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App 16-57P Apartments at 175 Oakland Rd
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION 1 C// APPLICATION FORM Application Number: IDD Official Receipt Date: ` 1 ' U V (I Munis Application#: SOUTH WINOSOR PLANING EPi, ` APPLICANT: Berry Patch III, LLC PROJECT NAME:_ The Village at Berry Patch COMPLETE LOCATION OF PROPERTY: 151 & 195 Oakland Road S Windsor CT OWNER OF RECORD ON LAND RECORDS: The Estate of Mildred Simler/ Berlin Remnant Land Parcels., LLC OWNER ADDRESS: 151 Oakland Road, South Windsor, CT 06074 / 6 Executive Drive, Farmington, CT 06032 GIS PIN# 65700151/65700195 ZONE AA-30 NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: James Bernardino, PE Design Professionals Inc. 21 Jeffrey Drive South Windsor, CT 06074 860-291-8755 jbernardino@dpinc.co Estimated presentation time: 30 min. THIS APPLICATION IS FOR: (Check all that apply): Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table 7.22 (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New ❑ Modification Buildings) Sq Ft 45,200+/-(78 units) ❑ General Flan of Development Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling(Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) X❑ Regulation Amendment X❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) Tern�orary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑Accessory Apartment (Public Hearing and. Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other(explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten(10) days prior to being heard by the Commission. Berry Patch III,LLC Berlin Remnant Land Parcels,LLC Geoffrey W.Sager,Manager Geoffrey W.Sager,Manager Signatu e o'Ap is nt Signatur 0 ro n Owner REC'EIVED NUv U 12016 P.O.13OX1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 SOUTH NI(NDSOfi PLANNING DEPT. PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS • Serwng Connecticut, Massachusetts, Rhode Island • : LETTER OF TRANSMITTAL To: Planning and Zoning Commission Date: 11/1/2016 DPI Project No. 3616 : 1540 Sulivan Avenue Re: The Village at Berry Patch South Windsor,CT 06074 151 & 195 Oakland Road South Windsor,CT : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings 9 [I Specifications : ® Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 1 n/a 73Fee Applications 2 11/1/2016Site Plan Checklists 1 10/28/2016 Checks 1 n/a 4 Narrative 2 10/25/2016 5 Stormwater Management Report 1 n/a 6 Legal Description 1 11/2/2016 7 Abutter list and letter 13 11/1/2016 8 Text amendment 13 10/2016 9 Traffic Report 3&10 10/25/2016 10 Site Plans(3 full size and 10 reduced size) 1 10/31/2016 11 Affordability Plan These are transmitted as checked below: : ® For Approval ❑ No exceptions taken ❑ Resubmit copies for : approval ❑ For your use ❑ Make corrections ❑ Submit copies for • distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints : ® For review and comment ❑ Forbids due • El Prints returned after loan to us REMARKS: Please accept the enclosed applications,plans,and information in support of the enclosed proposal to develop a parcel of land comprised of two lots located at 151 and 195 Oakland Road. Please feel free to conatct us with any questions or if any additional information is required,otherwise we look forward to ting this project to the Commission at the next available hearing. 100�' �4'fe5!5r • SIGNED: CC: : Dane LaBonte TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Berry Patch III, LLC PROJECT NAME The Village at Berry Patch 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: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. X c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. X f. Proposed open spaces and recreation areas. X g. Driveway cuts on abutting properties and any properties across from proposed site. X h. Distance to and name of nearest intersection street. X 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i X 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. X b. Proposed streets and street lines with center line station, curve data, and parking spaces. X c. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). N/A e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement X f. Names of abutting property owners. X 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. X h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. X 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: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. X c. Existing and proposed sanitary sewers. X d. Existing and proposed water and-all existing utilities. 2 X e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X 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. X g . Regulated wetlands and 100-year floodplain or note that none are present. X 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. X i. Connections of all springs into proposed storm drainage system as needed. X j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 &T-2 Certification; P.E & L.S. Seals. X 6. Landscaping plan X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. X 8. Traffic Report X 9. Site Lighting Plan N/A 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: N/A a. Layout of streets in sections coordinated by stations with the profile. N/A 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. N/A c. Sight line at driveway &street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A 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 N/A 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. N/A 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. N/A 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. N/A 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. N/A 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. !G PLA R�F RFp; P.E./L.S.) DA E C QN N�c J February 2002; Rev. 4-04 4 LEGAL DESCRIPTION Beginning at an iron pipe on the southerly right-of-way line of Oakland Road,at the northeast corner of the property of now or formerly Gyasi Manu,and also being the northwest corner of the property hereon described. Thence proceeding S54°44'36"E a distance of 48.19 feet to a point; Thence along the southerly right-of-way of Oakland Road S55*08'29"E a distance of 227.09 feet to a point; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 65.15 feet to a point; Thence along the westerly property line of land now or formerly Mildred S.Simler S35°10'25"W a distance of 242.98 feet to a point; Thence along the southerly property line of land now or formerly Mildred S.Simler S54°49'35"E a distance of 206.50 feet to a point; Thence along the easterly property line of land now or formerly Mildred S.Simler N35°10'25"E a distance of 203.95 feet to a point on the southerly right-of-way line of Oakland Road; Thence along the southerly right-of-way line of Oakland Road S44°07'27E a distance of 481.04 feet to a brownstone monument, Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 226.14 feet to a concrete monument with a disc at the northwesterly property corner of land now or formerly Berry Patch Associates Limited Partnership; Thence along the westerly property line of land now or formerly Berry Patch Associates Limited Partnership S37°11'10"W a distance of 147.46 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N45*52'04"W a distance of 119.61 feet to a concrete monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership S39°33'35"W a distance of 179.98 feet to a granite monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N61°32'36"W a distance of 293.73 feet to an iron pipe; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N52'09'55"W a distance of 108.86 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N76°59'17"W a distance of 70.51 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N89°14'34"W a distance of 216.28 feet to a granite monument; Thence along the easterly property line of land now or formerly Berry Patch II Associates Limited NO3°37'51"W a distance of 484.91 feet to an iron rod at the southeasterly property corner of land now or formerly Gyasi Manu; Thence along the easterly property line of land now or formerly Gyasi Manu N06°56'34"E a distance of 328.84 feet to the point and place of beginning. Said Property Contains 427,025 square feet or 9.803 acres and is shown on plan entitled:"Property& Topographic Plan Metro Realty 151& 195 Oakland Road South Windsor, Connecticut,Scale: 1"=50', Date: 10-07-16,sheet V-1. Prepared by Design Professionals, Inc." Department of Economic and Connectica Community t)evelopment stilt revolutionary November 4,2016 Geoffrey W.Sager Berry Patch III,LLC 6 Executive Drive, Suite 100' South Windsor, CT 06032 Subject: 195 Oakland Road South Windsor,CT Dear Mr. Sager: The State Historic Preservation Office has reviewed the information submitted for the above-named property pursuant to the provisions of Section 106 of the National Historic Preservation Act of 1966 and the Connecticut Environmental Policy Act. It is our opinion that the property located at 195 Oakland Road does not appear to be eligible for listing on the National Register of Historic Places. Based on the information provided to this office,no historic properties will be affected. The State Historic Preservation Office appreciates the opportunity to .review and comment upon this project, These comments are provided in accordance with the Connecticut Environmental Policy Act and Section 106 of the National Historic Preservation Act. For finther information please contact Todd Levine, Environmental Reviewer;at(860)256-2759 or todd.levine@ct.gov. Sincerely, Mary D Deputy State Historic Preservation Officer State Historic Preservation Office One Constitution Plaza i Hartford,CT 06103 1 P: 860 256.2900 ( Cultureandtourism.org Aft., rntcrttie rlatian"F,gteal flppartunr r rrtp(Qyex;n Equal Qppartun fv Lender HISTORIC RESOURCES INVENTORY FOR OFFICE USE ONLY BUILDINGS AND STRUCTURES HIST-6 REV.6/83 Town No: Site No: STATE OF CONNECTICUT UTM: COMMISSION ON CULTURE AND TOURISM QUAD: 59 SOUTH PROSPECT STREET, HARTFORD, CONNECTICUT 06106 DISTRICT (860)566-3005 IF NR,SPECIFY ❑ S ❑ NR ❑ Actual ❑ Potential 1.BUILDING NAME(Common) HISTORIC 2.TOWN/CITY VILLAGE COUNTY South Windsor Hartford 2.TOWN/C[TY T� 3.STREET AND NUMBER(and/or location) 195 Oakland Road 4.OWNER(S) Johnson, Pauline G. L/U Chapman, Donald ❑ Public ❑x Private 5.USE(Present) (Historic) Single Family Residence Single Family Residence 6. 1 EXTERIOR VISIBLE FROM PUBLIC ROAD INTERIORACCESSIBLE IF YES,EXPLAIN ACCESSIBILITY TO PUBLIC: ❑x YES ❑ NO ❑ YES ❑x NO 7.STYLE OF BUILDING DATE OF CONSTRUCTION Cape 1940 (Assessor) 8.MATERIAL(S) (Indicate use or location when appropriate) ❑ Clapboard ❑ Asbestos siding ❑ Brick MI Other ❑ Wood Shingle ❑ Asphalt siding ❑ Fieldstone (Specffy)Vinyl Siding ❑ Board&batten ❑ Stucco ❑ Cobblestone ❑ Aluminum ❑ Concrete ❑ Cut stone Siding Type: Type: 9.STRUCTURAL SYSTEM ❑x Wood Frame ❑ Post and beam ❑ Balloon ❑ Load-bearing masonry ❑ Structural iron or steel ❑ Other(specify) 10.ROOF(Type) ❑x Gable ❑ Flat ❑ Mansard ❑ Monitor ❑ Sawtooth ❑ Gambrel ❑ Shed ❑ Hip ❑ Round ❑ Other (Material) ❑ Wood Shingle ❑ Roll Asphalt ❑ Tin ❑ Slate I] Asphalt shingle ❑ Built up ❑ Tile ❑ Other 11.NUMBER OF STORIES APPROXIMATE DIMENSIONS 1.5 �26'x32' ; 20'x26' ; 25'x10' 12.CONDITION(Structural) (Exterior) ❑ Excellent ❑ Good ❑x Fair ❑ Deteriorated ❑ Excellent ❑ Good ❑r Fair ❑ Deteriorated 13. INTEGRITY(Location) WHEN? ALTERATIONS IF YES,EXPLAIN ❑>< On original site ❑ Moved ❑ YES ❑x NO 14.RELATED OUTBUILDINGS OR LANDSCAPE FEATURES ❑ Barn x❑ Shed ❑ Garage ❑ Other landscape features or buildings(Specify) ❑ Carriage ❑ Shop ❑ Garden house 15 SURROUNDING ENVIRONMENT ❑x Open land NI Woodland ❑x Residential x❑ Scattered buildings visible from site ❑ Commercial ❑ Industrial ❑ Rural ❑ High building density 16.INTERRELATIONSHIP OF BUILDING AND SURROUNDINGS: The building sits close to a busy road in a residential neighborhood. It is located between woodlands and open fields. Modern housing developments fill much of the surrounding land. 17.OTHER NOTABLE FEATURES OF BUILDING OR SITE(Interiorand/orexterior) 195 Oakland Road is a one-and-one-half story, three bay Cape with two peak roofed dormers on the front slope of the roof and a nearly full-width dormer across the rear. It has a hip-roofed addition to the west and an attached two-car garage to the east. 18.ARCHITECT BUILDER 19.HISTORICAL OR ARCHITECTURAL IMPORTANCE This building is a good example of the mid-century infill housing that was created to meet the needs of the growing community. It is based on the Cape Cod house first described by Timothy Dwight but presents it in a slightly pared-down way, perhaps influenced by trends in the modern architecture of the day. Bing.com (Aerial photos) South Windsor Assessor's Files (www.prophecyone.us) South Windsor GIS Mapping (SouthWindsor.org/gis) PHOTOGRAPHER DATE a� QJames Sexton 2011 _ VIEW NEGATIVE ON FILE a Looking SW CCT NAME DATE James Sexton 2/2011 ORGANIZATION ADDRESS 274 Clinton Ave., New Rochelle, NY 10801 20.SUBSEQUANT FIELD EVALUATIONS 21.THREATS TO BUILDING OR SITE ❑ None known ❑ Highways ❑ Vandalism ❑ Developers ❑ Other ❑ Renewal ❑ Private Explanation: ❑ Deterioration ❑ Zoning HIST-6 REV.6/83(Back) HISTORIC RESOURCES INVENTORY FOR OFFICE USE ONLY BUILDINGS AND STRUCTURES HIST-6 REV.6I83 Town No: Site No: STATE OF CONNECTICUT UTM: COMMISSION ON CULTURE AND TOURISM QUAD: 59 SOUTH PROSPECT STREET, HARTFORD, CONNECTICUT 06106 DISTRICT (860)566-3005 IF NR,SPECIFY ❑ S ❑ NR ❑ Actual ❑ Potential 1.BUILDING NAME(Common) HISTORIC 2.TOWN/CITY VILLAGE COUNTY South Windsor Hartford 3.STREET AND NUMBER(and/or location) 151 Oakland Road 4.OWNER(S) Simler, Mildred S. L/U Simler, Kenneth & Scott et al. ❑ Public 9 Private 5.USE(Present) (Historic) Single Family Residence Single Family Residence 6. EXTERIOR VISIBLE FROM PUBLIC ROAD INTER IORACCESSIBLE IF YES,EXPLAIN ACCESSIBILITY TO PUBLIC: ❑M YES ❑ NO ❑ YES N1 NO 7.STYLE OF BUILDING DATE OF CONSTRUCTION Craftsman 1920 8.MATERIAL(S) (Indicate use or location when appropriate) ❑ Clapboard ❑ Asbestos siding ❑ Brick ❑M Other ❑ Wood Shingle ❑ Asphalt siding ❑ Fieldstone (Specify)Vinyl Siding ❑ Board&batten ❑ Stucco ❑ Cobblestone ❑ Aluminum ❑ Concrete ❑ Cut stone Siding Type: Type: 9.STRUCTURAL SYSTEM x❑ Wood Frame ❑ Post and beam ❑x Balloon ❑ Load-bearing masonry ❑ Structural iron or steel ❑ Other(specify) 10.ROOF(Type) I] Gable ❑ Flat ❑ Mansard ❑ Monitor ❑ Sawtooth ❑ Gambrel ❑ Shed ❑ Hip ❑ Round ❑ Other (Material) ❑ Wood Shingle ❑ Roll Asphalt ❑ Tin ❑ Slate 0 Asphalt shingle ❑ Built up ❑ Tile ❑ Other 11.NUMBER OF STORIES APPROXIMATE DIMENSIONS 1.5 �33'x26' 12.CONDITION(Structural) (Exterior) ❑ Excellent ❑x Good ❑ Fair ❑ Deteriorated ❑ Excellent 5fl Good ❑ Fair ❑ Deteriorated 13. INTEGRITY(Location) WHEN? ALTERATIONS IF YES,EXPLAIN ❑M On original site ❑ Moved M YES ❑ NO �Reclad 14.RELATED OUTBUILDINGS OR LANDSCAPE FEATURES X Barn (] Shed M❑ Garage ❑ Other landscape features or buildings(Specify) ❑ Carriage ❑ Shop ❑ Garden house 15 SURROUNDING ENVIRONMENT 0 Open land M❑ Woodland M❑ Residential 0 Scattered buildings visible from site ❑ Commercial ❑ Industrial ❑ Rural ❑ High building density 16.INTERRELATIONSHIP OF BUILDING AND SURROUNDINGS: The building sits close to a busy road in a residential neighborhood. It is located between woodlands and open fields. 