANDSCAPING PLANS.TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THATPRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERETHE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARYVEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BYSEPTEMBER 1.GENERAL:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF TWO (2) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4.APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PERACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH.APPLY ONLY WHEN GRASS IS DRY.5.UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHESUSING A DISK OR ANY SUITABLE EQUIPMENT.6.TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOURIF SITE IS SLOPING.SITE PREPARATION:1.SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEEVEGETATIVE COVER SELECTION & MULCHING2.APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.3.UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOILUSING SUITABLE EQUIPMENT.4.MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE)GENERAL:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECTARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROMSEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BEAPPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEENCOMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4.APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5.APPLY FERTILIZER ACCORDING TO SOIL TEST OR PER THE TECHNICAL SPECIFICATIONS.TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 5 LBS./1,000 SQ.FT. (LOLIUM PERENNE)* PERMANENT VEGETATIVE COVER: SEE SPECIFICATIONSTEMPORARY MULCHING:CLEAN DRY STRAW OR HAY FREE OF WEEDS WITH A MULCH TACKIFIER 70-90 LBS./1,000 SQ.FT.(TEMPORARY VEGETATIVE AREAS)WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1.SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TOSEEDING (EXCEPT WHEN HYDROSEEDING).2.SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. ABOVE).3.APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, ORHYDRAULIC APPLICATION.4.COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLEEQUIPMENT (EXCEPT WHEN HYDROSEEDING).5.MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHINGSPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION ABOVE).6.USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATESWHEN HYDROSEEDING.7.USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREASWHERE IT IS IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1.TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2.ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOILTESTS.3.ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000SQ. FT.).GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVENTHROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST ANDBURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSIONAND REDUCE SEDIMENTATION.CONSTRUCTION:1.BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2.EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR INCHES.3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARSDRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BEANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.4.GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCEAND BURIED A MINIMUM OF SIX INCHES (6") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTERFABRIC SHALL OVERLAP A MINIMUM OF TWO FEET (2').INSTALLATION AND MAINTENANCE:1.BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.2.BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATIONINDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURINGCONSTRUCTION.3.ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.4.INSPECTION SHALL BE FREQUENT (PER TABLE BELOW) AND REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED.5.EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TOBLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.EXECUTIONTOPSOILLAND GRADINGSEDIMENT & EROSION CONTROL SPECIFICATIONSVEGETATIVE COVER SELECTION AND MULCHINGTEMPORARY VEGETATIVE COVEREROSION CHECKSOPTIONAL METALHANGING FRAME FORTRAFFIC CONDITIONS1" REBAR FOR BARREMOVAL FROM INLETSILTSACKDUMP STRAP2 EACH DUMP STRAPSEXPANSION RESTRAINT(1/4" NYLON ROPE, 2"FLAT WASHERS)BAG DETAILEdge RoadwayNOTE: CONSTRUCTION ENTRANCE PAD SHALL BEINSTALLED AND MAINTAINED DURING OPERATIONSWHICH PROMOTE VEHICULAR TRACKING OF MUDFILTER FABRIC ON COMPACTEDSUBGRADENO. 3 (2") BROKEN ORCRUSHED STONE 6" MIN.THICKNESS50' MIN ORAS SHOWN ON PLANAS REQUIREDEROSION CONTROL MAINTENANCE INTERVALSEROSION CONTROLMEASURECONTROL OBJECTIVEINSPECTION/MAINTENANCEFAILURE INDICATORSREMOVALSILT FENCE (SF)(RELATED: IP, STK)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS DEPTH IS EQUAL TO ½ THE TRENCHHEIGHT. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERING OPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESILT FENCE MAY BE REMOVED AFTER UPHILL ANDSENSITIVE AREAS HAVE BEEN PERMANENTLY STABILIZED.STRAW WATTLES (SW)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE THE DEPTH OF SEDIMENT IS EQUAL TO ½THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERINGOPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESTRAW WATTLES MAY BE REMOVED AFTER UPHILL AREASHAVE BEEN PERMANENTLY STABILIZED.CONSTRUCTION ENTRANCE(CE) / ANTI-TRACKING APRON- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO PAVEDSURFACES.INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC ADDITION OF STONE,OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTIONENTRANCE SHALL BE IMMEDIATELY REMOVED.- SEDIMENT IN ROADWAY ADJACENT TO SITECONSTRUCTION ENTRANCE MAY BE REMOVED ONCE THESITE HAS BEEN PERMANENTLY STABILIZED, AND ALL OTHERSECTIONS OF ROADWAY HAVE BEEN PERMANENTLY PAVED.CATCH BASIN INLETPROTECTION (IP)- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROMENTERING STORM DRAINAGE SYSTEM.INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE THAN 6" OF SEDIMENT,REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE AND HAY BALES PER NOTED ABOVE.- RIPPED BAG- FAILED HAY BALES / SILT FENCE- SIGNIFICANT SILT PRESENCE IN STORM DRAINAGE SYSTEM OUTFLOW.INLET PROTECTION MAY BE REMOVED ONCE THE SITE HASBEEN PERMANENTLY STABILIZED, AND ALL SECTIONS OFROADWAY HAVE BEEN PERMANENTLY PAVED.STOCKPILE PROTECTION(STK)- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED, AND REDUCE WATER-TRANSPORT.INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODICREINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE NECESSARY.