17.OTHER NOTABLE FEATURES OF BUILDING OR SITE(Interiorand/or exterior) 151 Oakland Road is a one-and-one-half story Craftsman-style house from the beginning of the twentieth century. The building has a side-gable roof with deep overhangs and a large shed dormer centered in it. The roof extends over a front porch supported on tuscan columns. The front porch shelters a door at the west end and three grouped windows at the east. Windows throughout appear to be a mix of different types of double-hung, sliding-sash. The property includes a very large barn and several other outbuidlings. 18.ARCHITECT BUILDER 19.HISTORICAL OR ARCHITECTURAL IMPORTANCE a; The Craftsman style was heavily influenced by the work of Pasadena-based architects Charles Sumner Greene and Henry Mather Greene. The style shows the influence of the English Arts and Crafts movement, Asian wooden architecture, and an emphasis on hand crafted objects. It also promoted smaller houses that were appropriate to those of more modest means. Elements of the style can be seen still be seen in this example in the deep roof overhangs, the large dormer, and the house's front porch. Bing.com (Aerial photos) South Windsor Assessor's Files (www.prophecyone.us) South Windsor GIS Mapping (SouthWindsor.org/gis) PHOTOGRAPHER DATE James Sexton 10/2010 O C: VIEW NEGATIVE ON FILE 1� Looking south �CCT NAME DATE James Sexton 12/2011 ORGANIZATION ADDRESS 274 Clinton Ave., New Rochelle, NY 10801 20.SUBSEQUANT FIELD EVALUATIONS 21.THREATS TO BUILDING OR SITE ❑ None known ❑ Highways ❑ Vandalism ❑ Developers ❑ Other ❑ Renewal ❑ Private Explanation: ❑ Deterioration ❑ Zoning HIST-6 REV.6/83(Back) A028 LED SERIES LUMINAIRE A028 t! i ;E%;4 LED Description: Lighting for exterior retail,commercial and hospitality environments.The A028 Series consists of an efficient Type III(T3)or Type V(T5)refractive acorn combined with one of several styles of cast aluminum fitters. LED Luminalre: Multiple LED systems available with convection cooled driver,options for intensity, a.u .. distribution and color.They operate with over voltage and short circuit protection and automatic voltage sensing for 120 to 277v input. (See next page for LED availability) 50,000+hours of operational life •Warm 3000K,neutral 4000K,or cool white WWK color •Dimmable(controller by others) •Suitable for wet locations PROJECT: ETL listed,suitable for wet locations. TYPE: Instclafion: The klminaire will mount to a 3"OD post or tenon with 511 b"black oxide coated stainless steel set screws to ensure a solid connection.The diffuser will be held to the fitter by(4)1/4-20"black oxide coated stainless steel captive set screws. Di fuser Choices: •Acrylic Type 111(ACM) • Polycarbonate Type III(PC-T3) •Acrylic Type V(AC-T5) • Polycarbonote Type V(PC-TS) Finish: Premium quality thermoset polyester powdercoat for a durable finish In the following: BLK-Satin Black GM-Glass Textured Black CLB-Classic Bronze TBK-Textured Black GBZ-Gloss Textured Bronze TGR-Gloss Textured Green GRN-Green 016' 016" 016" r (1:a 016." RJIb 010 016" u,. V 38" :t 37' ;3B" Sep' i 013t/AO28 0133/AO26 D134/A028 0138/A028 0136/A08 0137/A028 D138/AOS Di39/AC28 s B>A 1.96 EPA:105 EPA 2A9 EPA M EPA:1.91 EPA 1.99 EPA 214 EPA 208 1 fiWctrcMof1c s"11ve device. observe paeco0ons for honWnQ j Ordeft IMonrtodiow HW year limited ; warranty D131/A028 BLK Di33/AO28 3H CLB D134/AO28 4H GBZ BB COATED D135/AO28 AC T3 AVI 6H GRN BB-FW TOED136/AO28 PC `Er D137/AO 8 T5 WEA 78 GTB IL ��■■ D138/A28 SL TG E D139/AO8 Custom see naxt pop for A—caroWeardet optk- LED Exonvie:D131/AO2WC-WAVt-&1M 8=364MM • For 251.997.5441 • wwwx mwk x corn �^^` Anw=reserves ft HV to afgnpe detab that do not aeFecK overa8 furwxm we pe wmonce. a me r I u 3, LED Optlons(bold hdicates ordering code) 3H 3.00W 80 4.450Im 4H 4,000K 80 5,100Im Symmetric � 5 OOOK 60W AVI 70 b,870 kr1 3L 3,000K 80 Z940 tm A4.000K 80 3,460 Im 41 W SL 5,000K 70 4,0701m Ercartrpie:Di3i/A02rsAGf3/A1/I•SH/8!1( 3H 3,000K 80 6,600Irn 4H 4,000K 80 5.7001m 8OW WE Symmetric 6,000K 70 6,0001m u 3,000K 80 3000Im 0-TOV 41. 4,000K 80 3,3001m 4OW 5L 5,000K 70 3,600 Im ExanOa:D131/AIDMC•T3/VL9-3H/pLK Photometry AQUAC•TSM.&SY-M Lumkrske LuRmis n 5,131 i ScWs:1 Lk*.12 Ft MounSng H*Vt-12,00 FL i i E P.O.BOX 1167 21 JEFFREY DRIVE saw SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 1® � FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, t Rhode Island • November 2,2016 Re: The Village at Berry Patch Inland Wetlands&Watercourses/Planning and Zoning Application 151&195 Oakland Road,South Windsor,CT 06074 Dear Abutting Property Owner: In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses,and Conservation Regulations",we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission.The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments,however,you are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department,860-644-2511,ext.229. Furthermore,in accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the property located 151&195 Oakland Road,abutting your property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the • meeting if you so desire. For further information regarding the specific date this application will be heard,please • contact Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext.252. • If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. James A. Bernardino, PE Director of Engineering Cc: Town of South Windsor Client 10/28/2016 3616-Abutters Lists.htm TOWN OF SOUTH WINDSOR,CONNECTICUT Parcel ID Site Address lOwner Name Mailing Address Mailing City Mailing State Mailing Zip FOUR HUNDRED THIRTY TWO BUCKLAND 15300432 432 BUCKLAND ROAD CT 201 JONES RD FL 3 WALTHAM MA 02451-0000 65700090 90 OAKLAND ROAD 90 OAKLAND ROAD ASSOCIATES LLC 15 PETERSEN WAY SOUTH WINDSOR CT 06074-0000 BERRY PATCH ASSOCIATES LMT 65700205 205 OAKLAND ROAD PARTNERSHIP 6 EXECUTIVE DRIVE STE 100 FARMINGTON CT 06032-0000 65700108108 OAKLAND ROAD KLEBART LISA A 1108 OAKLAND ROAD SOUTH WINDSOR CT 06074-0000 65700118118 OAKLAND ROAD HAVENS BROOKE A 118 OAKLAND ROAD SOUTH WINDSOR CT 06074-0000 65700134134 OAKLAND ROAD HAYES BONNIE& 134 OAKLAND ROAD SOUTH WINDSOR CT 06074-0000 65700195195 OAKLAND ROAD BERLIN REMNANT LAND PARCELS LLC 6 EXECUTIVE DR FARMINGTON CT 06032-0000 15300440440 BUCKLAND ROAD BERRY PATCH II ASSOCIATES LIMITED 6 EXECUTIVE DRIVE FARMINGTON CT 06032-0000 65700218 218 OAKLAND ROAD FARM BROOK SUBDIVISION ASSOC INC 115 FARMBROOK LA SOUTH WINDSOR CT 06074-0000 65700101101 OAKLAND ROAD MANU GYASI 101 OAKLAND ROAD SOUTH WINDSOR ICT 06074-0000 65700143143 OAKLAND ROAD SIMLER MILDRED 151 OAKLAND ROAD SOUTH WINDSOR CT 06074-0000 65700151151 OAKLAND ROAD SIMLER MILDRED S LU 151 OAKLAND ROAD SOUTH WINDSOR CT 06074-0000 65700146 146 OAKLAND ROAD INOWAKERICA 146 OAKLAND RD SOUTH WINDSOR CT 06074-0000 65700225 225 OAKLAND ROAD lCurrent Ressident 440 Deming Street SOUTH WINDSOR CT 06074-0000 Mailing List file:///G:fjjobs/3616/Docs/Applications/IWA/3616%20-%2OAbu ters%2OUsts.htm 1/1 q ' SOUTH WINDSOR PLANNING DEPT. Traffic Impact Study Berry Patch III Residential Development South Windsor, Connecticut ' October 2016 South Windsor Planning and Zoning Commission ' Land Use Applications Office of the State Traffic Administration (OSTA) ' Administrative Decision Review CTDOT Encroachment Permit Application FUSS&O'NEILL 1461lartford Road Ianchester, CT 06040 Approved by License No. 23761 Mark G.Vertucci,PE,PTOE ' �3a�ass�iraaaseoa r aC A�� Prepared for. co r¢ " 0 Metro Realty Group,L.T.D. vC' d f 06 Executive Drive Farmington,CT 06032 h+�A, O o.23781 V� e Spy, •� 0� .111 •$�grb���AL.t,Y� ro•"n�LG'a�° 1997-146.T82 FUSS&O'NEILL Table of Contents Traffic Impact Study Berry Patch III Residential Development South Windsor, Connecticut SummarySheet.......................................................................................................ill 1 Introduction.................................................................................................. 1 2 Existing Condition ........................................................................................ 1 2.1 Site of Development. .1 2.2 Adjacent Roadway Network..................................................................................1 2.3 Study Area Intersections .......................................................................................2 2.4 Traffic Volumes, Speeds and Counts....................................................................2 3 Background Traffic Conditions .•..-••.---.....•..•.••.•..•••••..••••........••.•..••......•'-'••.. 3 3.1 Growth Rate. .3 3.2 Other Developments.............................................................................................3 3.3 Planned Roadway Improvement Projects.............................................................3 4 Proposed Conditions ...................................................................................4 4.1 Development.........................................................................................................4 4.2 Site Access and Circulation...................................................................................4 4.3 Trip Generation.....................................................................................................4 ' 4.4 Trip Distribution...................................................................................................5 4.5 Combined Volumes...............................................................................................5 5 Analyses .......................................................................................................5 5.1 Crash Analysis.......................................................................................................5 5.2 Intersection Sight Distance Analysis ....................................................................6 5.3 Intersection Capacity Analysis..............................................................................6 5.4 Queue Analysis......................................................................................................7 6 Conclusions & Recommendations.............................................................8 ' \\ripzl\projectdata\P1997\97146\n2\Traffic\TRAFFIC IMPACT'STUDY.docx i toox FUSS&O'NEILL Table of Contents (continued) Traffic Impact Study Berry Patch III Residential Development South Windsor, Connecticut Appendices End of Report Appendix A -Tables 1. Peak Hour Site Generated Traffic Volumes 2. Intersection Crash Data Summary 3. Unsignalized Intersection Level of Service Summary 4. Signalized Intersection Level of Service Summary 5. Weekday AM Peak Hour Queue Length Summary 6. Weekday PM Peak Hour Queue Length Summary Appendix B-Figures 1. Site Location Map 2. 2016 Existing Conditions 3. 2018 Background Conditions 4. Site Generated Traffic Arrival/Departure Distribution 5. Site Generated Traffic Volumes 6. 2018 Combined Conditions Appendix C Intersection Capacity Analysis Worksheets—Weekday AM Peak Hour Appendix D Intersection Capacity Analysis Worksheets—Weekday PM Peak Hour Appendix E Automatic Traffic Recorder(ATR) Data Appendix- F Crash Data Records ,00x \\ripz 1\proic.ctdata\P1997\97146\TS2\Traffic\TRr1FFIC IMPACT STUDY.docx 11 FUSS&O'NEILL Summary Sheet As an aid to reviewers,this Summary Sheet has been included to outline the various study parameters utilized in dlis report. Although a full explanation of the study methodologies is included in the text of the report,this summary can serve as a useful reference for reviewers. Applicant: Metro Realty Group,L.T.D. Site Acreage: 5.75 +/- Development Size/Type: 78 Apartments (Residential) Parking: 137 Spaces (7 Handicapped) Applications: South Windsor Planning and Zoning Commission Land Use Applications Office of the State Traffic Administration(OSTA) Administrative Decision Review CTDOT District 1 Encroachment Permit Application Build Year: 2018 Background Traffic Growth Factor: 1.0% Traffic Counts: Connecticut Counts—September 27 and 28,2016 (Turning Movement Counts) Connecticut Counts—September 28-29,2016 (Automatic Traffic Recorders) ' Peak Hours Analyzed: Weekday AM Peak Hour—7:15-8:15 Weekday PM Peak Hour—4:15-5:15 Expected Trip Generation: Weekday AM Peak Hour—42 (8 Entering/34 Exiting) Weekday PM Peak Hour—61 (40 Entering/21 Exiting) iCapacity Analysis: Technique—2000 Highway Capacity Manual Execution—Synchro Professional Software,Version 9.0 1 \\fipz 1\pfoiectdata\P1997\97146\T82\Tfaftic\TRAFFIC IMPACT SI'[1DY.docx iii FUSS&O'NEILL 1 Introduction The Berry Patch III development will consist of 78 apartments located on the southern side of Route 30 (Oakland Road) between Buckland Road to the west and Felt Road to the east,as seen in Figure No. 1 of Appendix B. This third phase of the Berry Patch development is an expansion of the existing Berry Patch senior housing community;however the Phase 3 units are proposed to have no age restriction. Access to Berry Patch III will be via a new full access driveway on Route 30 (Oakland Road) and no connection to the existing Berry Patch development is proposed. Fuss&O'Neill has been retained to study the impact of the proposed development on traffic conditions throughout the adjacent roadway network. This report has been prepared to document the findings of the study and is being submitted to the South Windsor Planning and Zoning Commission in support of the development's land use applications.This report is also being submitted to the Office of the State Traffic Administration (OSTA)in support of an Admilustrative Decision Review and CTDOT District 1 in support of an Encroachment Permit application. 2 Existing Condition 2.1 Site of Development The 5.75+/-acre site is located on the southern side of Route 30 (Oakland Road)in the limited residential zone(AA-30). The existing site is comprised of residential buildings,a barn,and undeveloped farmland. Existing site access is limited to individual driveways,which will be closed and a new full-access driveway constructed on Oakland Road in the approximate center of the development property. A commercial plaza is located to the southeast of the site on Oakland Road,with many,diverse tenants, and a gas station is located at the southwest corner of Oakland Road and Felt Road. To the north, along Felt Road,the land use is primarily residential and open space. 2.2 Adjacent Roadway Network The adjacent roadway network consists of the following roadways: • Route 30 (Oakland Road) • Felt Road Oakland Road,classified by CTDOT as a principal arterial,is a two-lane roadway,providing a single 13- foot wide lane with two foot wide shoulders in each direction along the site frontage and has a posted speed limit of 40 mph in the eastbound and westbound directions,respectively. The Route 30 westbound lane widens in the vicinity of the existing Berry Patch driveway to provide bypass width to enable through vehicles to bypass a vehicle waiting to turn left into the site.There are no public transportation options available on Oakland Road,and no pedestrian accommodations (sidewalks, crossings,etc.) are provided in the vicinity of the site. '0° \\ripzl\projectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT"STUDY.docx 1 FUSS&O'NEILL Felt Road is a local(rural) two-lane roadway,providing a single 13-foot wide lane with a two foot wide shoulder in each direction in the vicinity of the site and has a posted speed limit of 25 mph to the north of Oakland Road. A sidewalk is provided on the west side of Felt Road to the north of Oakland Road. To the south of Oakland Road,Felt Road Extension is an unmarked two-lane roadway with eight-foot lanes,and provides access to various businesses,residential units,and the existing Berry Patch development. 2.3 Study Area Intersections The following study area intersections were reviewed: • Route 30(Oakland Road) at Berry Patch • Route 30 (Oakland Road) at Felt Road • Felt Road at Berry Patch To the east of the site,the intersection of Oakland Road at Felt Road is a four-way signalized intersection.All four approach legs of the intersection consist of a single shared through/right/left lane. Due to the acute angle between Oakland Road and Felt Road,the stop bars on Oakland Road are located approximately sixty feet back from Felt Road. A wheelchair ramp is provided at the northwest corner of the intersection connecting to the sidewalk on Felt Road. There are no marked crosswalks or pedestrian signal heads at this location. A gas station is located at the western corner of this intersection,with a driveway located on Oakland Road approximately ninety feet back from Felt Road and a driveway on Felt Road Extension approximately eighty feet back from Oakland Road. The unsignalized intersection of the existing Berry Patch driveway with Oakland Road is a three-legged Tee intersection,and is designated as an entrance only. No pedestrian accommodations are provided at this location. The intersection of Felt Road Extension at the Berry Patch driveway was included as a study area intersection for the purpose of determining existing trip generation to/from the existing Berry Patch residences. This intersection is an unsignalized Tee intersection,with no pavement markings or signage. No pedestrian accommodations are provided at this intersection. A cul-de-sac is located to the immediate south of this intersection and a residential driveway is located directly opposite the Berry Patch driveway. A driveway to a commercial plaza is located on the west side of Felt Road Extension approximately forty feet to the north of this intersection. 2.4 Traffic Volumes, Speeds and Counts The greatest potential for traffic impact on the roadway network by the proposed development will occur during the weekday AM and PM peak hours,the periods when commuter and/or residential related trips are at their highest levels. In order to determine the traffic impact of the proposed development on adjacent street traffic,representatives of Fuss&O'Neill,Inc.conducted weekday AM 00Y \\cipzl\proiectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT STUDY.docx 2 FUSS&O'NEILL and PM peak hour manual turning movement counts on September 27 and September 28,2016 at the three intersections in the study area. The traffic count data collected indicates that the weekday AM peak hour of traffic is 7:15 to 8:15 and the weekday PM peak hour is 4:15 to 5:15. These peak hours were subsequently analyzed for impacts.The existing traffic volumes for these peak hours are shown in Figure No.2 of Appendix B. In addition to the manual counts at the above intersections,an Automatic Traffic Recorder(ATR)was placed on Oakland Road in the vicinity of the proposed Berry Patch III driveway on September 28-29, 2016 to record daily traffic volumes and 8511,percentile speeds. The daily traffic on Oakland Road for this time period was found to be approximately 11,060 per day,including 5,562 vehicles per day in the eastbound direction and 5,508 vehicles per day in the westbound direction. The 8511'percentile speeds were 47 miles per hour in the eastbound direction and 43 miles per hour in the westbound direction. The posted speed limit along Route 30 in the vicinity of the study area is 40 mph.Copies of the ATR traffic data have been included in Appendix E of this report. ' 3 Background Traffic Conditions 3.1 Growth Rate Upon consultation with the Connecticut Department of Transportation(CTDOT),the 2016 existing traffic volumes were projected to the 2018 design year using a 1.0 percent per year peak hour growth factor to account for normal traffic growth in the study area.These grown 2018 Background traffic volumes are defined as design year traffic without the proposed development. These projected Background traffic volumes are shown' Figure No.3 of Appendix B. 3.2 Other Developments Fuss&O'Neill contacted the Office of the State Traffic Administration(OSTA),the Town of South Windsor and the Town of Manchester Planning and Zoning offices to identify any other pending or approved developments having site related traffic in the study area. It was determined that there are no significant projects in the vicinity of the study area that are expected to impact traffic conditions within the adjacent roadway network. 3.3 Planned Roadway Improvement Projects Through consultation with the Town of South Windsor and CTDOT,it was determined that there are no impending roadway or traffic improvements planned within the Study Area. 10" \\ripzl\projectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT STUDY.docl 3 FUSS&O'NEILL 4 Proposed Conditions 4.1 Development The proposed 5.75+/-acre development will consist of 78 apartments,in seven clusters of units, located on the southern side of Route 30 (Oakland Road) in South Windsor. While the previous Berry Patch residences were age restricted(62+),there are no such restrictions on occupants of the proposed Phase III development. Off street parking will be provided throughout the site,with a proposed parking ratio of 1.75,which results in a total of 137 spaces,of which seven will be handicapped spaces. 4.2 Site Access and Circulation Access to the site will be via a full-use driveway located on Oakland Road,approximately 400 feet to the west of the existing entrance-only Berry Patch driveway. This stop-controlled driveway will provide a single lane each for ingress and egress,which will be separated by a twelve-foot median. Internal circulation will be provided by a single loop road with twelve-foot lanes of travel in each direction. Parking will generally be provided in perpendicular spaces along this main loop road. Additional parking lots will be located at both the northwestern and southeastern corners of the development. This Berry Patch III development will not have access to the existing Berry Patch development. 4.3 Trip Generation The expected site generated traffic data was calculated using existing empirical data from the Institute of Transportation Engineers (ITE) publication Trip Generation,9th edition,2012. This publication is an industry-accepted resource for determining trip generation. Trip generation for the weekday AM and weekday PM peak hour was calculated using the ITE land use code 220"Apartment." As noted above in Section 2.3,the intersection of Berry Patch at Felt Road was included in the peak hour turning movement counts that were obtained for this study,in conjunction with the Berry Patch entrance on Oakland Road,for the purpose of determining existing trip generation for this development. However,due to the different restrictions on the Berry Patch developments (existing development being age restricted while the proposed development has no such restriction)it was determined that the more conservative number of trips predicted by the ITE publication would be used for the purposes of this study. During the weekday AM Peak Hour,the ITE manual projects that the development will generate 42 total trips (8 Entering/34 Exiting) while during the weekday PM Peak Hour,the development will generate 61 total trips (40 Enter' Exiting). A summary of the peak hour trip generation information for the proposed development is provided in Table I of Appendix A. 100 \\ripzl\projectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT STUDY.docx 4 FUSS&O'NEILL 4.4 Trip Distribution The distribution of traffic entering and exiting the proposed site was applied to the road network based ' on the existing regional traffic distributions and the layout of the adjacent roadway network. During the peak hours,the following arrival distributions of traffic are anticipated: • 55%from Route 30 to the west • 45% from Route 30 to the east Of the 45%of trips coming from the east,it was determined that 10%would arrive from Felt Road to the north and the remaining 35%would arrive from the east along Route 30. A regional arrival/departure distribution for the new site generated traffic traveling to and from the project site is shown in Figum No. 4 of Appendix B. L4.5 Combined Volumes The site generated traffic was distributed to the roadway system based on the arrival/departure distributions with the results shown in Figure No. 5 of Appendix B. These volumes were then added to the background volumes to yield the year 2018 peak hour Combined traffic volumes shown in Figure No. G of Appendix B. 5 Analyses 5.1 Crash Analysis Crash data was gathered from CTDOT and the Town of South Windsor Police Department through the University of Connecticut Crash Data Repository for the following intersections and roadway segments: • Route 30(Oakland Road) at Berry Patch driveway • Route 30 (Oakland Road) to approximately 500 feet east and west of the proposed driveway • Route 30 (Oakland Road) at Felt Road • Felt Road within 500 feet of the intersection with Oakland Road • Felt Road at Berry Patch driveway jThe records were gathered for the most recent three years of available data,2013 through 2015. A summary of the crash data per intersection and roadway segment is provided in Table 2 of Appendix A. In 2013,there were eight crashes in the study area,of which two resulted in injuries. Four of these were rear-end crashes,two of these were angle crashes,and the others were with a fixed object or crossing the opposite travel lane. In 2014,only two crashes occurred within the study area,both resulting in property damage only,and consisted of a rear-end crash and a sideswipe crash (passing). In 2015,there were five crashes,resulting in property damage only;these crashes consisted of three rear-end crashes,a crash with work zone/maintenance equipment,and single-vehicle crash. 00 \\ripzl\projectdata\P1997\97146\n2\Traffic\TRAFFIC IMPACT'STUDY.docs 5 FUSS&O'NEILL i The majority of the crashes within the study area occurred at the signalized intersection of Oakland Road at Felt Road or at the driveways to the gas station and commercial plaza located on Oakland Road. The frequency and types of crashes reported are not considered abnormal for this type of signalized intersection. 