- EVIDENCE OF STOCK PILE DIMINISHING DUE TO RAIN EVENTS- FAILURE OF SILT FENCESTOCKPILE PROTECTION MAY BE REMOVED ONCE THESTOCKPILE IS USED OR REMOVED.TEMPORARY SEDIMENT TRAP(TST)- DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW A MAJORITY OF THE SEDIMENT TO SETTLE OUT.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. STONE OUTLET SHOULD BE AT LEAST 1 FOOT BELOW CREST OF EMBANKMENT. SEDIMENTMUST BE REMOVED WHEN ACCUMULATION REACHES ½ OF THE REQUIRED WET STORAGE.- TURBID WATER- EXCESSIVE SEDIMENT ACCUMULATION- OVERTOPPING EVIDENCETST MAY BE REMOVED ONCE THE CONTRIBUTING DRAINAGEAREA IS PERMANENTLY STABILIZED.TEMPORARY DIVERSIONBERM/SWALE(TBS)- MINIMIZE VELOCITY AND CONCENTRATION OF SHEET FLOW ACROSSCONSTRUCTION SITE TO A SEDIMENT TRAPPING FACILITY.- DIVERT WATER ORIGINATING FROM UNDISTURBED AREA AWAYFROM CONSTRUCTION.WHEN LOCATED WITHIN CLOSE PROXIMITY TO ONGOING CONSTRUCTION ACTIVITIES, INSPECT AT THE END OFEACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. OTHERWISE INSPECT AT LEAST ONCE A WEEK ANDWITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5 INCHES OR MORE. REPAIR THETEMPORARY MEASURE AND ANY OTHER ASSOCIATED MEASURES WITHIN 24 HOURS.- PHYSICAL DAMAGE- EXCESSIVE SCOURING/EROSION- REPETITIVE FAILURETEMPORARY DIVERSIONS MAY BE REMOVED ONCECONSTRUCTION HAS CEASED AND THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.21 MAXINSTALL PERIMETER CONTROL(GEOTEXTILE SILT FENCE ORAPPROVED EQUAL)20' MAX.10'TEMPORARY SLOPESTABILIZATION ASNECESSARYNOTES:1.INSTALL A GEOTEXTILE SILT FENCE AND/OR HAY BALE BARRIER AROUND THESTOCKPILE AREA APPROXIMATELY 10 FEET FROM THE PROPOSED TOE OF SLOPE.2.SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 2:1. STOCKPILES THAT REMAININACTIVE FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHEDIMMEDIATELY AFTER FORMATION3.DISTANCE FROM WETLANDS, WATERCOURSES, DRAINAGE WAYS AND STEEPSLOPES SHALL BE MAXIMIZED. RUNOFF SHALL BE DIVERTED AWAY FROMSTOCKPILE AREATEMPORARY INLET PROTECTIONNOT TO SCALETEMPORARY SOIL STOCKPILENOT TO SCALECONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT FILTER FENCENOT TO SCALEDIVERSION BERMBAFFLE TO INCREASE FLOW BATH(SEE SEDIMENT AND EROSIONCONTROL PLAN FOR LOCATION)2:1 SIDE SLOPECONNDOT #3 STONECOMPACTED EARTHEMBANKMENT(5' MAX. HEIGHT)APRON WITH MODIFIEDROCK RIPRAP(5' MIN. LENGTH)TEMPORARY SEDIMENT TRAP(ISOMETRIC VIEW)NOT TO SCALEINSTALL FLOC LOGS AT OUTLETASTONE CHECK DAM UPSTREAMSPACING BETWEEN CHECK DAMSL' = DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATIOINNOTES:1.KEY STONE INTO THE DITCH BANKS AND EXTEND INTO THE ABUTMENTS A MINIMUM OF 18" TO PREVENTFLOW FROM FLANKING THE CHECK DAM.2.THE MINIMUM DESIGN CAPACITY SHALL CONVEY A 2 YEAR-24 HOUR PEAK FLOW.3.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONSSHOWN ON THE PLAN.4.SET SPACING OF CHECK DAMS TOP ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAMDAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.5.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITHSTONE OR LINER AS APPROPRIATE.SECTION A-APOINT APOINT BFLOW LINEVARIESFLOW36" MAX.FLOW LINE1 OR FLATTER1CONNDOT NO. 3STONE (CRUSHED)GEOTEXTILE IF NECESSARY18" (SEE NOTE 1)36" MAX.6" MIN.A18" (SEE NOTE 1)FLOC LOGAPS 700 SERIESSEE PLAN FOR PLACEMENTFLOC LOGAPS 700 SERIESSEE PLAN FORPLACEMENT2112BERM1TEMPORARY MULCHBERM SURFACEEXISTING GRADE6'2'3' MIN.24' MIN.TEMPORARY DIVERSIONBERM/SWALE (DB)NOT TO SCALESTONE CHECK DAMNOT TO SCALE5.1.3.2.4.APPLICATION OF EROSION CONTROLBLANKET ON SLOPES (ECB)NOTES:1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OFLIME, FERTILIZER, AND SEED. NOTE: WHEN USING SCC225, DO NOT SEEDPREPARED AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING.3.ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATERFLOW.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITHAPPROXIMATELY 2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETSEND OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP.STAPLE THROUGH OVERLAP AREA, APPROXIMATELY 12" APART.REFER TO GENERAL STAPLE PATTERN GUIDE IN NORTH AMERICAN GREENCATALOG FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPEINSTALLATIONS.NOT TO SCALESTRAW WATTLES (SW)NOT TO SCALESTRAW WATTLESOR APPROVEDEQUALAREA TO BE PROTECTEDWORK AREAWORK AREAWATER FLOWSTRAW WATTLESOR APPROVEDEQUALAREA TO BE PROTECTEDPLAN VIEWSECTION VIEWSTAKEWATER FLOW9" MIN.AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOIL100°36"±12" MIN.FENCE POST (TYPICAL)WOOD CHIPS2ND ROW OFSILT FENCE12"-15"±12" MIN.DOUBLE ROWOF SEDIMENT FILTER FENCENOT TO SCALEIWC RESUBMISSIONRYE08/30/2023WET POOL ELEV.SECTION A-A21.5112121FLOWWET POOLELEV.ELEVATION MARKFOR CLEAN OUTCONNDOT #3 STONEWEIR CRESTNON-WOVEN GEOTEXTILE FABRIC120LB MIN. TENSILE STRENGTH,135 GAL./MIN. FLOW RATEMODIFIED ROCK RIPRAPNON-WOVEN GEOTEXTILE FABRIC120LB MIN. TENSILE STRENGTH,135 GAL/MIN FLOW RATE12" MIN.WEIR LENGTH12" MIN.5' MAXDEPTH12" MIN.12" MIN.5' MAX1' MIN.2' MIN. - 4' 6" MAX.DRY STORAGE3' MAX.AATEMPORARY SEDIMENT TRAP (TST)NOT TO SCALEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 SHEET NAMEDATESD-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.09 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMBITUMINOUS CONCRETE WALKSNOT TO SCALECOMPACTED SUBGRADE4"2"6"PROCESSED STONE(CTDOT Form 818/Sec M.05.01)CLASS 2 BITUMINOUSCONCRETE SURFACE COURSE6"SEE PLAN FOR WIDTHACCESSIBLEVAN6' ABOVE GRADESILVER COPYON BLUEBACKGROUND(CTDOT31-0629)ALUMINUM 0.080" THICKVAN ACCESSIBLE SIGNCTDOT (31-0648) SEEPLAN FORAPPROPRIATEAPPLICATIONRESERVED LOGO SHALLCOMPLY WITH SECTION(AMD) 703.6.3.1INTERNATIONAL SYMBOL OFACCESSIBILITY FROM THE2016 CT STATE BUILDINGCODE EFFECTIVE OCTOBER1, 2016. RESERVED PARKING SIGNNOT TO SCALE15'2'5'16'8'2'10'8'WHEEL STOP-TYP. ALL RESERVEDPARKING STALLSVANACCESSIBLENOT-VANACCESSIBLE18'4" WHITELINE ORAS PERLOCALREGULATIONSLINE NOTREQUIRED IFSPACE ISADJACENT TOCURB18'SEE LAYOUT PLAN FORSTRIPING LOCATIONLINE NOT REQUIREDIF SPACE ISADJACENT TO CURBRESERVED PARKING SIGN,SEE LAYOUT PLAN FORLOCATION4" WHITE LINEOR AS PER LOCALREGULATIONS39"RESERVEDPARKING SPACEMARKING34"7" RESERVED PARKINGNOT TO SCALECTDOT CLASS 2 BITUMINOUSCONCRETE WEARING COURSE112"112"6"10"CTDOT CLASS 1 BITUMINOUSCONCRETE BINDER COURSEPROCESSED STONE(CTDOT Form 818/Sec M.05.01)GRAVEL BASE(CTDOT Form 818/Sec M.02.06Grading A)COMPACTED SUBGRADE BITUMINOUS CONCRETENOT TO SCALEBITUMINOUS CONCRETESURFACE OF PAVEMENT 3"TWO COURSE BITUMINOUSCONCRETE PAVEMENTBITUMINOUS CONCRETE CURB9"3"6"48°21°1"2" RNOT TO SCALE0.45" MIN. TO0.9" MAX.DOME SPACINGDOME SECTIONNOTES:THE