5.2 Intersection Sight Distance Analysis Intersection sight distances were measured at the proposed site driveway location in accordance with criteria set forth in the 2003 CTDOT Highway Design Manual. Figure 11-2C of the Highway Design Manual lists the design intersection sight distance for a passenger car entering a two-lane highway or street from a stop condition. Based on an 85a'percentile speed of 50 mph or less,the minimum required intersection sight distance is 555 feet looking left(west) and looking right(east). Figure 7-1 A of the Highway Design Manual list the minimum required stopping sight distance as 425 feet. The existing intersection sight line in the easterly direction,when measured 15 feet from the edge of the traveled way,is greater than 1,000 feet. The available sight distance exceeds the minimum required and will provide for safe egress from the site. The available,clear sight line distance in the westerly direction was measured to be approximately 800 feet. Distances were based on a point measured 15 feet from the edge of the traveled way(shoulder line). The available sight distance exceeds the minimum required and will provide for safe egress from the site. 1 5.3 Intersection Capacity Analysis Capacity analyses for both signalized and unsignalized intersections were conducted using Synchro 1 Professional Software,version 9.0. In discussing intersection capacity analyses results,two terms are used to describe the operating condition of the road or intersection. These two terms are volume to capacity ratio(v/c)and level of service(LOS). The v/c ratio is a ratio of the volume of traffic using an intersection to the total capacity of the intersection(the maximum number of vehicles that can utilize the intersection during an hour). The v/c ratio can be used to describe the percentage of capacity utilized by a single intersection movement,a combination of movements,an entire intersection approach,or the intersection as a whole. LOS is a measure of the delay experienced by stopped vehicles at an intersection. LOS is rated on a scale from A to F,with A describing a condition of very low delay(less than 10 seconds per vehicle), and F describing a condition where delays will exceed 50 seconds per vehicle for unsignalized intersections and 80 seconds per vehicle for signalized intersections. Delay is described as a measure of ,». \\ripzl\projectrlata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDl.doca 6 i FUSS&O'NEILL driver discomfort,frustration, fuel consumption,and lost travel time. Therefore,intersections with longer delay times are less acceptable to most drivers. LOS is generally used to describe the operation(based on delay time) of both signalized and unsignalized intersections,while v/c ratio is applied to signalized intersections only. These definitions for v/c ratio and LOS,as well as the methodology for conducting signalized and unsignalized intersection capacity analyses,are taken from the"2000 Highway Capacity Manual"published by the Transportation Research Board. In discussing two way stop controlled unsignalized intersection capacity analyses,LOS is used to provide a description of the delay and operational characteristics of the turns from the minor street (stop sign controlled) to the major street,and turns from the major street to the minor street. Through vehicles are not delayed by the minor street and do not experience delay,therefore they are not rated with a level of service. Using the above referenced methodologies,weekday AM and PM peak hour capacity analyses were conducted at the following signalized intersections: • Route 30(Oakland Road) at Felt Road Weekday AM and PM peak hour capacity analyses were also conducted at the following unsignalized intersections: • Route 30 (Oakland Road) at existing Berry Patch driveway • Oakland Road at Berry Patch 3 (proposed site drive) • Felt Road at existing Berry Patch driveway Tables No.3 and 4 of Appendti cA present a summary of the levels of service at the unsignalized and signalized intersections, for both Background and Combined Conditions traffic volumes. Copies of the analysis worksheets can be found in Appendices C and D,for the weekday AM and PM peak hours 1 respectively. The determination of the traffic impact from the proposed development is made through a comparison of the Background Conditions LOS (without the proposed development)versus the Combined Conditions LOS (with the proposed development). The analysis indicates that the existing signalized intersection of Oakland Road at Felt Road operates efficiently at LOS A in the peak hours and will continue to do so with the addition of the development traffic. In addition,all turn movements operate efficiently at LOS A during the peak hours at the two existing Berry Patch driveways and will continue to do so in the Combined Condition. At the proposed Berry Patch 3 site driveway intersection,turns into the site from Oakland Road are projected to operate efficiently at LOS A while vehicles exiting the site will experience acceptable LOS C operations in both peak hours. 5.4 Queue Analysis 100 \\ripzl\projectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT STUDY.docx 7 FUSS&O'NEILL Background and Combined Condition 95th percentile (design)queue lengths were reviewed at each 1 intersection in the study area.The 95t''percentile (design)vehicle queue lengths represent the maximum queue lengths that can be expected at each of the critical approach lanes of the study area intersections. The queue lengths are provided in the Synchro capacity analysis worksheets,which are located in Appendix C and D_ Tables S and 6 of Appendix provide a summary of the queue lengths for the critical lanes at each intersection. The queue analyses for the three intersections on Oakland Road indicated that any queue increases from the Berry Patch III development traffic would be minimal in the Combined condition peak hours. The typical queue length on Oakland Road for vehicles turning left into the site is expected to be one vehicle or less during the peak hours,with a similar queue exiting the site driveway. Given the volume of traffic on Oakland Road during the peak hours,through traffic will experience minimal delay due to the 1 vehicles turning into the development. A review of guidance for left turn treatments in the CTDOT Highway Design Manual revealed that provision of a left turn lane or bypass width for vehicles turning into the site was not warranted based on the projected site generated traffic volumes and existing traffic volumes on Oakland Road.Within the site,there is adequate storage to accommodate any queues that may occur during the peak hours. 6 Conclusions & Recommendations The purpose of preparing a Traffic Impact Study is to identify the impact of the proposed development's site generated traffic. The study efforts have indicated that the proposed development will generate 42 new entering and exiting trips in the AM peak hour,and 61 new entering and exiting trips in the PM peak hour. Capacity analysis indicates that the existing signalized intersection of Oakland Road at Felt Road ' operates efficiently at LOS A in the peak hours and will continue to do so with the addition of the development traffic. In addition,all turn movements operate efficiently at LOS A during the peak hours at the two existing Berry Patch driveways and will continue to do so in the Combined Condition. At the proposed Berry Patch 3 site driveway intersection,turns into the site from Oakland Road are projected to operate efficiently at LOS A while vehicles exiting the site will experience acceptable LOS C operations in both peak hours. The queue analyses for the three intersections on Oakland Road indicated that any queue increases from the Berry Patch III development traffic would be minimal in the 2018 Combined condition peak hours. Queue increases are anticipated to be one vehicle length or less throughout the study area. The crash history within the study area indicates no abnormal crash patterns or frequencies.The ' available sight distance in both the easterly and westerly directions from the proposed site driveway exceeds the minimum required by the CTDOT Higbnay Design Manual and will provide for safe egress from the site. Based on the results of the foregoing analysis,it is the professional opinion of Fuss&O'Neill,Inc.that the proposed development will not have a significant impact to traffic operations within the study area and the proposed Berry Patch 3 driveway will provide safe and efficient site access and egress. 100 \\ripzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx 8 FUSS&O'NEILL Appendix A Tables ' \\ripz 1\proiectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,eox 0 FUSS&O'NEILL Table 1 Peak Hour Site Generated Traffic Volumes Berry Patch 3 South Windsor, Connecticut 78 Unit Apartment Complex Total Trips Trips Entering Trips Exiting Weekday AM Peak Hour 42 8 34 Weekday PM Peak Hour 61 40 21 Note: Trip generation based on Rate per Land use Code 220 (Apartment),as published in TrO Generation, 9111 Edition,2012. \\ripzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT'STUDY.docx ion r rr r r r r r r r r r r rr rr r■ r r r r 0 FUSS&O'NEILL Table 2 Intersection Crash Data Summary Berry Patch 3 South Windsor, Connecticut Crashes Per Year Intersections/Road Segments 2013 2014 2015 Average/Year Route 30 (Oakland Road) at Felt Road 7* 2 4 4 Route 30 (Oakland Road) 500 feet west of proposed 1 0 1 1 site driveway to Felt Road *Values indicated are number of crashes within 200 feet of the intersection during time period shown. Data provided by the Connecticut Department of Transportation and/or the Town of South Windsor Police Department through the UCONN Crash Data Repository. \\ripz 1\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,aox FUSS&O'NEILL Table 3 Unsignalized Intersection Level Of Service Summary Berry Patch 3 South Windsor, Connecticut 2018 AM 2018 PM Two-Way Stop Controlled Intersections Peak Hour Peak Hour (Critical Movements) Background Combined Background Combined Route 30 (Oakland Road)at Berry Patch A* A A A Eastbound Right A A A A Westbound Left A A A A Route 30 (Oakland Road) at Berry Patch III N/A A N/A A Westbound Left N/A A N/A A Northbound Approach N/A C N/A C Values indicated are critical movement Level of Service(LOS) \\upzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STLTDY.docx ,00x 0 FUSS&O'NEILL Table 4 Signalized Intersection Level of Service Summary Berry Patch 3 South Windsor, Connecticut 2018 AM 2018 PM Signalized Intersections Peak Hour Peak Hour Background Combined Background Combined Route 30 (Oakland Road) at Felt Road 0.49/A* 0.50/A 0.58/A 0.61/A *Values indicated are intersection v/c Ratio/LOS \\ripzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,wx 0 FUSS&O'NEILL Table 5 Weekday AM Peak Hour Queue length Summary Berry Patch 3 South Windsor, Connecticut 2018 Background 2018 Available Intersection Approach lane Queue Combined Queue Storage Route 30(Oakland Road) at Felt Eastbound 75 Feet 75 Feet 500+ Feet Road Westbound 155 Feet 155 Feet 500+ Feet Northbound 10 Feet 10 Feet 200+Feet Southbound 65 Feet 65 Feet 500+ Feet Route 30(Oakland Road) at Southbound N/A 0 Feet 500+ Feet Berry Patch III(Site Drive) Northbound N/A 0 Feet 500+ Feet Eastbound N/A 10 Feet 200+Feet Route 30(Oakland Road) at Berry Patch Driveway Northbound 0 Feet 0 Feet 500+Feet NOTE: Values indicated represent 95d,percentile(design)vehicle queue lengths. Values are rounded to the nearest 5 feet. \\tipzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,uon FUSS&O'NEILL Table 6 Weekday PM Peak Hour Queue length Summary Berry Patch 3 South Windsor, Connecticut 2018 Background 2018 Available Intersection Approach lane Queue Combined Queue Storage Route 30(Oakland Road) at Felt Eastbound 195 Feet 205 Feet 500+Feet Road Westbound 115 Feet 120 Feet 500+ Feet Northbound 40 Feet 40 Feet 200+Feet Southbound 65 Feet 65 Feet 500+ Feet Route 30(Oakland Road) at Southbound N/A 0 Feet 500+ Feet Berry Patch III (Site Drive) Northbound N/A 5 Feet 500+ Feet Eastbound N/A 10 Feet 200+Feet Route 30(Oakland Road) at Northbound Berry Patch Driveway 0 Feet 0 Feet 500+Feet NOTE: Values indicated represent 95f percentile(design)vehicle queue lengths. Values are rounded to the nearest 5 feet. \\ripzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx +oax t FUSS&O'NEILL Appendix B Figures \\ripzl\projectdata\Pl997\97146\T82\Tiaffic\TRAFFIC IMPACT STUDY.docx ,aox Fie Path:JADWG1P97T97146\T821CiAftTraffic Figures11997146T82_TVF01.dwg Layout:LOCUS Plotted: Wed,October 12,2016-8:29 AM User:dkurowski MS VIEW LAYER STATE:OCUS MAP Plotter:DWG TO PDF.PC3 CTB File:FO.STB G O N 3 m ' �S <x" <x 1If Ao mxo sb� 1 STREET ~� c LA L Q o M O CO RQ IMINII'Y � O 'r� My Y� L 0 ROAD y ROpD Hl1CKLAND R80Qfl' PETERS fN i' a WAY X a SEI.E DR _ cli;:-30 D S /!T DRIVE qp sco�prt FQT R4 b "� f xT ^ of RIDGE ROADb r r tC O ,,� TtNBfq A ,p�D TRA1L 1DS A T w C 'are o b � d y O C7 RAF �blpD � f SLATER STipEEr cZi FQSTER � � n r c N W A� y O or u'r t 38(58) 551(404) m n r 487(384) �AKLAN j1(2) 40 +%WC10(23) e 30 )) READ 308T 0)-► 27142(87 h 3 ))� J(12 7 N� m } o 0 m W J d m LL L ` U cc O a 12 QI LL FF a NO ° BERRY v + Z PATCH 7(t7 �, f ; 0(1�Z OO N x 'a w 5 .= n D FU O w m F ffi w s XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) U SCALE: PROJ.No.:199714ST82 VER.:r=,000 METRO REALTY GROUP,LTD DATE:OCTOBER 2016 DATUM: i• (�.J�1�,�jlj, HORZ: 2016 EXISTING CONDITIONS VERT.: 0 146 HARTFORD ROAD M' FIG. 2 MANcNFFR cor�rEcrtcv�ro64o o G 960.646.2469 BERRY PATCH 3 LL GRAPMSCAMSOUTH WINDSOR CONNECTICUT 0 60) --563(413) m—00 �-497(392) 0AK�.AND ,C2(3) � + 11(24) ROAD so m 315(4(l 280((5812 - h au m 3 10(137, noo N m J o Z G lL (Y U s a M7 O ° BERRY 0 + 0 o PATCH 8(18)J � f Y o Q(2 3 oir) m 5 pT J 1- I m m U � O W � Q m y 2 K Y s XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) U SCALE: PROJ.No.:1997146T82 HORZ:1"=1000 METRO REALTY GROUP,LTD DATE:OCTOBER 2016 VERT.: F !ww&O w DATUM: 0L4-,Vi�`7V` HDRz: 2018 BACKGROUND CONDITIONS o VERT.: 146 HARTFORD ROAD MANCHESTER,CONNECTICUT%W FIG. 3 3 0 860.W2$69 BERRY PATCH 3 LLGRAFMC SCALE SOUTH WINDSOR CONNECTICUT �X t r 563 413) r 567(431) ���o r 00(406) DAKLAND SD S4(18S r2(3) + 11(24) RDAD 319((610 -► 0 330(601 �► 16(91 ? h d(223 0 4(1831 29 19 0 �► 137 �o d Z - IL a U � U O m c, �fCr M a BERRY + Z PATCH 8(t8 �. m 0(2; . oin O U 5 m u m � O w a N L" W Y s XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) fJ m � SCALE HORz.:V=1000• METRO REALTY GROUP,LTD PROD.No.:tesT14sT6z VERT.: �T ^ DATE:OCTOBER 2016 g DATUM: iVW&^WMI HORZ.: 2018 COMBINED CONDITIONS o VERT.: 0 146 HARTFORD ROAD MANCHESTER,CONNECnCUT 06M FIG. 6 0 860.646.2469 BERRY PATCH 3 awww.Endo— LL g GRAPM SCALE SOUTH VANDSOR CONNECTICUT FUSS&O'NEILL Appendix C Intersection Capacity Analysis Worksheets 2018 Background Traffic Volumes Weekday AM Peak Hour i t 1 1 1 \\fipz l\projectdftta\P 1997\97146\T82\Traffic\TRAFFIC IMPACT SI'[JDl.docx ,eo„ Berry Patch III Background Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) AM Peak Lane Configurations -6 r_z�' (_. ..'�C Future Volume(vph) 7 0 10 65 8 64 13 280 10 11 497 39 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fit Protected 0.979 0.977 0.998 0.999 Setd Flow=(Rtot)' . . t) 1081 _ 0 0 70 0 0 Fit Permitted 0.898 0.840 0.974 0.992 Setd Flow.(perm) 0 1042 1$05 Right Turn on Red Yes Yes Yes Yes SOtd 1=1d�Y(CtT9 ) _ 1 00 4:; 9 Link Speed(mph) 30 30 30 30 L. 740.1. 