DETECTABLE WARNING STRIP SHALL BE A PREFABRICATEDDETECTABLE WARNING SURFACE TILE THAT IS CAST IN PLACE ANDREPLACEABLE SUCH AS MANUFACTURED FROM ALERTTILE DETECTABLEWARNING SYSTEMS, ADA SOLUTIONS, OR APPROVED EQUAL. THE TILESHALL HAVE A BRICK RED HOMOGENEOUS COLOR IN COMPLIANCE WITHFEDERAL STANDARD 595A COLOR #2144 OR APPROVED EQUAL0.9" MIN. TO1.4" MAX.MIN.0.65"1.6" MIN. TO2.4" MAX.0.2"24"48" DETECTABLE WARNING STRIPNOT TO SCALE5"6"6"6"COMPACTED GRAVELCOMPACTED AGGREGATE4"BITUMINOUS PAVEMENT (SEEBITUMINOUS CONCRETE DETAIL)4000 PSI CONCRETEUNIT PAVERS OR6" OF TOPSOILAPPROVED BACKFILLMATERIAL TAMPED TOTOPSOIL LIMITCONCRETE CURBNOT TO SCALENOTES:1.CONCRETE IS TO BE AIR ENTRAINED 3%-6%2.CONCRETE CURB MAY BE PRECAST UNITS. SUBMIT SHOP DRAWINGS.ROOTBALLNOTE:1.SUPPORT STAKES SHALL BE REMOVED BY THE CONTRACTOR ONEYEAR AFTER INSTALLATION.TREE PLANTINGNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DONOT OVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITBEND BACK WIRE BASKETREMOVE TOP PORTION OF BURLAPONLYCOMPACTED SUBGRADECLEANBACKFILLSLOPED SIDES34" MIN.8'EDGE OF MULCH ASPER PLANS ORDRIPLINE OF TREE4" DEPTH OF MULCHROOTFLAREFINISHED GRADE5' TILLED TOPSOIL (TYPICAL)2" HIGH EARTHEN SAUCERSUPPORT POSTDRIVE POST AT ANGLE AND DRAWVERTICAL1/4 WIDTH OF ROOTBALLPLANSECTIONNOTES:1.UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSNOTE:EXPANSION JOINTS 20' O.C.MAXIMUM SCORE JOINTS 5' O.C.TYPICAL (SEE JOINT DETAILS)CLASS F CONCRETE, 4000 PSI AND5%-7% AIR ENTRAINMENT WITH4x4 WWF 6x6-W1.4xW1.4PROCESSED AGGREGATE BASECOMPACTED SUBGRADE8"8"2 1/2"XXXXXCONCRETE DUMPSTER PADNOT TO SCALESTOP SIGNNOT TO SCALEWHITERED30"30"TRAFFIC SIGN POSTNOT TO SCALENOTES:1.FOR POST MOUNTING, USE NON-CORROSIVE 3/8" MACHINE BOLTS WITH WASHERS,2 PER SIGN.2.FOR WALL MOUNTING, USE NON-CORROSIVE 3/8" LAG BOLTS WITH LEADEXPANSION SHIELD, 4 PER SIGN.3.BOTTOM OF FOOTING TO BE 12" BELOW FROST LINE, EXISTING UNDISTURBEDGRADE OR FINISHED GRADE, WHICHEVER IS GREATER.2" GALVANIZEDSQUARE STEEL PIPE(PAINTED BLACK)STEEL TROWEL FINISHFINISH GRADE ORFINISH PAVING3000 PSI CONCRETE BASE8'4'3' MIN.0.94'6'ABOVE GROUNDCAP UNIT ADHERE TOTOP UNIT WITHCONCRETE ADHESIVEIMPERVIOUS FILL(12" DEEP)GEOSYNTHETIC REINFORCEMENTFINAL DESIGN TO DETERMINELENGTH, TYPE, AND SPACINGRETAINED BACKFILLAPPROX.EXCAVATION LINEREINFORCED BACKFILLCOMPACTED 95% OF MAXIMUMSTANDARD PROCTOR DENSITY4" DIA (MIN.) DRAIN PIPEOUTLET THROUGH WALL@ LOCATION SHOWNSLOPE TO DRAIN (18" /FT.)IMPERVIOUS FILLGRANULAR LEVELING PAD(6" THICK MIN.)MODULARCONCRETE UNIT(TYP.)DRAINAGE AGGREGATE(12" THICK MIN.)TYPICAL SECTION - REINFORCED RETAINING WALLNOT TO SCALEFENCE - PER BUILDING CODEFINISH GRADEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023NOTES:1.COLOR TO BE BRIGHT WHITE.2.ALL PARTS SHALL BE HIGH IMPACT, ULTRA VIOLETRESISTANT, RIDGED PVC. SEE SPECIFICATION.3.INSTALLER TO PROTECT ALL VISIBLE FENCE COMPONENTSFROM DAMAGE DURING INSTALLATION.2000 PSI CONCRETE ATALL POSTSINSTALL LOCK RINGSIN END OF RAILS TOSECURE INTO POSTPVC FENCE POST PRE-ROUTEDTO RECEIVE RAILS ATDIMENSIONS INDICATEDPVC FENCE POST WITHCORNER RADIUS (FILL ENDPOSTS WITH CONCRETE)PVC FENCE RAIL WITHCORNER RADIUS5'PVC POST CAP TO BEATTACHED IN A CONCEALEDMANNER. STYLE TO BESELECTED BY OWNER8' MAX.4"18"3'6'3'1'4"4'1 3/4"112"134"5"7' 7"PLANELEVATIONFINISHED GRADEUNDISTURBED OR COMPACTED EARTHTOWN COMMENTSLCD11/21/2023VINYL 2 RAIL FENCENOT TO SCALE SHEET NAMEDATESD-2PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.10 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMAABB5' 4"4' 4"TYPE "C-L" CATCH BASINNOT TO SCALESECTION B-BSECTION A-ABRICK, CLASS "A" CONCRETE ORMASONRY CONCRETE UNITS.WHERE BRICK OR MASONRYCONCRETE UNITS ARE USED,CORBELLING WILL BE PERMITTED.MAXIMUM CORBELL TO BE 3". NOPROJECTION SHALL EXTENDINSIDE OF LIMITS NOTED BY *.CLASS "A" ALTERNATECONCRETE POURED INPLACE OR PRECASTCONCRETE UNITNORMAL FINISHED GRADE8"8"4' 4"36"CLASS "A" CONCRETE ORPRECAST UNITIN SANDYSOILS APPLYDAMPPROOFING ON4 WALLS12"12"5"20 3/8"10 13/16"10 13/16"5"3" MIN.20 3/8"*7 13/16"7 13/16"NOTES:1.WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE ATLEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN.8"8"48"5' 4"PLAN12"12"2' 8 3/4"7 5/8"7 5/8"24" MIN.6"VARIES24"8"1/2" MIN.4 13/16"8 5/16"37 3/4"8 5/16"4 13/16"CLASS "A" CONCRETEOR PRECAST UNITBRICK, CLASS "A" CONCRETE ORMASONRY CONCRETE UNITS.WHERE BRICK OR MASONRYCONCRETE UNITS ARE USED,CORBELLING WILL BE PERMITTED.MAXIMUM CORBELL TO BE 3". NOPROJECTION SHALL EXTENDINSIDE OF LIMITS NOTED BY *.ALTERNATECONSTRUCTION WITHFULL CURB BACK TO BEUSED AT ALL LOCATIONSADJACENT TO EXISTINGOR PROPOSED CURB.NOTES:1.WHEN CATCH BASIN IS SET IN CONCRETE PAVEMENT. THE 1/2" SLOPE ON THE TOP SURFACE SHALL BE CHANGED TO MATCH ADJOINING PAVEMENT.2.WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN.IN SANDYSOILS APPLYDAMP-PROOFING ON4 WALLS.TYPE "C" CATCH BASINNOT TO SCALEPAVEMENT CROSS SLOPECLASS "A" CONCRETEPOURED IN PLACE ORPRECAST CONCRETE UNITSECTION B-BSECTION A-A8"48"5' 4"24"MINIMUM.6"VARIES24"SEE DETAILS7 5/8"12"2' 8 3/4"3 5/8"2"7 1/2"18 7/8"PLAN8"36"4' 4"1 1/2"5' 4"4' 4"AABB7 13/16"12"24 1/8"*8"3 3/16"11 1/2"2 3/16"1/2"2"10 3/16"10"10 3/16"1"10"2"5"NOTES:1.BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERSSHALL BE 3/4" CRUSHED STONE.2.PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'STORM DRAINAGE TRENCHNOT TO SCALESEE SITE PLAN FORSURFACE TREATMENTEDGE OF TRENCHFINISHED GRADEFINAL BACKFILL LAYER:SUITABLE EXCAVATEDMATERIAL MAY BE USEDINITIAL BACKFILL LAYER:INSTALL AND COMPACT6" MIN. ABOVE CROWNOF PIPEHAUNCHING LAYER: 6"MAX. LIFTS, COMPACTEDBOTTOM OF TRENCHEXCAVATIONSPRING LINEBEDDING LAYER:4" MIN. IN EARTH6" MIN. IN ROCK CUTHDPE PIPETEMPORARY SUPPORTSYSTEM (AS REQUIRED)UTILITY DETECTORTAPEDIA.TRENCH WIDTHI.D. OF PIPE +2.0'6"PRECAST CONCRETE STORM DRAINAGE MANHOLENOT TO SCALEADJUST TO GRADE WITH MINIMUMOF 2 COURSES, MAXIMUM 7COURSES OF BRICK OR PRECASTRINGSPRECAST REINFORCED CONCRETEMANHOLE CONE SECTIONALL JOINTS SHALL HAVE RUBBERGASKETS IN ACCORDANCE WITHASTM SPEC. C-361BRICK AND NON-SHRINK MORTARCONNECTION, PARGE EXTERIOR ORAPPROVED FLEXIBLE CONNECTION2' STUB1" GROUTMANHOLE FRAME AND COVER(TYPE AS REQUIRED)STORM DRAIN PIPENOTES:1.5' OR 6' DIAMETER PRECAST BASES MAY BE REQUIRED DUE TO SIZE OR NUMBER OFPIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6'BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE BY 1" FOREACH 1'-0" OF INSIDE DIAMETER.6" MINIMUMSTONE FOUNDATION7"48" DIA.5"12"2 1/4"9"24"DIA.8"36" MIN.VARIES36" MIN. ECCENTRICMANHOLE CONECLASS "A" CONCRETE POURED INPLACE OR PRECAST CONCRETEUNITPERVIOUS BACKFILL ABOVE THISELEVATION,MAX.DEPTH 3'-0''BELOW THE TOP OF THESTRUCTURE NORMAL FINISHED GRADING,GRADING TO BE VARIESADJACENT TO CATCH BASINAS DIRECTEDCLASS "A" CONCRETEPOURED IN PLACE ORPRECAST CONCRETE UNIT2-#4 BARS, 7'-4" LONG EACH SIDEFOR ALTERNATESEE DETAIL "B"5/8" DIA. HOLES FOR 2-#4 BARS7'-4" LONG (TYPICAL)SECTION A-A2-#4 BARS, 3'-10" LONG EACHSIDESEE DETAIL "A"ELEVATION OF FLOW LINE ASSHOWN ON PLANS OR ASDIRECTED BY THE ENGINEERWHEN THIS DIMENSION EXCEEDS10',CATCH BASIN WILL BECLASSIFIED AS TYPE ''C-L'' CATCHBASIN DOUBLE GRATE TYPE IIOVER 10' DEEPSTEEL BEAM S4x9.5 3'-9" LONGMINIMUM DEPTH, UNLESSSPECIFICALLY ORDEREDOTHERWISE, UNDER TRAVEL WAY1'-7 1/2" UNDER UNTRAVELEDAREAS 0'-3"BAADRAINAGE OPENINGS IN 4 WALLSAT OR IMMEDIATELY ABOVE THEBOTTOM OF THE PERVIOUSBACKFILLTYPE ''C-L'' CATCH BASIN DOUBLE GRATE - TYPE IINOT TO SCALESECTION B-BPLAN1/2"10"7 13/16"24"VARIES.6"36"4' 4"24" MINIMUM8"1' 3 13/16"1' 8 3/8" **5"10 13/16"1' 8 3/8"24" MINIMUM.4"8"10"24"VARIES.6"6' 6 1/2"7' 10 1/2"5' 10 1/2" **1/2"7' 10 1/2"4' 4"12"1 3/16"8 5/16"3' 1 3/4"BNOTES:1.FOR DETAILS OF FRAME AND GRATE SEE CONNDOT STANDARD DRAWING 507-K.2.USE APPROPRIATE CONCRETE TOP FOR CURBING SHOWN ON PLANS. IF CURBING IS NOT SPECIFIED ON THE PLANS, IT SHALL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER.3.ALL FACES OF STRUCTURES IN CONTACT WITH CONCRETE PAVEMENT SHALL BE COVERED WITH A LAYER OF TAR PAPER OR APPROVED EQUAL. THE COST FOR THE PAPER SHALL BE INCLUDED IN THEBID PRICE FOR THE TYPE OF CATCH BASIN INSTALLED.4.USE 6'-0'' ON UPGRADE SIDE OF CONTINUOUS GRADE AND 1'-0'' ON DOWNGRADE SIDE OF CONTINUOUS GRADE OR AS DIRECTED.5.IF MASONRY UNITS ARE REQUIRED, THE BASIN SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE OVER ALL DIMENSIONS SHOWN HERE AND SECTION 5.07 OF THE STATE OF CONNECTICUT'SSTANDARD SPECIFICATIONS. CORBELLING SHALL BE PERMITTED TO A MAXIMUM OF 3". NO PROJECTION SHALL EXTEND INSIDE THE LIMITS NOTED BY **.6.WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12'' THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (12'' THICKNESS WILL START AFTER THE FIRST 10').7.TO CONVEY SUBSURFACE DRAINAGE, OPENINGS SHALL BE FORMED IN THE FOUR WALLS AT OR IMMEDIATELY ABOVE THE BOTTOM OF THE PERVIOUS BACKFILL.8.MINIMUM CONCRETE COMPRESSIVE STRENGTH OF F'c = 4000 PSI SHALL BE OBTAINED PRIOR TO SHIPPING.9.LATEST STATE OF CONNECTICUT'S STANDARD SPECIFICATIONS AND SUPPLEMENTALS SHALL GOVERN.DRAINAGE OPENINGS IN 4WALLS AT OR IMMEDIATELYABOVE THE BOTTOM OF THEPERVIOUS BACKFILL.IN SANDYSOILS APPLYDAMP-PROOFINGON 4 WALLSNOTES:1.FOR DETAILS OF STEEL FRAME & GRATE SEE STANDARD SHEET NO. 507-K TWO FRAMES & GRATES REQUIRED FOR EACH CATCH BASIN.2.WALLS OF ALL CATCH BASINS OVER 10 FT. DEEP TO BE INCREASED TO 12'' THICKNESS, INSIDE DIMENSIONS TO REMAIN THE SAME.3.ALL STEEL, EXCEPT REINFORCING BARS,SHALL BE GALVANIZED IN ACCORDANCE WITH M.06.03.4.ALL BARS SHALL HAVE 2'' COVER.TYPE "C" CATCH BASINDOUBLE GRATE - TYPE IINOT TO SCALESECTION A-ASECTION B-BELEVATION OF FLOW LINE ASSHOWN ON PLANS OR ASDIRECTED BY THE ENGINEERWHEN THIS DIMENSION EXCEEDS10", CATCH BASIN WILL BECLASSIFIED AS TYPE ''C-L'' CATCHBASIN DOUBLE GRATE TYPE IIOVER 10 FT. DEEP.PERVIOUS BACKFILL ABOVE THISELEVATION,MAX.DEPTH 36" BELOWTHE TOP OF THE STRUCTURECLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETEUNIT6' 6 1/2"7' 10 1/2"6"VARIABLE24"10"8"4"12"24" MINIMUM8"4"12"5' 10 1/2" **(2) #4 BARS, 3' 10" LONG EACHSIDESEE DETAIL "A"(2) #4 BARS, 7' 4"LONG EACH SIDE12"1 3/16"8 5/16"3' 1 3/4"3' 1 3/4"8 5/16"1 3/16"NORMAL FINISHED GRADING,GRADING TO BE VARIEDADJACENT TO CATCH BASIN ASDIRECTEDCLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETEUNIT.8"8"36"4' 4"CLASS ''A'' CONCRETE OR PRECASTUNITCLASS ''A'' CONCRETE POURED INPLACE OR PRECAST CONCRETE UNIT.PAVEMENT CROSS SLOPE2 3/16"2"10"1"5"8"24 1/8" *12"2 13/16"7 13/16"3 3/16"11 1/2"12"2"10 3/16"10"10 3/16"S4x9.52L 3 1/2"x 2 1/2"x 1/2"1/4"1/4"DETAIL "A"REMOVABLE CAP FLUSH WITHGRADEFINISHED GRADEWYECONNECTION6" PVCPIPE AS SPECIFIEDON PLANS2' MINIMUMCOVER OVER PIPEFLOWFLOWNOTE:CLEANOUT TO BE INSTALLED OVER ROOF LEADER WYE CONNECTIONS AND BENDSROOF LEADER CLEANOUTNOT TO SCALEAPPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 7'-0"1/2"TYP.6 1/2"TYP.5'-0"12"18"TYP.6'5'612"12" LIP8"6"6"5'-8"612"2"TAPER8"1'-2"4'-6"114" PERFORATIONS(TYP.)6"6'-11"5'-8"1'612"7'8"3'-6"612"WINDOWPERFORATED WALLTYPICAL 5' UNIT DIMENSIONS5'-8"OPENOPENWINDOWWINDOWOPENWINDOWPERFWALLOPENPERFWALLMULTI ROW CENTERMULTI ROW PERIMETERMULTI ROW CORNEROPENPERFWINDOWOPENOPENBOPENCPERFPERFOPENWINDOWOPENWINDOWOPENAMULTI ROW CENTERMULTI ROW PERIMETERMULTI ROW CORNER8'8'8'6"7'6"6"7'6"6"7'6"6"7'6"6"7'6"6"7'6"FINISH GRADEELEVATIONWRAP ENTIRE BASEAND SIDES WITHGEOTEXTILEFABRIC/MEMBRANE(SEE DETAIL)OUTLETCONTROL5TRUCTURE 5EE &ET#ILTYPICAL CAST IRON30" FRAME & COVERTO GRADE6" STONEBASEENTIRE 5;5TEM TO $E WR#PPE&WIT* )EOTE:TILE (#$RICMEM$R#NEATTENUATIONCHANNELT;PIC#LOUTLETMO&ULEPLAN VIEWPERFPERFOPENBOPENPERFPERFPERFCOPENPERFOPENPERFOPENPERFT;PIC#LM#N*OLE#CCE55OUTLET CONTROL5TRUCTUREPERFPERFPERFPERFPERF48'(6 UNITS)BBBCPERFTYPICAL DETENTION /RETENTIONSHEET NAMEDATESD-3PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.11 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMOR APPROVED EQUALCONTECH CASCADE CS-5NOT TO SCALEWQF = 2.31 CFSRETAIN IT DETENTION SYSTEMNOT TO SCALE48"BUILT-IN WEIR WALLNOTES:THIS DETAIL REPRESENTS A MODIFICATION OF ASTANDARD STORM MANHOLE FOR USE INCONTROLLING THE DISCHARGE FROM THEDETENTION AREA. SEE THE MANHOLE DETAILFOR STANDARD DIMENSIONS AND NOTES.18" OUTLET PIPE 48" DIA.24" DIA.WEIR CRESTCONCRETE RISERSAS REQUIREDMANHOLE FRAMEAND COVERFINISHED GRADE8" CONCRETE FLAT TOP SLAB WITH 24"DIAMETER OPENING. 24" DIAMETEROPENING SHALL BE PROVIDED OVERUPSTREAM SIDE OF WEIR WALL.BUILD WEIR STRUCTUREFROM WALL TO WALL. CLASS"A" CONCRETE ANCHORSIDES TO MANHOLE WALL.SEE BUILT-IN WEIRWALL DETAIL FORDIMENSIONS OF LOWFLOW ORIFICES18" INLET PIPE129.0WEIR CREST ELEVATIONLOW-FLOW ORIFICE 1 DIAMETER8" (2)LOW-FLOW ORIFICE 1 INVERT127.0 WEIR CREST @ 129.02 - 8" DIA. ORIF. @ 127.0 (1)INV.=125.1INV.= 123.016"8"8"OUTLET CONTROL STRUCTURE 110SCALE = 2:1NOTE:INLET PIPEACCESS MANHOLE COVER (TYP.)4'SEE PLAN FOR OVER ALL LENGTHPLANWRAP 1-1/4" STONE IN NON-WOVENFILTER FABRIC, OVERLAP CONCRETESTRUCTURE BY 12" TYPICAL, DO NOTOBSTRUCT ACCESS COVERS30"48"WEIR ELEV.TOP ELEV.SECTION12"6"48"24"6"GRADE TO DRAIN12"48"6" MODIFIED RIPRAPCOVER GALLEY WITHMIN. 