630 655 Travel Time(s) 8.3 16.8 14.3 14.9 Peak our Factor 0.92' '0V' = "0.02 0:92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 8 0 11 71 9 70 14 304 11 12 540 42 Shared°t ah Iroffio,(%) Lane Group Flow(vph) 0 19 0 0 150 0 0 329 0 0 594 0 Enter BlcOed Intersection No No No No No No No No No; No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median:Width(ft) 0 0 0 ;0 Link Offset(ft) 0 0 0 0 Coosswalk'Width(ft) 16 16 16 16 Two way Left Turn Lane Hea4ayf-aq;tpr , 1.00 .1.00 1.00 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Deteotor.1 Position(ft)_ 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CItEx CI+Ex CI+Ex GI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1'Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector l Delay`(s) 00 0.0 0.0 0.0 0.0 0.0 00 00 Detector 2 Position(ft) 94 94 94 94 Detector 2 SiZe(ft) 6 6 6 6 ' Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel` Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type; Perm NA Perm NA Perm NA Perm NA' Protected Phases 4 4 2 2 Permitted Phases 4 2 2 ' Detector Phase 4 4 4 4 2 2 2 2 Switch Phase Minimum Initial(s) 7.0 7.0 7.0 7.0 20.0 20.0 20.0 20.0 F:\P1997\97146\T82\Traffic\Synchro\2018 Background AM.syn Synchro 9 Report DAK Page 1 Berry Patch III Background Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) AM Peak Lane Configurations 4* TWO,�Er c Wbvaj s 10 Future Volume(vph) 7� p/��0 10 65 8 64 13 280 10 11 497 39 .. I � . ► 00 . � ._ {1ww _00 '9bQ Total Lost time(s) 4.0 4.0 5.0 5.0 Frt 0 92 0.94 100 0.99 (t RteSrted Q98 06 Ir00 11 Satd.Flow(prot) 1682 1705 1850 1843 FWetfid.. xOi6 Satd.Flow(perm) 1542 1466 1806 1831 PekhutFector,PWF 0$2 0$t U9 . '.0 92 0 92 0 92 0 92 0�92 ' b 9 �9 02 0;92 Adj.Flow(vph) 8 0 11 71 9 70 14 304 11 12 540 42 i2bf fteduation,(vph) D 16 Q Q " . : ti5. .: , Q l):. 2 0' t). 8 0 Lane Group Flow(vph) 0 3 0 0 95 0 0 327 0 0 591 0 tum Type_ Perm a+lA f?entt NA .. Perm : tJA Perm NA- Protected Phases 4 4 2 2 Permitted Phasea 4 4 2 2; Actuated Green,G(s) 6.7 6.7 26.1 26.1 .Q." ivo Green,�g(sp 6 7 6.7 26.1 26:1 Actuated g/C Ratio 01..16 0.16 0.62 0.62 Clearance fiime'(s) ,4 0 4.0 5.0 ti 0 Vehicle Extension(s) 1.5 1.5 3.0 3.0 Lene Qrp ep(vPn): .4 , 234: 1127 : . .1143 . v/s Ratio Prot v/s Rfio Perm t).00 c0.06 0.18 c0.32 v/c Ratio 0.01 0.40 0.29 0.52 Uniform Delay,d1 18 15,8 3.6 4:4 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay,d2 0 0 0.4 0.1 0 4 Delay(s) 14.8 16.2 3.7 4.7 Level of Service B B A A Approach Delay(s) 14.8 16.2 3.7 4.7 Approach.4 OS. 13. B , A p HCM 20n0ntroi l�eley 6, HCM000 Level"of Service A HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length(s) 41.8 Sum`of lost-tirne(s) 9.0 Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group 1 F:1P19971971461T821Traffic\Synchro12018 Background AM.syn Synchro 9 Report DAK Page 3 Berry Patch III Background Conditions 7: Rte. 30 (Oakland Rd.) & Berry Patch II AM Peak Lane Configurations "fiiX_�5' d1� ,. Ya} .... .. Futuure Volume(Veh/h) {}�0 0 2 563 315 4 Grade 0% 0% 0% 0;�' Qt�� 0�p Hourly flow rate(vph) 0 0 2 612 342 4 Lane Width(ft) W�Ikmgl 'd Percent Blockage glgh(tum,ff�r�(v�h). - ' Median type None None l\llediatl sfd�Og�v�h) _ . Upstream signal T.) 630 pX,platoon pn 0.86 vC,conflicting volume 960 344 346 vC1;$tage11 conl.vol vC2,stage 2 conf vol vCu,unblocked vol _ 873 344 346. tC,single(s) 6.4 6.2 4.1 tC,2 stagy(s) tF(s) 3.5 3.3 2.2 p0 queue free 0 100 Ili cM capacity(veh/h) 276 699 1213 Volume Total 0 614 346 Volume'Left 0 2 0 ' Volume Right 0 0 4 cSH 1700 12-13 1700 Volume to Capacity 0.00 0.00 0.20 Queue Length 95th(ft) 0 0 ' 0 Control Delay(s) 0.0 0.0 0.0 Lane.LQ5 A p Approach Delay(s) 0.0 0.0 0.0 Approach;LOS `A A,vera9#11olay 0, Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period(min) 15 F:\P1997\97146\T82\Traffic\Synchro\2018 Background AM.syn Synchro 9 Report DAK Page 2 Berry Patch III Background Conditions ' 10: Berry Patch & Felt Road AM Peak --* --t T Lane Configurations Future Volume(Veh/h) 8 0 0 3 0 3 - Grade 0% 0% 0% ' K klattr Ff;t�r N Q ? 0.92 Of t1$2 tl 92 Hourly flow rate(vph) 9 0 0 3 0 3 Lane Width(ft) Percent Blockage Right tum'�flare�ve�) - _ ' Median type None None Maen sfQr��e v�h) Upstream signal(ft) 367 pX,platen unbi�ketl � , vC conflicting volume 4 2 3 vC1,stage`.1 cof�fwol . vC2,stage 2 conf vol vCu,unblocked Vol.= 41 2 3. . tC,single(s) 6.4 6.2 4.1 tC,2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue 0-0/41 M. 100 1Q. cM capacity(veh/h) 1017 1083 1619 Volume Total 9 3 3 Volume Left 9 0 0 1 Volume Right 0 0 3 aSH 1011 1619 1100 Volume to Capacity 0.01 0.00 0.00 Queue Length 95th(ft) '0 0 Control Delay(s) 8.6 0.0 0.0 Lane LOS A Approach Delay(s) 8.6 0.0 0.0 Approach LOS A Ayeraga{play �1z F;- Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period(min) 15 F:\P1997\97146\T82\Traffic\Synchro\2018 Background AM.syn Synchro 9 Report DAK Page 4 0 FUSS&O'NEILL Appendix ppe dix C ' Intersection Capacity Analysis Worksheets 2018 Combined Traffic Volumes ' Weekday AM Peak Hour ' \\ripzl\pfoiectdata\P1997\97146\"2\Traffic\TRAFFIC IMPACT STUDY.docx Berry Patch III Combined Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) AM Peak 4 ►J 1� ' Lane Configurations 4 Future Volume(vph) 7 0 10 65y7 8 65 ��16 292 y 10 11 500 39 Lane Util Factor 100 1.`0�j0j 1.00 100 100 100 100 100 100 100 100 100 At Protected 0.979 0.977 0.9998 0.999 t : 1t0.F�4 (RIt). :�•. 0 1 '�. Q ` 0 .. : ` 0,.. Q_ 10 Flt Permitted 0.902 0.841 0.968 0.992 /y� A }�s 5_ .../3 st { Ir1R�,'S!l3` 06 T i1VV, 4 SISYG. Q Right Turn on Red Yes Yes Yes Yes ' Link Speed(mph) 30 30 30 30 Travel Time(s) 8.3 16.8 14.3 14.9 ' Peak F iott �ktP 0.92 0.9 092 0 9� t),Q O,g2 ;0.92 0 0 Adj. Flow(vph) 8 0 11 71 9 71 17 317 11 12 543 42 Lane Group Flow(vph) 0 19 0 0 151 0 0 345 0 0 597 0 itihr(�Icxed Irrtdrition No No :_'Na" No` No Nb•" .Igo No Np;> No No f Vo Lane Alignment Left Left Right Left Left Right Left Left Right Left_ Left Right Link Offset(ft) 0 0 0 0 Two way Left Turn Lane Headwaq ty {or 1.Q0 '1.00 1A0 1:00 1;00 1:00 1.00 1.00 1,00".`,. 1.Q03 1.04. : "1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 NU)ntt-of"C4teatOf 1 2". „ 1 2 1 2: 1' . Detector Template Left Thru Left Thru Left Thru Left Thru kedlhget�ctor(ft) 20 100 ... 20 e, 100 20 100 20'" " 100 ; Trailing Detector(ft) 0 0 0 0 0 0 0 0 Dectr.1:P4sitiof(ft) ` 0 0. 0- 0 b 0 p: d ' Detector 1 Size(ft) 20 6 20 6 20 6 20 6 A to t r lY CI+EX CI+fix . .CI+Ex . Cl+EX CI+Ex CI+Ex :' I Cx' CI±IrX Detector 1 Channel bet s 1 ten :(s)" 0.0 0 0 0.0 0.0 0.0 0.0 -o.0 o:r ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 q 06 b y( > ad` ,0 0 , o.o o.o o.o o.o o:o o:o Detector 2 Position(ft) 94 94 94 94 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex �et�ttd12' hannel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 ' Tur~i tyke ' Perin tJA Perm `'NA Perm NA Perm NA Protected Phases 4 4 2 2 PQnittsd- 2- Detector Phase 4 4 4 4 2 2 2 2 Minimum Initial(s) 7.0 7.0 7.0 7.0 20.0 20.0 20.0 20.0 ' HP19971971461T821Traffic\Synchro12018 Combined AM.syn Synchro 9 Report DAK Page 1 Berry Patch III Combined Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) AM Peak tf-% *'�' 4\ ' Lane Configurations +4 Future Volume(vph) 7 0 10 65 8 65 16 292 10 11 500 39 Total Lost time(s) 4.0 4.0 5.0 5.0 Iif'di � 1 Q.0iOD 9i0D_ NQO Frt 0.92 0.94 100 0.99 Fft` "tpptd Satd. Flow(prot) 1682 1704 1850 1843 0. Satd.Flow(perm) 1548 1466 1795 1831 l ei k lip r n{or,PWF` 0:92 d)9$ D� Q 82 0_ �2 0 92° Q,92 0 02 �92 . O 2 -A :92 Adj. Flow(vph) 8 0 11 71 9 71 17 317 11 12 543 42 IzTOR Rlustion{vph) 0 =16 0 0 0 . 0 2' 0 4 a) Lane Group Flow(vph) 0 3 0 0 95 0 0 343 0 0 593 0 Tuet�y�e t�errn NA PHmi NA..' perei A' Protected Phases 4 4 2 2 Fermitt-d:Pijdces .4 _ _ 4 2. 2 Actuated Green,G(s) 6.6 6.6 26.5 26.5 (=ffeetive Preen;g.(s) ti 6 6:6 26.5 26.5 Actuated g/C Ratio 0.16 0.16 0.63 0.63 C( ran eaoe°Time(s);' 40 4.0 5.0 5.0 ' Vehicle Extension(s) 1.5 1.5 3.0 3.0 no ��29 11$9 1152 . v/s Ratio Prot v/s Ratio"Perrri 00.06 0.19 c0.32 v/c Ratio 0.01 0.41 0.30 0.51 Uniform Delay,d1 : 150 16,0 3.6 43 Progression Factor 1.00 1.00 1.00 1.00 ' Incrementdl.Deloy,;d2 10 0*1 0.2 �0.4 Delay(s) 15.0 16.4 3.7 4.7 Level of Service B B A A Approach Delay(s) 15.0 16.4 3.7 4.7 Approach tpS i B A ' A ' HAM 2000 Control=t�lny �1 h�M:'29b0 level of Service A HCM 2000 Volume to Capacity ratio 0.49 Actuated Cydle Length(s), 42.1 Sum of lost time(s) '9.0 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis period(min) 15 c Critical Lane Group 1 F:1P19971971461T821TrafficlSynchro12018 Combined AM.syn Synchro 9 Report DAK Page 3 Berry Patch III Combined Conditions 7: Rte. 30 (Oakland Rd.) & Berry Patch AM Peak ' Lane Configurationstx Future Volume(Veh/h) 0 0 2 567 330 4 - Grade (�`u(q����*g 0%// {� 0�% y}0% yy P �5S�9.f:�!) 'k�ac, Hourly flow rate(vph) 0 0 2 616 359 4 Lane Width(ft) Percent Blockage ' Median type None None Upstream signal(ft) 630 pX,platoo(t unbl8ked A,86 vC,conflicting volume 981 361 363 vC1,sage:d iotlf,vol vC2,stage 2 conf vol vCu,unbiock�ii'vol 89861 Q3,. tC,single(s) 6.4 6.2 4.1 too 2 sage.(s) ' tF(s) 3.5 3.3 2.2 p0:queued 1Qp 1ZL 0, cM capacity(veh/h) 267 684 1196 ' Volume Total 0 618 363 Volume Left= A 0. ' Volume Right 0 0 4 eSH 1700 1190 100 Volume to Capacity 0.00 0.00 0.21 Queue Length 95th(ft) 6 -0 =`'0= Control Delay(s) 0.0 0.0 0.0 Lame LQS A Approach Delay(s) 0.0 0.0 0.0 ' Approach` OS A OR�ge b�laj► . �.� s Intersection Capacity Utilization 34.8% ICU Level of Service A Analysis,Period(min) `1S . . ' F:1P19971971461T821Traffic\Synchro12018 Combined AM.syn Synchro 9 Report DAK Page 2 Berry Patch III Combined Conditions ' 9_ Berry Patch 3 & Rte. 30 (Oakland Rd.) AM Peak enk Lane Configurations � �� .��..; ... ���t . !��2:5�ir� ��' '``i.�2'ffi t d .7y�ixtY"� �{?�+.' , , r�i`�x.,'J2st�� �}Y.. .�,t. ... .�s•�aa�` ��`E#�'y' Futur�e Volume(Veh/h) 319 4 4 563 19 15 p Grade y 0(y%`�Jyj j�(n► ]� A0{{�% 0((%+g� (y ' ,J ,12411t Y t �1 S71i7�q s- 55[.i f+X•X } `�.9 4 �.Y�'t at..F -r & +s :c 3 Hourly flow rate(vph) 347 4 4 612 21 16 f yp t• �y 2A5.Y.3.-� T f,A � { 5.: - { .e 13 `k �):L y 4 �L�ayn((ep�Width (M Percent Blockage AWL,ufitYa ' Median type][] None None Upstream signal(ft) 1026 vC conflicting volume 351 969 349 vC2,stage 2 conf vol unblck1,y4151 943 849 .: tC,single(s) .4.1 6.4 6.2 Ctge�{ ) tF(s) 22 35 33 cM capacity(veh/h) 1208 277 694 Volume Total 351 616 37 Volume Left 4 ' Volume Right 4 0 16 aSH' 17,06 1208 ' Volume to Capacity 0.21 0.00 0.10 Que46`Length 85th(ft) 0 0 8 Control Delay(s) 0.0 0.1 15.7 Lane Approach Delay(s) 0.0 0.1 15.7 ' Ahpi�aott SUS t✓. ..„ Intersection Capacity Utilization 42.8% ICU Level of Service A Analysis§f�eriod{rnin) 15 ` ' F:\P1997\97146\T82\Traffic\Synchro\2018 Combined AM.syn Synchro 9 Report DAK Page 4 Berry Patch III Combined Conditions ' 10: Berry Patch & Felt Road AM Peak t 1 ' Lane Configurations 4 '+ �lrF�AF�7l��� .._ -:.. .��°t� e_. _e`� �n:��S7c✓'��`�� t - .� r a` �� ,�:,` �},�.. _ -� g.. ��{� 9°,�";"�.? Fsuturje�j Volume(Veh/h) 8 0 0 3 0 3 Grade T{ 0% 0% 0% 0At Hourly flow rate(vph) 9 0 0 3 0 3 Par Lane Width(ft) Percent Blockage ' Median type None None Upstream signal(ft) 367 p��l�l�ts�on u�iblo�lcad ., vC conflicting volume 4 2 3 v01,sty 1,ionf vol vC2,stage 2 conf vol ' vQu,unk�locked'vo[ 4 � 3 tC,single(s) 6.4 6.2 4.1 tF(s) 3.5 3.3 2.2 cm capacity(veh/h) 1017 1083 1619 Volume Total 9 3 3 Volume heft Volume Right 0 0 3 - - 684 1017 < 1619 1700 Volume to Capacity 0.01 0.00 0.00 Queue Lengkh 05th eft) 11 0 0 ' Control Delay(s) 8.6 0.0 0.0 Lane LOS ' +.A Approach Delay(s) 8.6 0.0 0.0 ' Ap13660h AVetg Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis'Pericf.(mlh) 15 ' F:\P1997\97146\T82\Traffic\Synchro\2018 Combined AM.syn Synchro 9 Report DAK Page 6 1 0 FUSS&O'NEILL 1 Appendix D ' Intersection Capacity Analysis Worksheets 2018 Background Traffic Volumes Weekday PM Peak Hour 1 ' \\iipzl\projectdata\P1997\97146\T82\Traffic\TRAFFIC IMPACT STMY.docx Berry Patch III Background Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) PM Peak I T f* f Lane Configurations c* 4+ � kn �ia pFuture V''yWo�y``lume(v h) �y(�y2��(4' }��}�JJ��,1((��1 33 58 Y '�65 49 89 512 13 24 392 60 S.# �43 +.�t r•g3 ,g 1; ;tCCR@ i-r. � `�t: � b` X -tS ��, ��pp77z? i++yy�,1p', Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 az,•;.. At Protected 0.983 0.975 0.993 0.997 At Permitted 0.893 0.827 0.871 0.959 451 . ,2 9 � . ''. .`s -,E . 11 0" Right}Tum o�nj Red Yes Yes $� Yes !�Q Yes 001"O,�(�rl Alt L}{i`npk Speye�ydmp�[h1) 300� yy430 /nG30 30 t•:± I �fA_\t'<. r .- C .W''. ... .. •s1b t k t Y � 1 ..�.+.."f. 5f.:: .'., ..-•. 1. Travel Time(s) 8.3 16.8 14.3 14.9 pHulO�tot 0;82 092 Q92 0:92 ` O:Q 08 13 9 6 172 Adl Flow(vph) 26 12 36 63 7 53 97 557 14 26 426 65 Lane Group Flow(vph) 0 74 0 0 123 0 0 668 0 0 I rit r Bior k`�d Intete lon' . Q . .. 517 0 A oN3 N No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Me�l�rt 1►1t%�1t(PI) �, . . Q 0 0 `. � . Link Offset(ft) 0 0 0 0 4 ft? �Ijl ►( )F,t s 10 16,.. 1b; A 16 Two way Left Turn Lane F1e YI*0c�t� 1.00 1,Q0 :1A0 fiOb 100 10 1.00 1.00 100° 1:00 Turning Speed(mph) 15 9 15 9 15 9 15 9 NiOheer ofietap 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru t�ead�ng Qet�otor,0 :. 20 1QQ ��' 100, 20 100. ', �0 Trailing Detector(ft) 0 0 0 0 0 0 0 0 �sitlbn(ft) 0 0 0 .0 0 0 -0;. 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 - Qtt 1YI CI+Pk Cltc �31+ xr GI.+ CI+fix . CI+fixIx I* . Detector 1 Channel Rf 1 ;sctepd(s) 00 9=0 0 0. 010. 0.0 0.0 0,0 00 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0et t � aleY,( j. o,o p 0,0 b.o o:O b.o; '0 6,` 0. , Detector 2 Position(ft) 94 94 94 94 I�eteotor "Siz4(ft) 6. 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2`Chahnel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Tum Typo Perm �NA Perm_ ` NA Perm NA perm NA.. Protected Phases 4 4 2 2 4?e)rtntt `kltses 4 4 2 ; Detector Phase 4 4 4 4 2 2 2 2 60ch Rtiise Minimum Initial(s) 7.0 7.0 7.0 7.0 20.0 20.0 20.0 20.0 F:\P1997\97146\T82\Traffic\Synchro\2018 Background PM.syn Synchro 9 Report DAK Page 1 Berry Patch III Background Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) PM Peak Lane Configurations , , , tt ON Future Volume vph) 24 11 33 58 6 49 89 512 13 24 392 60 Total Lost time(s) 4.0 4.0 5.0 5.0 r. ` - Frt 0.93 0.94 100 0.98 2-..X'..i.. .. � �� ff a ..Y .,.� t �_ 1 . u.$•.�`F.�.ld?5.. _. �� h' � 4., z_sE.. 4Za' r`' t�.�x�Xes-� � . . ,.. .�Syyaid. Flow( rot) 1710 q 171-y�1c� 1844 1827 1 Satd.Flow(perm) 1554� 1450 1618 1757 jA�ddt �{Flow(v�7gp�h})g 26 12 36 6(3� !�7 53 9/7� 557 1�4j 26 426 65 Lane Group Flow(vph) 0 43 0 0 N81 0 0 667 0 0 509 0 Protected Phases W �4] 4 2 2 Actuated Green,G(s) 6.7 6.7 32.3 32.3 Actuated g/C Ratio 0.14 0.14 0.67 0.67 Vehicle Extension(s) 1.5 1.5 3.0 3.0 v/s Ratio Prot v%;3 too P�trit f 03 a ,Q All 0 9 v/c Ratio 0.20 0.40 0.61 0.43 Ur WOO t i y d9` 1 .