6" TOPSOIL & SEED24" HIGH BY 30" WIDE WEIR LOCATED INKNOCK-OUT AREA OF PRECAST CONCRETECATCH BASIN STRUCTURE1-1/4" BROKEN STONE48" HIGH BY 48" WIDE PRECASTCONCRETE GALLERYOVERFLOWELEV.=343.0THIS DETAIL REPRESENTS A MODIFICATION OF ASTANDARD CATCH BASIN STRUCTURE AND 48" BY 48"CONCRETE GALLERY FOR USE IN DISCHARGINGSTORMWATER RUNOFF. SEE THE CATCH BASIN FORSTANDARD DIMENSIONS AND NOTES.24" HIGH BY 30" WIDE KNOCK-OUTIN SIDE OF CONCRETE CATCHBASIN STRUCTUREPRECAST CONCRETE CATCH BASINFOUNDATION SLABSTANDARD PRECAST CONCRETE CATCHBASIN STRUCTURE* DIMENSIONS OF PRECAST CONCRETE GALLEY ARE BASED UPON A STANDARD 4'Wx4'Hx4'LGALLEY - UNITED CONCRETE PRODUCTS, INC. (203) 269-3119EL 120.0EL 121.5EL 123.0EL 124.0TYPICAL SECTION THRU INFILTRATION GALLERY LEVEL SPREADERNOT TO SCALEIWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023 SHEET NAMEDATESD-4PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJUNE 28, 202313571.00069AS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED MULTI-FAMILY DEVELOPMENT240 DEMING STREETSHEET NO.12 OF 12DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSPECIAL FOUNDATION IF ORDEREDBY ENGINEERSANITARY SEWER TRENCHNOT TO SCALETEMPORARY SUPPORTSYSTEM (AS REQUIRED)EDGE OFTRENCHFINISHEDGRADE6"(ROCK EXCAVATIONPAYMENT LINE)BOTTOM OF TRENCH12" MIN.1/2PIPE DIA.DIA.BANK RUN GRAVEL12" MIN.SUITABLE BACKFILLMATERIALTRENCH WIDTHPIPE DIA. + 2'PRECAST CONCRETE SANITARY MANHOLENOT TO SCALE6' DIA.8"6" MINIMUM STONEFOUNDATION4" MIN.CONCRETE OR BRICKAND MORTAR INVERT36" MINIMUMINLET PIPEVARIES36" MINIMUMECCENTRICMANHOLE CONENOMINAL PIPELENGTH PERMITTEDOUTLET PIPEDIA. AS SHOWN ONPLANS9"2 1/4"12"48" DIA.7"5"24" DIA.1" GROUTMANHOLE FRAMEAND COVER TYPEAS REQUIREDADJUST TO GRADE WITHMINIMUM OF 2 COURSES,MAXIMUM 7 COURSES OFBRICK OR PRECAST RINGSPRECAST REINFORCEDCONCRETE MANHOLE CONESECTIONALL JOINTS SHALL HAVERUBBER GASKETS INACCORDANCE WITH ASTMSPEC. C-361BRICK AND NON-SHRINKMORTAR CONNECTION, PARGEEXTERIOR; OR APPROVEDFLEXIBLE CONNECTION24" STUBFLOWSEE PLAN FOR INVERTSPIPE AS SPECIFIED(SEE PLAN)45° WYE45° ELBOWPIPE AS SPECIFIED(SEE PLAN)6" PIECE OFSTEEL REBARFINISHED GRADECLEAN OUT FRAME AND COVERFOR USE IN PAVED AREASSANITARY CLEANOUT DETAILNOT TO SCALETOWN OF SOUTH WINDSOR STANDARD DETAILS FOR USE WITHIN RIGHT OF WAY ONLYPUMP STATIONNOT TO SCALEIWC RESUBMISSIONRYE08/30/2023APPLICANT:THE METRO REALTY MANAGEMENTCORPORATIONMAILING ADDRESS:6 EXECUTIVE DRIVE SUITE 100FARMINGTON, CT 06032EMAIL ADDRESSBTRIPP@METRO-REALTY.COMPHONE NUMBER860-674-5624PNZ SUBMISSIONRYE09/28/2023TOWN COMMENTSLCD11/21/202310-8" PVC SDR - 35 LATERAL"O RING" JOINTFORCE MAINCLEANOUTMAIN SEWER10-8" PVCSDR-35 LATERAL1% MINIMUM GRADEFORCE MAIN FROM SEWAGEEJECTOR PUMPCLEANOUT STANDARDSEXISTING GRADE"O RING" JOINTMAIN5'CURB LINEPROPERTY LINESANITARY SEWER CONNECTION FROMFORCE MAIN TO GRAVITYNOT TO SCALEPLANPROFILEMANHOLESEE DETAILMANHOLE Filename: 240 Deming Street Site Lighting - South Windsor - REV 1.AGIGreg Loda / Mike O'ConnorLighting Affiliates1208 Cromwell AveRocky Hill, CT 06067website: www.lightingaffiliates.comVoice Number : (860) 721-1171 x 219Email : gloda@lightingaffiliates.comABCEDAGAGAGAGAGAGAGAAAAAAAAAAPLPLPLPLPLPLPLPLPLPLPLPLPLBDBDBDBDBDBDBDBDBDBDBDBDBDBDAABDBDBDBDPLPLAGTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAAOAOAOAOAOAOAOAOAOAOBDPLPLBDBDLP3LP3LP3LP5LP3LP3LP3LP3LP3LP5LP5LP5LP5LP3LP3LP5LP5LP5LP3LP20.50.00.00.00.00.00.00.00.00.20.40.70.90.00.50.00.80.70.60.60.70.70.50.30.30.30.20.20.90.52.30.00.00.00.30.61.42.01.40.60.50.50.00.50.00.50.50.50.40.50.40.30.20.10.10.00.00.00.50.00.10.20.10.10.00.00.00.00.00.00.00.00.30.00.40.00.20.40.60.80.70.40.82.43.71.91.82.10.00.30.00.00.00.00.00.00.00.00.00.00.00.00.20.20.10.40.60.60.40.71.41.51.11.11.41.30.70.40.00.00.80.81.62.02.01.92.13.62.20.70.30.20.00.02.40.00.00.00.00.00.00.00.00.00.00.40.80.00.00.71.92.02.01.40.80.40.20.00.00.00.01.50.02.30.00.00.00.00.00.00.40.82.74.22.11.81.60.00.71.20.82.54.51.90.80.70.60.60.50.50.60.00.70.00.80.70.50.30.20.10.00.00.00.00.00.00.00.70.50.81.21.41.31.00.70.71.11.51.61.31.40.41.01.80.20.10.00.00.00.00.00.00.00.00.00.00.01.60.70.00.00.00.00.00.10.20.30.71.72.41.50.00.50.00.60.60.60.70.70.50.71.72.61.60.60.30.60.63.50.40.92.54.11.60.50.61.01.00.90.90.01.00.00.61.94.02.10.80.40.20.00.00.00.00.00.01.10.00.20.80.50.20.10.10.00.00.00.00.00.01.30.00.90.00.00.00.00.30.50.71.11.41.41.51.30.00.00.30.00.00.00.00.00.00.00.00.00.00.00.01.30.10.00.50.91.21.20.90.70.70.60.60.60.60.70.70.10.01.62.20.70.51.11.30.90.40.20.10.00.00.20.01.30.00.00.00.00.00.00.40.82.53.61.40.40.00.00.40.60.60.40.30.20.10.00.00.00.00.01.80.01.70.00.00.00.00.30.51.11.61.00.40.72.14.00.00.20.71.82.31.61.72.41.80.70.51.71.81.20.40.31.30.00.00.00.00.00.00.00.00.00.00.00.00.00.70.01.52.12.13.82.40.70.51.73.41.90.60.30.70.02.50.00.00.00.00.00.00.00.00.00.40.81.21.80.20.10.20.20.40.91.71.32.31.30.70.50.40.30.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.20.00.50.00.00.00.00.00.00.00.00.00.00.00.10.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.10.00.20.00.00.00.00.00.00.00.00.00.10.10.22.00.00.20.10.00.00.00.00.00.00.00.00.00.00.10.10.10.00.40.40.60.91.41.81.61.10.90.90.80.60.40.10.10.00.00.00.00.00.00.00.00.00.00.00.40.10.10.00.10.00.00.00.00.00.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.91.92.52.11.10.40.20.20.10.00.10.70.00.00.00.00.30.61.01.31.10.70.40.00.10.00.10.00.00.00.00.00.00.00.00.00.00.00.00.21.00.00.00.00.00.00.00.00.00.30.50.70.90.01.00.00.90.80.60.60.60.70.71.01.92.61.60.60.90.70.30.00.00.00.40.71.42.11.62.21.61.00.00.60.00.70.70.71.01.41.20.80.40.20.10.00.00.00.80.00.30.80.40.20.00.00.00.00.00.00.00.04.20.02.40.00.00.30.61.31.91.71.91.61.61.60.80.80.00.40.00.00.00.00.00.00.00.00.00.00.00.02.00.20.10.71.01.21.31.81.71.20.80.71.01.51.51.40.01.10.00.00.00.00.00.00.00.00.10.10.20.50.02.10.02.31.50.90.70.81.32.73.82.13.31.40.61.10.10.80.90.90.90.90.91.11.71.91.41.80.90.00.20.00.10.10.00.00.00.00.00.00.00.00.00.00.10.40.20.32.11.00.70.81.11.82.12.02.11.50.91.70.34.20.10.00.00.00.00.00.00.00.00.00.00.00.00.50.00.70.10.00.00.00.00.00.00.00.00.00.04.50.00.20.00.00.00.00.00.00.00.00.10.20.30.71.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.00.00.00.00.10.10.20.40.60.20.20.20.00.20.00.20.20.30.30.20.20.10.10.10.00.00.00.20.40.90.30.30.30.40.30.20.20.20.20.40.50.00.50.00.30.10.10.00.00.00.00.00.00.00.00.00.00.50.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.10.