$ 4. s6 Progression Factor 1.00 1.00 1.00 1.00 Delay(s) 18.4 19.3 5.4 3.9 Levu, f-SOM06 B: A A Approach Delay(s) 18.4 19.3 5.4 3.9 Ap tp aha 0-s Hftfay �;F 6{ HMv�10) lee ._x`. .... : . HCM 2000 Volume to Capacity ratio 0.58 Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis per)od.(Min) 15 c Critical Lane Group F:\P1997\97146\T82\Traffic\Synchro\2018 Background PM.syn Synchro 9 Report DAK Page 3 Berry Patch III Background Conditions 7: Rte. 30 (Oakland Rd.) & Berry Patch PM Peak Lane Configurations Future Volume(Veh/h) 0 0 3 413 592 18 S r Grade.. _ 0% 0% 0% .. Q �*Jk2�����f-":Hourly flow rate(vph) 0 0 3 449 643 20 (�dNN Lane Width(ft) AM Pey�rtc{}ent Blockage l Median type None None Upstream signal (ft) 1'jH^J 630 vC,conflicting volume 1108 653 663 r vC2,stage 2 conf vol uCu,u�iiil �td vol; 63 tC,single(s) 6.4 6.2 4.1 tF(s) 3.5 3.3 2.2 p qu�u� �� h 100 1U0 1;OQ cM capacity(veh/h) 231 467 926 Volume Total 0 452 663 Volume l,eit Volume Right 0 0 20 i IDS H Volume to Capacity 0.00 0.00 0.39 Control Delay(s) 0.0 0.1 0.0 t:ane,Lo�j A A Approach Delay(s) 0.0 0.1 0.0 Ap �ttech NOS A. rac,. ,se ixz r r g Intersection Capacity Utilization 35.6% ICU Level of Service A Analysis period F:\P1997\97146\T82\Traffic\Synchro\2018 Background PM.syn Synchro 9 Report DAK Page 2 Berry Patch III Background Conditions 10: Berry Patch & Felt Road PM Peak ``i •1 t 4 Lane Configurations '000'-f wWIN 5 Future Volume(Veh/h) 18 2 0 5 3 11 �.P'i,� �s� _�Y=�i_ 1:- � �I� .. .-.:µ{ .t>�.� � �]�u"n � „j k. N�,.}t .{��'•�......_`��� � �.'+ __�`�3.`��`,. ;#� 1 ....�-"f �tY:_:.f' _...�.r. Grade 0% yy/y Q /�0{$�% 0% Hourl,ayflp1 v rate(vph) 20 2 0 5 3 12 Lane Width(ft) r+ Percent Blockage Median type None None Upstream signal(ft) 367 vC,conflicting volume 14 9 15 vC2,stage 2 conf vol vCu,yYt>il �col 14 tC,single(s) 6.4 6.2 4.1 tF(s) n 35 3.3 22 00 ueue;. %� 98 100 b0 cM capacity(veh/h) 1005 1073 1603 Volume Total 22 5 15 Volurrte Left" 0 . 0` 0 Volume Right 2 0 12 0H 1011 1�03 ' 1700 Volume to Capacity, 0.02 0.00 0.01 aielae Leath 95th'.(ft) 2 0 0 Control Delay(s) 8.6 0.0 0.0 4ana LOS-' A Approach Delay(s) 8.6 0.0 0.0 AppraOh. 4 ,�°► �Vii �Qlly .vh r r '-� `. 4s7 7M 73` Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis fiod(min) _ 15 F:\P1997\97146\T82\Traffic\Synchro\2018 Background PM.syn Synchro 9 Report DAK Page 4 0 FUSS&O'NEILL Appendix D Intersection Capacity Analysis Worksheets 2018 Combined Traffic Volumes Weekday PM Peak Hour \\ripz l\projectdata\P 1997\9714G\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,aox Berry Patch III Combined Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) PM Peak Lane Configurations 4+ 4* 4+ � � _ .. ���) •."f ?..S�� .�tz�t. �`� �,��zrv, k��'rr�k� � � r�;l�,'�,"`��.� ���.: � , � ,� •�sr Future Volume(vph) 24 11 33 58 6 53 91 519 13 24 406 60 10 - _•..`'ME ", ,�'l�i. ,4.4 +St�+2 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 � At Protected 0 983 0.976 0.993 0.998 Sattlapi _ .. Q �s i. . . OF ' ._ 0 ..., . Q- 0 At Permitted 0.890 0.835 0.867 0.960 Right Turn on Red Yes Yes Yes Yes Link Speed(m h) 30 30 30 30 Travel Time(s) 8.3 16.8 14.3 14.9 f�esk�ltsoh i).91 0,9 0 9Z 02 _ 0 92' . 0 92 ` 0 9 0 92 OR 09 Q 92 Adt Flow(vph) 26 12 36 63 7 58 99 564 14 26 441 65 Lane Group Flow(vph) 0 74 0 0 128 0 0 677 0 0 532 . . :N 0 o o :N= f f6000 Wr's. loh N h o. o Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Medi-an Link Offset(ft) 0 0 0 0 Two way Left Turn Lane l(eadYfotb� ' 1.OQ 1;OQ :1;00 1,00 100'.. '1.Q9. `'1;00 1.Q0 1.00 1A0 1.00 1.OU Turning Speed(mph) 15 9 15 9 15 9 15 9 Numw r#fateotos 1 2 2 1 2 : 9 Detector Template Left Thru Left Thru Left Thru Left Thru Leading petector(ft) 20 100" 20 00 :100 20 10Q Trailing Detector(ft) 0 0 0 0 0 0 0 0 Retecfor 9 P6sitlon(ft) 0 6 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 peteptor 1';Type. Cl+fix CI+fix CI+ X CI+Fx.r CI+Ex GI+fix '" CI+Ex CI+Ex Detector 1 Channel peteotor"1 t rid's) 0 0 0:0�'. 0.0 0 0 0.-0 0:0 0.0 0 0 Detector 1 Queue(s) 0..0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DetOWr stay fs) 00 00 0:0" 4:0... 0.0 0.0 0.0` 4Q Detector 2 Position(ft) 94 94 94 94 peteotor Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex t)eteclor 2'Ghennel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 TOO,Type ` Perin NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 2 Ni 016d 01 44:-- 2 2 Detector Phase 4 4 4 4 2 2 2 2 Swlt'h Blase Minimum Initial(s) 7.0 7.0 7.0 7.0 20.0 20.0 20.0 20.0 F:1P19971971461T821Traffic\Synchro12018 Combined PM.syn Synchro 9 Report DAK Page 1 Berry Patch III Combined Conditions 3: Felt Road & Rte. 30 (Oakland Rd.) PM Peak Lane Configurations 4* Future Volume(vph) 24 11 33 58 6 53 ry 91 519 13 24 406 60 OF i- Y S . .� ? 1"0.0 ��34 Total Lost time(s) 4.0 4.0 5.0 5.0 _ Y 0190,Ai- Fit }/ 0.93 0..3�9�]4 1J1��00 0.98 Satd. Flow(prot) 1710 1707 1844 Y 1828 Satd.Flow(perm) 1548 1461 1610 yyy 1759 Ono }y ,tea"g `FO Adj.Flow(vph) 26 12 36 63 7 58 99 564 14_ 26 441 65 AT'© dl, ff{ Ah)., 'U ;1 .,. 0 Lane Group Flow(vph) 0_ 43 0 0 82 0 0 676 0 0 525 0 Protected Phases 4 4 2 2 Actuated Green,G(s) 6.8 6.8 32.8 32.8 Actuated g/C Ratio 0.14 0.14 0.67 0.67 Vehicle Extension(s) 1.y�5�( n%1.5j 3.0 3(.00 v/s Ratio Prot v%s f� tio Petm Q,QB bQ 05 00:40 v/c Ratio 0.20 0.40 0.62 0.44 Urff4r gely4'd1 1$:5 1�.1 4.4 : Progression Factor 1.00 1.00 1.00 1.00 Inte)lthtil palsy;d2 0.2:' Delay(s) 18.7 19.5 5.5 3.9 13. . A Approach Delay(s) 18.7 19.5 5.5 3.9 WOW ay' HCM 2000 Volume to Capacity ratio 0.58 Actor{etl Cycle Length(s) Sam:Of last time;(8) 9f0 Intersection Capacity Utilization 80.0% ICU Level of Service D Artlyis Period(min) 15 c Critical Lane Group F:tP19971971461T821Traffic\Synchro12018 Combined PM.syn Synchro 9 Report DAK Page 3 Berry Patch III Combined Conditions 7: Rte. 30 (Oakland Rd.) & Berry Patch PM Peak t 4 Lane Configurations ` 4 4 n s r S- �A z x• q 3 c S S, R I, =l¢= e --, VON ft-i�- Future Volume�eh/h) 0 0 3 431 601 18 ` Grade 0% �0+}�% 0% }/ Hourly flow rate(vph) 0 0 3 468py' 653 20 Lane�e�[L Width(ft) rp/ Percent Blockage MMMje�dia2nn� pe None None U�p/strean sigp}nal 630 vC conflicting volume 1137 663 673 vC2,stage 2 conf vol vCU,�tt(Sited�oh=- tC,single(s) 6.4 6.2 4.1 tF(s) 3.5 3.3 2.2 cm capacity(veh/h) 221 461 918 Volume Total 0 471 673 VblttMe $ft Volume Right 0 0 20 c H 1700 018 17:00, Volume to Capacity 0.00 0.00 0.40 060Ue i ar gfK t'sth(ft) U, :`p 0 Control Delay(s) 0.0 0.1 0.0 LaneQS':` _ q q Approach Delay(s) 0.0 0.1 0.0 Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Poriod(thin). 15 F:\P1997\97146\T82\Traffic\Synchro\2018 Combined PM.syn Synchro 9 Report DAK Page 2 Berry Patch III Combined Conditions 9: Berry Patch 3 & Rte. 30 (Oakland Rd.) PM Peak Lane�onfii urations :•- Future Volume eh/h) 610 22 18 413 12 9 Oil �Grade (�0% _0% ((0% 449 Hourly uflfl�Aoo�w rate(vph) 663 24 20 449 13 10 Lane Width(ft) !I,�IL{1�� ���A[.• r i' �.1"_'}l•ji�{f., � �`r �'-r- -" �3,��.��'M�,�„g J1 C _+2 K.+ � d Rh» �4u4 Percent Blockage Median type None None 1000*01111 Upstream signal(ft) 1026 VC,conflicting volume 687 1164 675 vC2,stage 2 conf vol irGu,uht3lo�kstl t/^C sinnig�le(s) 4.1 6.4 6.2 NY tF(s) � 22 35 33 cM capacity(veh/h) 907 210 454 Volume Total 687 469 23 VolumeLeft` 0d . . 10 Volume Right 24 0 10 Volume to Capacity 0.40 0.02 0.08 Glueue Le tgthi 06 h(ft) Control Delay(s) 0.0 0.6 19.3 Labe LO . Approach Delay(s) 0.0 0.6 19.3 Aproaclltoo.,' i Avrgr IY Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis 06dod(min) . l F:1P19971971461T821Traffic\Synchro12018 Combined PM.syn Synchro 9 Report DAK Page 4 Berry Patch III Combined Conditions 10: Berry Patch & Felt Road * I PM Peak �L+ane Configurations tole*" Future Volume(Veh/h) 18 2 0 5 3 11 k �7: � °�5� r.,a }3 '" � ? � jL""'e t1`�''3i�,t1 i 3d � t �• �6� 4` ^3 F oaf x{ -.7 _ s:. Grade 0% 0% 0% (H�ourl'¢y}}flow rate(vph� 20 2 0 5 3 12 _ yi{YL'�•ane Width(ft) Percent Blockage Median type None None MO 1 Upstream signal (ft) 367 OX,plal�on ur�b[ vC conflicting volume 14 9 15 vi✓1,.stagebnf;+Ql t :: vC2,stage 2 conf vol tC,single(s) 6.4 6.2 4.1 tG,2 st�9a�s) •.... . . tF(s) 3.5 33 22 1 q�pu8fi a .x 9@ 01, 10 cM capacity(veh/h) 1005 1073 1603 Volume Total 22 5 15 VolUins"Left Volume Right 2 0 12 aM 1019 1403" 170Q Volume to Capacity 0.02 0.00 0.01 Qusue Length"95th`(ft) Control Delay(s) 8.6 0.0 0.0 Lane tOS A . Approach Delay(s) 8.6 0.0 0.0 Intersection Capacity Utilization 13.3% ICU Level of Service A Analyses Period(min) 15 F:\P1997\97146\T82\Traftic\Synchro\2018 Combined PM.syn Synchro 9 Report DAK Page 6 0 FUSS&O'NEILL 1 Appendix E Automatic Traffic Recorder (ATR) Data r \\ixpzl\projectdata\Pi997\97146\T82\Traffic\TRAFFIC IMPACT STUDY.docx ,aox Connecticut Counts LLC Page 1 Route 30 West of Felt Road 63 Sugar Maple Lane South Windsor,Connecticut Kensington, Connecticut 06037 Site Code: (860) 828-1693 Station ID:4107 Latitude:0'0.0000 Undefined Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 09/28/16 * * * + * + + + + 01:00 + + + + + + + * * + + + * + + 02:00 + + + + + + + + + + + + + + + + + 03:00 + + + + + + + + + + + + + * + + + 04:00 * + + + + + + + + + + + + + + + + 05:00 + + + + * + + + + + + + + + + + + 06:00 + + * + * + + * + + + + + + + + + 07:00 + + + + + + + + + + + + + + ++ 08:00 + + + + + + + + + + + + + + + + + 09:00 + * + + + + + + * + + + + + + * + 10:00 0 3 9 10 66 108 88 12 2 1 0 0 0 0 299 43 45 11:00 0 0 7 22 43 116 87 10 2 0 0 0 0 0 287 43 44 12 PM 0 2 12 21 93 159 75 9 3 0 0 0 0 0 374 42 44 13:00 0 0 4 16 76 160 91 20 4 0 0 0 0 0 371 43 46 14:00 2 1 10 24 87 136 104 20 0 0 0 0 0 0 384 43 45 15:00 0 2 18 21 96 149 66 7 3 0 0 0 0 1 363 41 44 16:00 1 1 15 17 93 153 106 20 1 0 0 0 0 0 407 43 45 17:00 0 1 6 18 89 150 86 30 6 0 0 0 0 0 386 43 47 18:00 0 1 5 12 65 130 93 19 2 0 0 0 0 0 327 43 46 19:00 0 0 4 22 79 107 56 10 1 0 0 0 0 0 279 42 44 20:00 0 0 1 8 39 69 55 19 0 0 0 0 0 0 191 44 47 21:00 0 0 1 4 20 41 45 14 1 0 0 0 0 0 126 44 48 22:00 0 0 0 0 7 18 21 7 3 0 0 0 0 0 56 46 50 23:00 0 0 0 0 2 9 18 7 1 0 0 1 0 0 38 47 50 Total 3 11 92 195 855 1505 991 204 29 1 0 1 0 1 3888 Percent 0.1% 0.3% 2.4% 5.0% 22.0% 38.7% 25.5% 5.2% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 11:00 10:00 11:00 10:00 10:00 10:00 10:00 10:00 Vol. 3 9 22 66 116 88 12 2 1 299 PM Peak 14:00 12:00 15:00 14:00 15:00 13:00 16:00 17:00 17:00 23:00 15:00 16:00 Vol. 2 2 18 24 96 160 106 30 6 1 1 407 Connecticut Counts LLC Page 2 Route 30 West of Felt Road 63 Sugar Maple Lane South Windsor,Connecticut Kensington, Connecticut 06037 Site code: (860) 828-1693 Station ID:4107 Westbound Latitude:0'0.0000 Undefined Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 09/29/16 0 0 0 0 2 4 11 9 2 0 0 0 0 0 28 48 51 01:00 0 0 0 0 0 5 6 3 0 0 0 0 0 0 14 46 48 02:00 0 0 0 0 0 3 7 1 1 0 0 0 0 0 12 45 51 03:00 0 0 0 1 2 6 7 2 0 1 0 0 0 0 19 45 55 04:00 0 0 0 1 2 4 11 7 1 2 0 0 0 0 28 49 56 05:00 0 1 0 1 1 21 37 8 4 0 0 0 0 0 73 45 50 06:00 0 0 0 7 25 51 66 23 1 0 0 0 0 0 173 44 48 07:00 0 0 1 19 94 145 126 40 2 0 0 0 1 0 428 44 47 08:00 0 0 4 24 137 180 86 25 3 0 0 0 0 0 459 42 46 09:00 1 2 8 21 62 148 98 16 1 0 0 0 0 0 357 43 44 10:00 1 3 5 14 59 125 101 19 7 0 0 0 0 0 334 43 47 11:00 1 2 8 18 67 99 100 22 1 0 0 0 0 0 318 43 46 12 PM 0 2 5 24 64 139 103 32 3 0 0 0 0 0 372 43 47 13:00 0 3 6 33 60 142 98 19 2 0 0 0 0 0 363 43 45 14:00 0 1 9 25 62 165 110 17 0 0 0 0 0 0 389 43 44 15:00 , 16:00 x 17:00 18:00 19:00 20:00 x 21:00 22:00 23:00 Total 3 14 46 188 637 1237 967 243 28 3 0 0 1 0 3367 Percent 0.1% 0.4% 1.4% 5.6% 18.9% 36.7% 28.7% 7.2% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 10:00 09:00 08:00 08:00 08:00 07:00 07:00 10:00 04:00 07:00 08:00 Vol. 1 3 8 24 137 180 126 40 7 2 1 459 PM Peak 13:00 14:00 13:00 12:00 14:00 14:00 12:00 12:00 14:00 Vol. 3 9 33 64 165 110 32 3 389 Total 6 25 138 383 1492 2742 1958 447 57 4 0 1 1 1 7255 Percent 0.1% 0.3% 1.9% 5.3% 20.6% 37.8% 27.0% 6.2% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile: 31 MPH 50th Percentile: 37 MPH 85th Percentile: 43 MPH 95th Percentile: 46 MPH Stats 10 MPH Pace Speed: 36-45 MPH Number in Pace: 4700 Percent in Pace: 64.8% Number of Vehicles>35 MPH: 5211 Percent of Vehicles>35 MPH: 71.8% Mean Speed(Average): 38 MPH i Connecticut Counts LLC Page 3 Route 30 West of Felt Road 63 Sugar Maple Lane South Windsor,Connecticut Kensington, Connecticut 06037 Site Code: (860) 828-1693 Station ID:4107 Latitude:0'0.0000 Undefined Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 09/28/16 # * # * # * # # * * * # # # * # 01:00 # * * # * # * * * # # + # # # # 02:00 * # * * * x * * * # 03:00 * * # * # * * # x * * * * # # # # 04:00 * # # + # * * # * * * * # # # 05:00 * * * * * x # * * * # x x x 06:00 # * # # * # * # # 07:00 # x # * * # x * * # # # # 08:00 * x 09:00 # # * # * # # # * * # * x 10:00 0 2 11 25 41 54 70 54 25 2 0 1 0 0 285 48 52 11:00 3 15 24 39 45 68 88 36 18 3 0 0 0 0 339 45 51 12 PM 0 2 28 39 38 100 115 50 20 1 0 0 0 0 393 46 50 13:00 1 9 13 44 60 89 91 64 19 1 0 0 0 0 391 46 50 14:00 6 6 23 36 56 79 75 47 18 4 0 0 0 0 350 46 51 15:00 10 12 31 39 85 110 102 54 14 4 0 0 0 0 461 45 49 16:00 9 20 37 52 80 110 109 55 22 5 1 0 0 0 500 45 50 17:00 20 38 46 77 107 108 96 53 20 2 0 0 0 0 567 44 49 18:00 4 10 32 46 66 133 116 58 14 1 0 0 0 0 480 45 49 19:00 0 11 27 40 34 72 65 45 14 0 0 0 0 0 308 46 49 20:00 0 0 10 16 37 46 58 50 19 4 1 0 0 0 241 48 53 21:00 0 0 4 4 16 25 33 34 9 2 0 0 0 0 127 48 52 22:00 0 0 0 0 2 10 23 21 5 1 2 0 0 0 64 49 54 23:00 0 0 0 0 1 8 11 13 6 6 1 1 1 0 48 56 63 Total 53 125 286 457 668 1012 1052 634 223 36 5 2 1 0 4554 Percent 1.2% 2.7% 6.3% 10.0% 14.7% 22.2% 23.1% 13.9% 4.9% 0.8% 0.1% 0.0% 0 0% 0 0% AM Peak 11:00 11:00 11:00 11:00 11:00 11:00 11:00 10:00 10:00 11:00 10:00 11:00 Vol. 3 15 24 39 45 68 88 54 25 3 1 339 PM Peak 17:00 17:00 17:00 17:00 17:00 18:00 18:00 13:00 16:00 23:00 22:00 23:00 23:00 17:00 Vol. 20 38 46 77 107 133 116 64 22 6 2 1 1 567 Connecticut Counts LLC Page 4 Route 30 West of Felt Road 63 Sugar Maple Lane South Windsor,Connecticut Kensington, Connecticut 06037 Site Code: (860) 828-1693 Station ID:4107 Latitude:0'0.0000 Undefined Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 09/29/16 0 0 0 0 1 1 6 11 5 0 2 0 0 0 26 53 61 01:00 0 0 0 0 0 3 9 5 8 2 0 0 0 0 27 53 56 02:00 0 0 0 0 0 3 1 3 3 1 0 0 0 0 11 53 57 03:00 0 0 0 0 0 1 3 8 2 1 0 0 0 0 15 51 56 04:00 0 0 0 0 2 1 5 13 3 0 0 0 0 0 24 49 53 05:00 0 0 0 1 0 7 16 10 1 2 1 0 0 0 38 49 57 06:00 0 0 4 10 15 29 32 29 10 4 1 0 0 0 134 49 54 07:00 0 7 9 19 24 37 50 49 24 6 1 0 0 0 226 49 54 08:00 3 7 15 22 27 67 69 43 18 8 0 0 0 0 279 48 53 09:00 0 3 9 28 35 65 68 54 14 2 0 1 0 0 279 47 51 10:00 0 0 15 21 39 70 68 54 18 1 0 0 0 0 286 47 51 11:00 0 5 13 22 52 72 104 51 19 2 0 1 0 0 341 47 51 12 PM 0 8 20 36 49 59 67 76 23 4 0 0 0 0 342 48 52 13:00 2 6 20 31 49 55 88 44 13 2 1 0 0 0 311 46 50 14:00 1 8 18 32 61 101 94 45 13 1 0 0 0 0 374 45 49 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Total 6 44 123 222. 