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.42.02.81.60.80.70.70.70.60.60.70.70.72.62.10.21.90.60.30.20.00.00.00.00.00.00.00.01.01.40.01.80.90.80.80.70.60.60.70.80.91.10.82.20.40.80.40.20.00.00.00.00.00.00.00.00.00.32.22.20.00.20.30.50.81.11.62.32.31.50.91.00.02.40.01.41.00.70.50.30.20.10.00.00.00.00.00.71.71.11.00.50.91.31.21.11.21.21.00.80.81.00.21.10.21.51.50.90.50.20.20.00.00.00.00.00.00.01.10.12.52.31.30.70.71.42.42.52.21.81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ScheduleSymbolQtyLabelCalculation SummaryLabelCalcTypeArrangementLuminaire LumensLuminaire WattsLLFBUG Rating Mounting HeightDescriptionUnitsAvgMaxMinAvg/MinMax/MinSITEIlluminanceFc0.461LP2Single8550380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-STLG2T2-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE11LP3Single9347380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-KHJ3-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE8LP5Single9126380.530B3-U3-G312Sentry Lighting SMAL-WB-(2)LEDV18C-0.53A-830-KHJ5-BPC-VOLT-BK - SAL-W-4B-12'-BK 12FT POLE4.50.0N.A.N.A.ENTRY DRIVEWAYIlluminanceFc1.244.50.26.2022.50PARKINGIlluminanceFc1.344.50.26.7022.50PARKINGENTRY DRIVEWAY THE METRO REALTY MANAGEMENT CORPORATION 6 Executive Drive, Suite 100 | Farmington, CT 06032 Affirmative Action / Equal Opportunity Employer 240 Deming Street Maintenance Plan To ensure the appropriate preventative maintenance and aesthetic quality of the proposed development at 240 Deming Street (the “Development”), the property manager for the Development will adhere to the following maintenance program: Grounds - Spring clean-up - A four-application weed control and fertilizer program for beds and lawn - Edge and mulch annually - Lawn to be mowed and trim weekly during growing season - Hedge trimming at least once annually - Fall clean-up during Autumn months - Crack sealing of pavement and sidewalks annually Snow - Contract for snow removal to occur for every snow event and/ or freezing precipitation event, including clearing sidewalks and application of salt - Grounds are inspected whenever a melt and refreezing condition exist - For every snow event, maintenance staff will go door to door to coordinate vehicle relocation so parking spaces can be cleared in conjunction with roadway clearing - See attached for identified snow storage locations on site Exhibit A Building Exterior - Power wash exterior vinyl siding every two or three years - Cleanout of gutters and dryer vents every November, inspect exterior for needed repairs Storm Draining System - Catch basins to be inspected annually and cleaned as necessary, after winter season - Storm water detention ponds to be walked, inspected, and cleaned of debris annually, after winter season Apartment Interiors – Preventative Maintenance - Maintenance staff will enter each apartment twice per year (Fall and Spring) to replace HVAC filters and will perform routine visual inspections of apartments at that time - Maintenance staff will enter each apartment every winter, accompanied by Fire Marshal, to test smoke alarms and replace batteries, if necessary. Routine visual inspections of apartments performed at that time Work Orders - Maintenance staff will utilize a work-order management system that can be initiated via phone call or online. Apartment-related repairs can be requested via web portal or by calling the property management office. - Unless immediate attention is required for health and safety reasons, work orders will be addressed on Monday, Wednesday and Friday of each week, in order of receipt. - Tenants will be provided with a standard phone number for the maintenance department to place routine maintenance orders, as well as an emergency maintenance number for urgent, after-hour and weekend requests. EXHIBIT A 4 Appl #23-42P, 240 Deming Street Housing Public Hearing, 10-24-23; 11-28-23 Planning Department Report Update on Revised plans: Ev charger requirements have been added to the Zoning Data Table and the locations are shown on the site plan Bike racks have been added to the plans Trees along the frontage to be saved are called out on the plans. The 160 trees that will remain on site with the proposal are identified on the plans. Lighting plan has been submitted showing lighting levels throughout the site; trees adjusted to be out from under the lights Landscaping has been adjusted to increase snow storage Note: During the construction of this project, (if approved), the contractors will be subject to the Town’s Construction Ordinance which affects projects being constructed in residential zones. South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 Application for Site Plan and Special Exception South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 Maintenance Program -Apartment Interiors –Preventative Maintenance -Physically enter every apartment at least three (3) times per year -Licensed HVAC Technician on Staff -Snow Management -Building Exteriors -Work Order System (AppFolio) -People and Technology -Berry Patch Residents -Balconies, Carpets, Etc. South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 Target Affordability South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 Target Affordability South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 Snow Management Plan South Windsor Planning & Zoning 240 DEMING STREET November 28th, 2023 CONCLUSION APPENDIX Sustainability & Energy Efficiency Targets •DOE Zero Energy Home Ready Certification •LEED Gold •Balanced ventilation •High-efficiency heating, cooling and hot water systems •Home Energy Rating System (“HERS”) rating <42 (35% below Energy Start Index) •Photovoltaic to power common elements TRAFFIC STUDY •New traffic counts conducted in June, 2023 •Background traffic growth included: •1% growth rate per year •Evergreen Walk and Gateway Development traffic •Revised site-generated traffic •Industry standard ITE rates utilized •Residential development is a low-traffic generator •Weekday AM Peak Hour –20 trips •Weekday PM Peak Hour –21 trips •Saturday Midday Peak Hour –21 trips •Alternative uses analyzed –Medical Office and Restaurant/Coffee Shop TRAFFIC STUDY •Capacity Analysis Results •No change in Level of Service at Buckland/Deming intersection •No noticeable change in vehicle delays •Queue increases less than one vehicle length on all approaches •Intersection Sight Distances •Exceed CTDOT criteria for safe driveway egress •Crash History •No abnormal crash patterns or frequency in study area •No crashes reports on Deming Street near site frontage •Crash detail: 3 in 2020, 8 in 2021, 7 in 2022. None involving pedestrians. •Conclusion: •Proposed development will have no significant impact to traffic operations or safety in the study area TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE E SUBDIVISIO}! GENERAL:/~_’CHANG:ORDER con-ram!muse}:gm ///¢mane No.3‘60 ‘Wy-w'g'#0 '/’Address x ree Site Name Q‘m em/A/P&z No.9'22 Q ’3 Owner 21’O (gamma U§trav IL élC.Phane No.Y50’Ef784ig‘tg contractor a 70 “(o/(s79 70,1”£0/' Signature of Owne Date:/O,/;&/)023 Signature of Design Engr.Date:CHANGE:(Describe location and nature of change.Incl'ude We. Four //’A (4)copies fc¢¢ cf (3fplan/profil gt;‘OK’I’Zg of Change.) 