354 571 680 495 174 36 6 2 0 0 2713 Percent 0.2% 1.6% 4.5% 8.2% 13.0% 21.0% 25.1% 18.2% 6.4% 1.3% 0.2% 0.1% 0.0% 0.0% AM Peak 08:00 07:00 08:00 09:00 11:00 11:00 11:00 09:00 07:00 08:00 00:00 09:00 11:00 Vol. 3 7 15 28 52 72 104 54 24 8 2 1 341 PM Peak 13:00 12:00 12:00 12:00 14:00 14:00 14:00 12:00 12:00 12:00 13:00 14:00 Vol. 2 8 20 36 61 101 94 76 23 4 1 374 Total 59 169 409 679 1022 1583 1732 1129 397 72 11 4 1 0 7267 Percent 0.8% 2.3% 5.6% 9.3% 14.1% 21.8% 23.8% 15.5% 5.5% 1.0% 0.2% 0.1% 0.0% 0.0% 15th Percentile: 28 MPH 50th Percentile: 39 MPH 85th Percentile: 47 MPH 95th Percentile: 51 MPH Stats 10 MPH Pace Speed: 36-45 MPH Number in Pace: 3315 Percent in Pace: 45.6% Number of Vehicles>35 MPH: 4929 Percent of Vehicles>35 MPH: 67.8% Mean Speed(Average): �39 MPH Connecticut Counts LLC Page 1 Route 30 West of Felt Road 63 Sugar Maple Lane South Windsor,Connecticut Kensington, Connecticut 06037 Site Code: (860)828-1693 Station ID:4107 Latitude:0'0.0000 Undefined Start 26-Sep-16 Tue Wed Thu Fri Sat Sun Week Average Time Westboun Eastboun Westbou Eastboun Westbou Eastboun Westbou Eastboun Westbou Eastboun Westbou Eastboun Westbou Eastboun Westbou Eastboun 12:00 AM * * * 28 26 * 28 26 01:00 * * * 14 27 * * * * 14 27 02:00 * * 12 11 12 11 03:00 * * 19 15 * 19 15 04:00 28 24 * * 28 24 05:00 * 73 38 * 73 38 06:00 173 134 173 134 07:00 * * * 428 226 « « 428 226 08:00 459 279 * 459 279 09:00 * 357 279 « 357 279 10:00 * 299 285 334 286 * 316 286 11:00 * 287 339 318 341 * « 302 340 12:00 PM 374 393 372 342 * * * * 373 368 01:00 * 371 391 •363 311 « « 367 351 02:00 * 384 350 389 374 * * 386 362 03:00 * 363 461 * * * 363 461 04:00 407 500 * * 407 500 05:00 * 386 567 * " 386 567 06:00 * 327 480 * * 327 480 07:00 * 279 308 « 279 308 08:00 * 191 241 * * 191 241 09:00 * * * 126 127 " « 126 127 10:00 56 64 * * 56 64 11:00 38 481 1 * 38 48 Lane 0 0 0 0 3888 4554 3367 2713 0 0 0 0 0 0 5508 5562 Day 0 0 8442 6080 0 0 0 11070 AM Peak - - - - 10:00 11:00 08:00 11:00 - - - - - - 08:00 11:00 Vol. - - - - 299 339 459 341 - 459 340 PM Peak - - - - 16:00 17:00 14:00 14:00 - - - - - - 16:00 17:00 Vol. - - - - 407 567 389 374 - 407 567 Comb. 0 0 8442 6080 0 0 0 11070 Total ADT ADT 11,066 AADT 11,066 ! FUSS&O'NEILL 1 1 1 Appendix F 1 Crash Data Records ! 1 1 1 i 1 1 1 \\ripzl\projectdata\P1997\97146\n2\Traffic\TRAFFIC IMPACT STMY.docx Sao. Crash Data Summary - UCONN Repository, October 2016 Date Of Time Of No.of Rte Surface Severity Route Description of Crash Location Collision Type Weather Light Condition Crash Crash Vehs mileage Condition 1/10/2013 7:55 PDO 2 30 4.58 at FELT RD Angle Clear Dry Daylight 1/16/2013 17:04 PDO 2 30 4.58 at FELT RD EXT(DE) Angle Clear Wet Dark-Lighted 1/16/2013 17:18 PDO 2 30 4.58 at FELT RD Rear-end Clear Wet Dark-Lighted 4/16/2013 7:25 PDO 2 30 4.51 at DR TO WENTWORTH OFFICE PARK Rear-end Clear Dry Daylight 5/3/2013 9:41 PDO 2 30 4.6 100 feet North of FELT RD Rear-end Clear Dry Daylight 7/1/2013 16:53 Injury(No 3 30 4.55 150 feet South of FELT RD EXT(DE) Rear-end Clear Dry Daylight fatality) 8/24/2013 16:07 PDO 1 30 4.58 at FELT RD EXT(DE) Fixed Object Clear Dry Daylight Injury(No Turning-Opposite 11/29/2013 11:46 fatality) 2 30 4.58 at FELT RD Direction Clear Dry Daylight 12/13/2014 9:46:00 PDO 2 30 4.68 1 tenths North of FELT RD Rear-end Clear Dry Daylight 12/20/2014 6:16 PDO 2 30 4.58 at FELT RD EXT(DE) Sideswipe-Same Clear Dry Dark-Lighted Direction 2/21/2015 16:11 PDO 1 30 4.57 Oakland Road(RT30) Other Non-Fixed Object Snow Snow Daylight 5/9/2015 11:09 PDO 2 30 4.67 Oakland Rd Rear-end Clear Dry Daylight Work 10/21/2015 14:57 PDO 1 53 0.17 Felt Road Zone/Maintenance Clear Dry Daylight Equipment 10/28/2015 10:39 PDO 2 30 4.48 Oakland Road Rear-end Cloudy Dry Daylight 4/29/2015 13:46 PDO 2 30 4.59 OAKLAND ROAD Rear-end Clear Dry Daylight *Indicates Property Damage Only 3 FINAL DRAFT: 10/31/16 THE METRO REALTY GROUP, LTD. OAKLAND ROAD RESIDENTIAL DEVELOPMENT 151 OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT DRAFT Affordability Plan for Multifamily Assisted Housing Zone October 2016 Submitted by The Metro Realty Group, Ltd. to the South Windsor Planning and Zoning Commission 5192374 V. Household Income Limitation. As further defined in the Declaration and Agreement of Restrictive Covenants, Schedule E attached, for the duration of the time period set forth in Section II above,twenty percent(20%)of the units at the Oakland Road Residential Development shall be rented only to households meeting the "Income Limitation" which shall mean earning "sixty percent(60%)or less of the Median Income" or"eighty percent(80%)or less of Median Income" as prescribed by § 8-30g of the Connecticut General Statutes,with income calculated using 24 C.F.R. § 5.609 (2016)as a guideline. VI. Affirmative Fair Housing Marketing Plan. The rental of MAHZ Units in the Community shall be publicized, using State regulations for affirmative fair housing marketing programs as guidelines. The Developer 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 Planning and Zoning Commission and the local housing authority. Such notices shall include a description of the available MAHZ 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 MAHZ 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. 2 IX. Maximum Rental Price. As further defined in the Declaration and Agreement of Restrictive Covenants, Schedule E attached, for the duration of the time period set forth in Section II above,twenty percent(20%)of the units at the Oakland Road Residential Development shall be rented at not greater than the Maximum Rental Price, calculated in compliance with Connecticut State Agencies Regulations sections 8-30g-1 et seq., and CHFA requirements. X. Principal Residence. MAHZ Units shall be occupied only as a tenant's principal residence. Subleasing of MAHZ 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 an MAHZ 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, Schedule E shall govern. XIII. Enforcement. A violation of this Affordability Plan shall not result in a forfeiture of title,but the South Windsor Planning 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 MAHZ Units with the affordable housing regulations. XIV. Binding Effect. This Affordability Plan shall be binding on the successors and assigns of the Developer. 4 Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N76°59'17"W a distance of 70.51 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N89°14'34"W a distance of 216.28 feet to a granite monument; Thence along the easterly property line of land now or formerly Berry Patch II Associates Limited NO3°37'51"W a distance of 484.91 feet to an iron rod at the southeasterly property corner of land now or formerly Gyasi Manu; Thence along the easterly property line of land now or formerly Gyasi Manu N06°5634"E a distance of 328.84 feet to the point and place of beginning. Said Property Contains 427,025 square feet or 9.803 acres and is shown on plan entitled: "Property& Topographic Plan Metro Realty 151 & 195 Oakland Road South Windsor, Connecticut, Scale: 1"=50',Date: 10-07-16, sheet V-1. Prepared by Design Professionals, Inc." 6 Bathrooms • Full width vanity mirrors • Single piece acrylic tubs and shower surrounds • Laminate vanity tops • No-wax vinyl flooring or equivalent 8 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 le, 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 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:' 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, 401 K 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. h. The cash value of life insurance policies available to the individual before death. 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 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 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. 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 12. Rental Income from Property Owned bApplicant. 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 IN WITNESS WHEREOF,the parties hereto have set their hands and seals as of the day and year first above written. Signed, Sealed and Delivered THE METRO REALTY GROUP, LTD. in the presence of By: Geoffrey W. Sager Its Manager Duly Authorized STATE OF CONNECTICUT) ss: 2016 COUNTY OF HARTFORD ) Personally appeared, Geoffrey W. Sager, Manager, of The Metro Realty Group, Ltd., a Connecticut limited partnership, as aforesaid Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed as Manager of The Metro Realty Group, Ltd., and that said instrument was signed on behalf of and with the authority of said limited partnership, before me. Commissioner of the Superior Court Notary Public/My Commission Expires: 20 Exhibit A Property Description Beginning at an iron pipe on the southerly right-of-way line of Oakland Road, at the northeast corner of the property of now or formerly Gyasi Manu, and also being the northwest corner of the property hereon described. Thence proceeding S54°44'36"E a distance of 48.19 feet to a point; Thence along the southerly right-of-way of Oakland Road S55°08'29"E a distance of 227.09 feet to a point; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 65.15 feet to a point; Thence along the westerly property line of land now or formerly Mildred S. Simler S35°10'25"W a distance of 242.98 feet to a point; Thence along the southerly property line of land now or formerly Mildred S. Simler S54°49'35"E a distance of 206.50 feet to a point; Thence along the easterly property line of land now or formerly Mildred S. Simler N35°10'25"E a distance of 203.95 feet to a point on the southerly right-of-way line of Oakland Road; Thence along the southerly right-of-way line of Oakland Road S44°07'27E a distance of 481.04 feet to a brownstone monument; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 226.14 feet to a concrete monument with a disc at the northwesterly property corner of land now or formerly Berry Patch Associates Limited Partnership; Thence along the westerly property line of land now or formerly Berry Patch Associates Limited Partnership S37011'10"W a distance of 147.46 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N45°52'04"W a distance of 119.61 feet to a concrete monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership S39°33'35"W a distance of 179.98 feet to a granite monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N61°32'36"W a distance of 293.73 feet to an iron pipe; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N52°09'55"W a distance of 108.86 feet to a point; 22 Exhibit B Owner's Certificate of Continuing Program Compliance Received Date(ForOffrce Use Onbf): OWNER'S CERTIFICATE OF CONTINUING o No build=have been placed in Service LIHTC PROGRAM COMPLIANCE O At leant on.bak%V has been placed in Service but ow w To: Connecticut Housing Finance Authority *leas to begin or&*period In the Ia m*V year. 00 Spectrum Enterprises,Inc. If anther of the above applies,please dhedc the appropriate box, 545 Shore Road and proceed io page 3 to sign and data phis form. Cape Elizabeth,ME 04107 Certification From: To: Dates: January 1,20 Decembw 31,20 Project Now: Project No: Project Add a a: City. Zip: Tax ID fi of Owirerehlp Entity: The undersigned on behalf of (the"Owner"),hereby certifies to the Connecticut Housing Finance Authority("the Authority")that: I. The project met the minimum requirements of: (check one) ❑ 20-5o test under Section 42(g)(1)(A)of the Cafe ❑ 40-60 test under Section 42(g)(1)(S)of the Code And,if applkable to the project:(check) ❑ 15-40 test for"deep rent-skewed"projects under Section 42(g)(4)and 142(d)(4)(0)of the Code; II. There has been no change In the applicable fraction(as defined in Section 42(c)(1)(13))of any building in the project,or that there was a change and description of the change; ❑NO CHANGE ❑CHANGE If"Change"Nat the applicable traction to be reported to the IRS for each building in the project for the certification year on page 3. III. The owner has received an annual income certification from each lore-income tanard,and documentation to support that certification;or,in the case of a tenant receiving Section 8 housing assistance payments,the statement from a public housing authority described i paragraph(b)(1)(vil)of Section 1.42-5; YES NO IV. Each low-income unit In the project h S 0 sb n rent-restricted under Section 42(g)(2); V. All units in the project were for use by the general public(as defined in Section 1.42-9),including the requirement that no finding of discrimination under the Fair Housing Act,42 U.S.C.3601-3619.occurred for the project. A finding of discrimination includes an adverse final decision by the Secretary of the Deparbnent of Housing and Urban Development(HUD),24 CFR 180.680,an adverse final decision by a substantially equivalent state or local fair housing agency,42 U.S.C.3616a(a)(1),or an adverse judgment from a federal court; D YES ❑NO VI. The buildings and low-Income units in the project were suitable for occupancy,taking into account local health, safety,and building codes(or other habitability standards),and the State or kcal government unit responsible for making local health,safety,or building code inspections did not issue a violation report for arty building or low- Income unit in the project. if a violation report or notice was Issued by the govemmental unit,the owner must attach a statement summarizing the violation report or notice or a copy of the violation report or notice to the annual certification submitted to the Authority under paragraph(c)(1)of Section 1.42-6.In addition,the owner must state whether the violation has been corrected; ❑YES ❑NO 24 Note: Failure to complete this form in its entirely will nrerdt in noncompliance with program requirements. In addition,any IndtMual other than on owner or general partner of the project is not permitted to sign this form, unless permitted by the state agency. The project is otherwise in compliance with the Code,including any Treasury Regulations,the applicable State Allocation Plan,and all other applicable laws,rules and regulations. This Certification and any attachments are made UNDER PENALTY OF PERJURY. By: (Signature) (Ownership Entity) (Please Print Name) (Owner Phone Number) Title: Date: Signed sealed and delivered in the presence of. Notary: Witness: Mycommiasion expires: Date of Execution: (NOTARY PUBLIC SEAL) 26 Exhibit C Tenant Income Certification TENANT INCOME CERTIFICATION TC — 100 Etre�i�e : ❑Initial Certification ❑Recertification ❑Other Move-in Date: e:°:t..::8e:!:i'4^.:: -,. WE -fiF. i` 1 _ _ Property Name: Co BIN#: PISD: BIN Address: Ci : Zia: Unit Number: #Bedrooms: Square Foo NMI HH Mbr# LatNatnc FirstNanw Middle Head of Relationship LO Dateofairth F/r SO r ' ? Household t�D� Student? L M94 DWU Raft Ethnic Disabled? I HEAD 2 3 4 5 6 7 ail ! ,:Li7'Sl�3'a"!x,&::":gs:;tyl __ ' tl�tA iy:: m.4 d.