2 Aw‘zepm Maj/{65} n 5 @L z ' fe kai ct 75(‘d’emakkaacx.KM/(p/kyxMGS‘?IZAAK)JCEJEQA.) APPROVALS:(As Required)p Dir.of Planning ’1’7 Date:CL 7/*‘DL Date:]QZZ(Zozi Date : Date 8 White -Town Engineer Yellow -ApplicantPink-Director of Planning Goldenrod -Engineering Department 4 r /b 5 :f 1' /W PLANNING DEPARTMENT October 7,2025 Ben Tripp The Metro Realty Management Corporation 6 Executive Drive #100 Farmington,CT 06032 Dear Mr.Tripp: Re:Appl.23—42P,The Metro Realty Management Corporation i development for a 55-unit apartment complex property located at 240 Deming Street and a portion of 440 Buckland Road. MAH Zone Please be advised that at its September 30,2025 meeting,the Planning &Zoning Commission acknowledged receipt of the plan for maintenance of the conservation area for the above— referenced application,relevant to approval condition #23. Sincerelv‘ Stephen Wagner,Chairman Planning and Zoning Commission SW/js 151m Sullivan Avenue,South Windsnr‘[2T 05074 l Tel (EED)End-2511 Ext 2329 i Planning@SouthWindsunCTguv PRODUCT SPECIFICATIONS SHADE &CONTROL OPTIONS r ‘ SVN-2-LG1 SVN-2-LG2 SVN-2-LG3 LG1 (G199)X X X X X X X X X LGZ(G11a)X X X X X Lea (G192)X X X X X X sm X X SHz X X SH3 X X PCR (inside Lens)X X X PC X X X Fsc Hss b D >>D > FIN X X 5’¢§§°«‘Ta?g c?qo'5’Q >’a’~'e~e”sv§q; $9 e r; >Denotes upwns that can he added without any restrictions svwrzrLm svwumsm svNri-Lm-SI-n SVNrzrLGIVSHa svwrzrLmrsmrnN SVNrzrLmVSHzrHN SVNrzrLm-SHa-HN . d 3x SVNrzrLmrFsc svwrzrLGwsmrHNrFsc SVN-ZXLGI‘SHzrHNrFsC svw-zLm-sm-FNFSC SVNrzrLm svwrzrLGzrFm SVN-z‘LczrFsc SVNrzrLezrHNrFsc sVNrzrLea SVN>2.LsarFw CalI 7m Us KmgshIH Tnday Place‘ {3”0‘:’3 Carson172037 CA g0746 nlslighting.cnmLIGHTING 7 Proiecl Name: Cat#Shade /Lens Light Dist. 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Daubie Stce MountecsupowJ5‘OD (A12»D1 30-5R) #of LEDS Lumens Kelvin Opamzed 16 LED (Type(15L) 3 0w)4000 t4) 2700Kk280 3000K 7K CBRI ) - -STD 20 LED {Type(20L) 5 ow)5000'(s)gsg?Opumsa 2000 for '(a) a 05WWDUGU (1'0)(AMBEn: Amb )J‘iulswm ‘2 Phospn (AMag/§%3:e;‘w er fD 2700K ‘C C ‘C ‘12 .(17K7R;‘1L5 Orr EUOOK‘éCé‘ii)!‘Ensmrr' 3500K.(§05’((ZER)|‘-Eus'om 4000K,(7430’K3;)L;gusmm éaUOKriLa‘ig ‘guslom 5000K‘(57IéKC7R)\‘gusmm SOUOK‘éI'JJgsR)‘-gustow Color Controls Options %égons $5§§m E%W W PcieArm m army (ERZ) Tamed Button (PC) DHctocellu Cisitivs 1 Am“to Smuot:s‘l;;1irt)e vthitfvJsgured Gloss \iema Dho'ccii‘cgface:taciel 7-(Ppgeg-ce tack Decoiaiwg Poiyca$icate £5??? Fiiigree Lens ’StruPcie Arm toPole Siiver \Aoiaiiic Receptacie »Shcrrmg Cap (svR)(PER)9 Fouiiiige‘fg‘hield pi iArm:o 3'3“Texwec Custom Commis Pole (ELK)Ma (CGCU Valion‘(Figs73mmaimmass Arm to (saK)manniarég Fmisn ”'6 Gvap‘n‘e textured Am‘ 7 to (GPH)auygxgfan Doie7 T'adaixfgtcan NOTES: i.Consult Factory 2.Consult Factory for availability of other CCT/CRI Requests 3.Tunle Safe options available 4.Please contact Factory forcustom Control lntegration requests (nLlght,NX,WaveLinx.Crestron.DMX/RDM.Synapse,Casambi.Dali ll,-or other control systems) S.Not available With Photocell t-Receplacle 6.Consult factory (or all EAA/TAA/BABA requests 7 Must be ordered with PT mounting provision 8.FSC fol SVNVZ 9.PER.PER &PE7 not available with shade options 10.Optional HSS available lorT3 optical design.includes fullcutofl clip on HSS that can be field installed to reduce hack light 1l.Consult factory for latge volume opponunlties regardingthe feasibility of custom distributions 12.Not availahle above 530mA Gieen fexruret:i (GRN)EmBuild A Amen vac:Hunter Gree"textured (Mme?)5(HGN) Custcm (CS) N'S 701 Cali Us Kingsnili Today Piece [310):34ir2o37'Carson CA 90746 nlslighting.comLICHTlNG P-io—43 mu I -e l'les Cast Aluminum (SAL)Poles -Extruded Shafts Up to 14’ Diameter 17"‘1 1210"Ex 12'-0”(131210”_72,0"v,12'—0"A 1210”r 1 2,_0,,Post He'l'ghts Base Above shown with Luminaire:SEN-YB Pole:SAL-W—4H-12' NOTE sAL-w-5R4-125”-4"dla.(a ered snafl SAL-w-4s-12'sAL-w4H—12'SAL-WW4?sAL.w.4R3.12'sAL-w—sH-12'SAL-w.5P.1z'sAL.w-5Ra-12' 4" Up ma tow Med mu Uprdia. {014’ I/ured shaft Up4"diavro 14'plain shan shaft 4“r 3"ma.rapemu Up 5"ma.m 1A, mued shaft 5"m'a. Up m 14‘ plain shaft shaft 5h 3"dis 1a P area Up ta 14‘Up ta 14' Up to 14' Norshawn,See snatt buxavailame. apttpns on page 2. SCALE:3 " Product Features Construction The lighting pole shall he from cast and extruded aluminum construction.Shafts shall be ASTM 6063 extruded aluminum.Base shall be ASTM 356.1 cast aluminum. One (1)access door in the base (4"x 5"minimum opening)shall be secured with stainless steel hardware A 3/8"-16 UNC grounding lug provision shall be provided inside the base oi the pole. Luminaire Mounting A mu by 3n ta"yenon sha"be an integrw part of the We provided for post top mounting of the luminaire. installation The lighting pole shalt be provided wKh (4)$3/"x 24"long "L-Type” (1)””tv (1 l fla‘waSher am (1)5pm IDCk waSher-The po'e sha”have a $12"bolt circle and requires a 3"anchor boll projection.All anchorage hardware shall be fully galvanized. anchor bolts,Each anchor bolt shall be supplied assembled with wTo insure product durability,the pole shall be nnished with a high performance coating consisting ol high gloss Super Durable polyester powder coat paint to be applied utilizing a multistage process that includes phosphate pretreatment,electrostatic powder application.and convection curing Paint shall be weather,corrosion,abrasion,and UV resistant in compliance with the American Architectural Manufacturers Association's specification AAMA 2604-05.Color to be specined. For Ordering Information see reverse. E L E C T R l C Sentry Electric LLC 185 Buffalo Avenue,Freeport,New York,11520 Telephone:516.379.4660 Fax:516.378.0624 www.5entrylighting.com info@sentry|ighting.com SAL-W Series Cast Aluminum (SAL)Poles -Extruded Shafts Shaft Options Detail 4B 4H 4P 4R3 4"Dia.,8 Flutes 4"Dla,‘18 Flutes 4"-3'Dia.,Tapered—><—03"x 3"High Tenon ‘©©©© 5R4 5 3 5"Dia ,24 Fimes 5"Dia.,Plain 5"-4"Dia.,Tapered 5"-3‘Dia..Tapered Installation Details Access Door OpenlngBoll‘\ Circle 270 Orientation Guide Q10" Opening Pole Up to Height 14' NOTE on‘enta:tion Anchorbon parallel 18°“ to roadway ROADWAY 3"Anchor Boll Proieclion Fully Galvanized“En/pen Anchor Bolts Ordering Information Choose the boldface catalog references that best suit your needs. Modei Shait Helghi Finish Accessories t Example:SAL-W -4H -14'-BK -GFI-IN USE ‘—Q17"—> Sentry Electric LLC,185 Buffalo Avenue,Freeport,New York,11520 www.sentry 'ghting.com P-1o-44 Telephone:51 6.379.4660 Fax:516.378.0624 info@sentry ighting.com u ° Model SALvW Shaft 4B 4".8 Flutes 4H 4‘.18 Flutes 4P 4".Plain 4R3 4 to 3,Tapered 5H 5",24 Flules 5P 5",Plain 5R4 5 to 4,Tapered 5R3 Sto 3.Tapered Height Up ta 14' Finish BK Black BZ Emma FG Federal Green GV Gray WH Wh‘le SIL Silver BLU Blue SBRZ Statuary Bronze Consult factory for additional Hnishesv Accessories Md:GFI Enclosure ***BannerArrn ***Flag Holder ***Plant Hanger WH Wreath Holder **~k Slreet Signs ***select catalog reference in Accessories Section Ordering Information Choose the boldface catalog references that best suit your needs. Options Voltage FinishExample:SMAL -(2)LEDV18C-0.53A -830 -KHJ3 -F -BPC -120V -BK Color Model Temp DistributionLightSource Sentry Electric LLC,185 Buffalo Avenue,Freeport,New York,11520 Telephone:516.379.4660 Fax:516.378.0624 www.sentry|ighting.com info@sentry|ighting.com L-22-2 o 2025 Model SMAL SMAL-NB SMAL-OB SMAL-CB SMAL-we SMAL-UB Light Source &Wattage (2)Leov1sc-1 05A so wans (2)LEDV13C-oZ7A 54 watts (2)LEDV18c-o 53A 36 watts (2)LEDv1sc-o:35A 26 watts Consult factory for source and color CRI &Color Temperature 327 80 CR1 2700K 83o so CRI,3000K 835 80 CRI 3500K s40 so CRI:4000K additional light temperature options. Distribution KHJ5 TypeV STLG2T4 Type 'V KHJ3 Type'“ STLGZTZ Type ” Consult factory foradditionaldistributionoptions. Options BPC Button Photo Cell TLR TLR7 Twist TwistLockReceptacle,7PintsMAL-UB Lock Receptacle (SMAL UB Only) Only)B Solid Band F Finial ’3 HSS House Side Shield Finish BK Black Bz Bronze FG Federaloreen GY Gray WH White SIL Silver BLU Blue SBRZ Statuary Bronze Consult factory for additional finishes. Voltage (blank)120V thru 277V (Standard)120v 120v (With BPC Only) 208-277v 208v thru 277v<w1th BPC Only) I I e m IS Luminaires;Acorns Product Features Construction Decorative base to be of high-strength ASTM 356‘1 cast aluminum.Globe shall be polycarbonate with dimpled patterns on globe surface.Globe provides a weather tight chamber for the internal components LED components and driver are secureiy affixed to the mechanicai structures.A thermai management system dissipates heat to insure compiiance with ratings of the LED components and driver. Opticai Poiycarbonate globe with internal optical system to optimize performance,distribution,and visual comfort.Available in symmetrical and asymmetrical light distribution. Electrical Meets UL 1598 for Safety.Utilizes voltage sensing 120-277V driver.Rated life of 50,000 hours at 70%lumen maintenance at 25°C.Compatible with 0-1OV lighting control systems.Surge protected line-neutral.line-ground,and neutral-ground in accordance with ANSI/IEEE 62.41,Category C3. Luminalres shall be prewired and factory tested. Ambient Temperature-40°C minimum to 35°C maximum (Luminaire not to operate at maximum temperature for a period oftime longer than 15%oftotal operating hours). Finish To insure product durability,all exposed metallic surfaces shall be finished with a high performance coating consisting of high gloss Super Durable polyester powder coat paint to be applied utilizing a multistage process thatincludesphosphatepretreatment,electrostatic powder application,and convection curing.Paint shall be weather,corrosion,abrasion,and UV resistant in compliance with the American Architectural Manufacturers Association's specification AAMA 2604-05.Color to be specmed. Mountin QMountsto a 3"diameter by 3"tall tenon.Three (3)3/8"—16 UNC stainless steel alien head cup point set screws secure luminaire to post top tenon.All mounting hardware shall be stainless steel. Model t" f\1 16 1/2"Q /f / dia.[ir ,I f‘k \V 11K \M I )A A”iii?”2‘55? m 16 1/2“dia.1e 1/2"dia. t/x l!‘fjxx’jr’trwg f:r /‘Rilll r A9Kr?ll l ll SMAL 34"h 1e 1/2"dia. SMALCB SMALwa SMAL.UB 33"h 39"h 37 1/2"h 16 1/2"dia.16 1/2“dia.1s 1/2"dia. Optional Finial e/\w n Optional Band s Mas AL 1/2'3 —B-Fh \Button Photo Cell 16 1/2"dia. Light Source (2)LEDV18C-1.05A (2)LEDV18C-0.7A (2)LEDV18C-0.53A (2)LEDV18C-0.35AWattage80W54W38W26W Color Temp 3000K 3000K 3000K 3000 Delivered Lumens Lumens Per Watt Delivered Lumens Lumens Per Watt Delivered Lumens Lumens Per Watt Delivered Lumens Lumens Per WattSTLG2T2(Type ll)8550 107 5861 109 4497 118 3011 116KHJ3(Type III)9347 116 6406 .119 4915 129 3291 127STLG2T4(Type IV)9040 113 6197 115 4754 125 3183 122KHJ5(Type V)9126 114 6255 116 4800 126 3213 124 L-22-1 ©2025 I -Luminaires:Acorns Luminaire Height:Up to 39" Diameter:16 1/2" This versatile Iuminaire can provide either symmetrical,or, asymmetricai light distributin and is ideal for many applications including streets, campuses, community complexes and parks.The fresh, delicate look of this distinctive luminaire betrays no hint of its strong resistance to damage by vandalism.The dimpled polycarbonate globe resists damaging blows better than any other light transmitting material,yet is lightweight,UV stabilized and has excellent light transmission properties. The sculptured high-strength cast aiuminum base houses and protects the internai components.The design lends itselfto clustering in twos, h z SMAL—LED utilizes the most current solid state technology to deliver high lumen output, exceptional light distribution, superior visual comfort, extended service life,and energy reduction. ., l l threes,or, also mates a variety of iron,steel, aluminum For Ordering fours.It well with cast or, posts. ”I l ‘ l , l l Information see reverse. Shown Cata/og with 10 ft. #:SAL—W—10’ a/uminum pole. E L E C T R i C LED Memphis . Sentry Electric LLC 185 Telephone: Buffalo Avenue 516.37é.4660 Freeport, Fax: New 516.378.06240 York,1152 www.5entrylighting.com info@sentrylighting.com