% HH (A) (B) (C) , (p) r. Mbr# Employment or Wages sue.security/pensions, Public Assiuence Otter Income TOTALS 1$ is S $ Add totals from(A)through(D),above TOTAL INCOME(E):IS I! Ii:oL!I: It'vilt7is of' nlpllAii33 kr. i :!.Y:tblli i!IE: u!i':i9.Y:. ie`�in "i Hshld Mbr# ofAsset C/I Cash ValueofAsset Annual Income from And TOTALS:IS Enter Column(I)Total Passbook Rua If over S5,000 S X ,067E (J)Imputed Income S Enter the greater ofthe total of column 1,or J:imputed income TOTAL INCOME FROM ASSETS(IC) $ (L)Total Antral Household Income from all Sources(Add(E)+(K)] S :.:.i..��:,::,,<:,o� y<a:n:,r.:: c7E�E1jl CiiEiP+liiie'":.:.:m":�. ..:...n^t. ,'!,�": ' HOW. �` wr•�.: .!..4:? I P. The information on this form will be used to determine medmum ince mo eligibrility.Uwe have provided for each persa!(s)set forth in Put n acceptable verification of current wsdcipated annual uwoats.We agree to notify the landlord Immediately upon arty member of the household moving out ofthe unit or a y new member moving in.L/ws agree to ratify the landlord immediately upon any member becoming a full time dWent. Under penalties ofperjmy Uwe certify that the information presented in this Certification is true and accurate to the best of my/ore knowledge ud belief.The undersigned further understands that providing false representations heroin cantitules an ant of1b u i.False,misleading or incomplete information may result in the tm*wionofthe ksm sgreemem. Signature (Otte) Sigmdae (Dale) Signature awe) Sigr— (pork) eduaa•g»asd,!permaeeeWMDLIrrcTWOtcaecaaaa!Fenn-tneweaspol=2)-oateapp!ovatNo.Un ates(E*.osrsviws) Use aft February 1 2015 28 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:8onalsi .8757 c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island • • • LETTER OF TRANSMITTAL • To: Michele Lipe&Lauren Zarambo Date: 11/4/2016 DPI Project No. 3616 Planning Department Re: The Village at Berry Patch 1540 Sullivan Avenue IWA/PZC Application South Windsor,CT 06074 151 & 195 Oakland Road South Windsor, CT 06074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • • • COPIES DATE NO. DESCRIPTION • 1 11/2 3616 Copy of abutter letter 1 11/4 3616 Copy of abutter list 1 11/4 3616 Copy of certificates of mail : These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval : ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: • • • • • • • • • • SIGNED: �-—`zit --= CC: Lau a Cenci, Executive Assistant Mr and Address of Sender Check type of mail or service: Affix Stamp Here (If issued as a Certified Recorded Delivery(International) certificate of mailing, COD Registered or for additional �- Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt Handling Actual Value Insured Due Sender DC SC SH RD RR Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Charge if Registered Value if COD Fee Fee Fee Fee Fee Four Hundred Thirty Two Buckland CT 201 Jones Rd FL 3 Waltham, MA 02451 90 Oakland Road Associates L LC 15 Petersen Way South Windsor, CT 06074 Berry Patch Associates 6 Executive Drive Ste. 100 Farmington, CT 06032 4 ' Lisa A. Klebart 108 Oakland Road South Windsor, CT 06074 \1`OS4,Q J`Y, o Brooke A. Havens 6' t' 118 Oakland Road CO —` South Windsor, CT 06074 NOV 0 4 2016 Bonnie Hayes 134 Oakland Road t„ South Windsor, CT 06074 \ �'�---- �:'�,�� Berlin Remnant Land Parcels LLC 6 Executive Drive Farmington, CT 06032 -- Farm Brook Subdivision Association Inc 115 Farmbrook Lane y. South Windsor, CT 06074 q Number of Pieces Total Number of Pieces Postmaster,Per(Name19::;;��r ' ' Ali�l by Sender Received at Post Office {/] See Privacy Act Statement on Reverse iP. :Form 3877,February 2002(Page 1 of 2) Ball Point F Name and Address of Sender Check type of mail or service: Affix Stamp Here (If issued as a Certified Recorded Delivery(International) certificate of mailing, COD Registered or for additional Deliver Confirmation Y Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR 1 _ Charge if Registered Value if COD Fee Fee Fee Fee Fee Gyasi Manu 101 Oakland Road South Windsor, CT 06074 2. Mildred Simler 151 Oakland Road A' South Windsor, CT 06074 3. Eric A. Nowak 146 Oakland Road South Windsor, CT 06074 4. _ Current Resident 440 Deming Street `. South Windsor, CT 06074 5. T Gerald &Wendy Magistri �.r 0f'J 5 Farm Brook Lane ----- - South Windsor, CT 06074 co Zhu Xun 6 Farm Brook Lane South Windsor, CT 06074 7' Henry&Jocelda Ruiz / 16 Farm Brook Lane South Windsor, CT 06074 8• Zadeh Siamak Kanani A, 26 Farm Brook Lane South Windsor, CT 06074 Total Number of Pieces Total Number of Pieces Postmaster,Per(Name of re ving employee) Listed by Sender Received at Post Office It See Privacy Act Statement on Reverse PS Form 3877,February 2002(Pape 1 of 2) Complete by Typewriter,Ink,or Ball Point Pen „*me and Address of Sender Check type of mail or service: Affix Stamp Here Certified (If issued as a Recorded Delivery(International) certificate of mailing, COD Registered or for additional ?” Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt Article Number Addressee(Nam,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR Charge if Registered Value if COD Fee Fee Fee Fee Fee David A. Jr. & Christina F Patria Trustees 36 Farm Brook Lane South Windsor, CT 06074 Dai Na 46 Farm Brook Lane South Windsor, CT 06074 Dabrowski Hipolit& Bozena 56 Farm Brook Lane South Windsor, CT 06074 A Peter& Pauline Santoro Trustees 66 Farm Brook Lane South Windsor, CT 06074 ��N©SCIR T ;5. C Eric&Jennifer Raibeck 80 Farm Brook Lane -� r South Windsor, CT 06.074 c Q s. NOV 0 4 20% Diane & Eric Lazinsk 96 Farm Brook Lane \ �' South Windsor, CT 06074 7 Clarance& Mary Williams t1,F'Sr.e 106 Farm Brook Lane South Windsor, CT 06074 8. Michael & Michelle Rondinone 116 Farm Brook Lane South Windsor. CT 06074 Total Number of Pieces Total Number of Pieces Postmaster,Per m receiving employee) Usted by Sender Received at Post Office r �C v� See Privacy Act Statement on Reverse #'S Form 3877,February 2002(Page 1 of 2) Complete by Typewriter,Ink,or Ball Point Pen Affix Stamp Here Check type of mail or service: (If issued as a Name and Address of Sender Certified Recorded Delivery(International) certificate of mailing, Registered or for additional Reg COD copies of this bill) Delivery Confirmation Return Receipt for Merchandise Postmark and T Express Mail Signature Confirmation Date of Receipt Insured Handling Actual Value Insured Dui COD DC SC SH RD RR Fee Fee Fee Fee Fee Addressee(Name,Street,City,Sta Article Number Addressee &ZIP Code Postage Fee Charge if Registered Value _ Edward& Marie O'Brien a 1. 115 Farm Brook Lane South Windsor, CT 06074 -. - - Blake&Cara Brannon 2' 111 Farm Brook Lane South Windsor, CT 06074 - Steven &Andrea Dalessio .3. fi> 101 Farm Brook Lane South Windsor, CT 06074 Cathleen Morin 91 Farm Brook Lane �N R South Windsor, CT 06074 G 5, Neil Parille C? ' 75 Farm Brook Lane 'co South Windsor, CT 06074 s 6 Bruce John & Lori Ann Stewart 65 Farm Brook Lane South Windsor, CT 06074 us? 7. Carol Warner '� 55 Farm Brook Lane South Windsor, CT 06074 - - Ellen & Davis Jelly 8. 45 Farm Brook Lane South Windsor, CT 06074 - Postmas er, ame of receiving employee) ^ See Privacy Act Statement on Reverse Total Number of Pieces ' Total Number of Pieces ^1 • Listed by Sender Received at Post Office /J , complete by Typewriter,Ink,or Ball Point Pen Name and Address of Sender Check type of mail or service: Affix Stamp Here (If issued as a Certified Recorded Delivery(International) certificate of mailing, +' COD Registered or for additional Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR Charge if Registered Value if COD Fee Fee Fee Fee Fee 1. Alan &Sally Osit 35 Farm Brook Lane 2. South Windsor, CT 06074 Leonard & Denise Fitzmaurice 15 Farm Brook Lane 3. South Windsor, CT 06074 4 CO 5. a= NOV n b 6. U.$p�PgSTAGS SOO�UggTH WINDSOR,OT 074 NOAYMOUNT 7. 12.24 0000 R2305H129779-1018 8. Total Number of P'ece Total Numberof Pieces Postmaster,Per(Narne of receiving e ploy)e) Listed by Se � Receiv oft Office See Privacy Act Statement on Reverse PS Form 3877,Febfuary 2002(Page 1 of 2) —_�� Complete by Ype riter,Ink,or Ball Point Pen ` --- — PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 11/2/16 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Kevin Cooney, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning&Engineering Departments have received plans for the following projects: Appl 16-57P, Village at Berry Patch Apartments Location: Southerly side of Oakland Road, adjacent to existing Berry Patch development ® Site Plan ❑ Subdivision No. Acres 9+ Zone AA-30 ❑ Industrial ® Commercial ® Residential No. Lots/Units 78 Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Text amendment to establish zoning; Multi-family development 78 Project Description: units in 7 buildings. Oakland Road sole access to project Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: This project will have 1 and 2 bedroom apartments for all ages Please comment by 11/24/16 and return to the Planning Department. pQ`�OV pEOION, Capitol Region Council of Governments 241 Main Street �, oy Hartford,Connecticut 06106-5310 Telephone: (860) 522-2217-Fax: (860) 724-1274 OA www.crcog.org Mary Glassman,Chairman �FNN1AENt`' - Lyle A Wray,Executive Director ZONING REFERRAL FORM FOR: NOTIFICATION OF REFERRALS BY ZONING COMMISSIONS OF THE CAPITOL REGION Please fill in,save a copy for your records and send with appropriate attachments by certified mail or electronically to:zoninarefaa,crcog.org. FROM: ❑Zoning Commission (Select one) ®Planning and Zoning Commission South Windsor ❑City or Town Council (acting as Zoning Commission) (Municipality) TO: Capitol Region Council of Governments Policy Development&Planning Department 241 Main Street Date of Referral to CRCOG: 11/3/16 Hartford,CT 06106 Pursuant to the provisions of Section 8-3b of the General Statutes of Connecticut,as amended,the following proposed zone change is referred to the Capitol Region Council of Governments for comment: NATURE OF PROPOSED CHANGE ❑Adoption of amendment of ZONING MAP ® Adoption or amendment of ZONING REGULATIONS for any area within 500 feet of another applying to any zone within 500 feet of another Capitol Region Municipality. Capitol Region Municipality. Attach map showing proposed change. Attach copy of proposed change in regulations. THE CHANGE WAS ORIGINALLY REQUESTED: ❑by municipal agency: ®by petition (Specify) PUBLIC HEARING ON SAID CHANGE IS SCHEDULED FOR:12/13/16 (Date) MATERIAL SUBMITTED HEREWITH: ❑ Public Notice ® Regulation Changes ❑ Supporting Statements ❑ Map of Change ❑ Other(Specify): HAS THIS REFERRAL BEEN SUBMITTED PREVIOUSLY TO CRCOG? ❑YES-ON WHAT DATE? ® NO (FOR USE BY CRCOG) - Name:Michele R.L' e,AICP Date Received 2(P s ending Referral) Date Email Receipt Sent If Needed,Was Follow-up Sent Certified? Title: Director of Planning Address: Town of South Windsor CRCOG File Number 1540 Sullivan Avenue South Windsor,CT 06074 BYLAW(Section 8-3b of the CGS,Effective October 1,2011):When the zoning commission of a municipality proposes to establish or change a zone or any regulation affecting the use of a zone any portion of which is within five hundred feet of the boundary of another municipality,the zoning commission shall give written notice of its proposal to each regional planning agency of the region in which it and the other municipality are located.Such notice shall be made by certified mail,return receipt requested,or by electronic mail to the electronic mail address designated by the regional planning agency on the agency's Internet web site for receipt of such notice,not later than thirty days before the public hearing to be held in relation thereto.If such notice is sent by electronic mail and the zoning commission does not receive an electronic mail from a regional planning agency confirming receipt of such notice,then not later than twenty-five days before the public hearing,the zoning commission shall also send such notice by certified mail,return receipt requested,to such planning agency.CRCOG's email address for submitting zoning referrals is:zoningref@crcog.ory_. If you have questions or experience difficulty submitting your referral electronically,please contact one Pike Di5aat0 at(860)522-2217 ext.211 CRCOG-9/2011 A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the towns and the region Final Draft 11/1/16 THE METRO REALTY GROUP, LTD., THE VILLAGE AT BERRY PATCH; PROPOSED ZONING REGULATION AMENDMENT Section 7.22: Multifamilv Assisted Housing in AA-30 Residential Zone M( AHZ) [Note: If this proposed § 7.22 is adopted, an additional line will need to be added to the Table in Article 3, § 3.1.1A] 7.22.1 Purpose The purpose of this Special Regulation is to provide multifamily housing that will constitute governmentally-sponsored and publicly-financed"assisted housing" as defined in Connecticut under General Statutes § 8-30g,on land presently zoned AA-30 Residential and as an alternative to multifamily housing provided under South Windsor's existing multifamily residential zones and uses. 7.22.2 Procedure A. An application for the use as Multifamily Assisted Housing in the AA-30 Residential Zone shall require a special exception and site plan approval in accordance with these Zoning Regulations. B. Uses Permitted In an MAHZ, no land,building or structure shall be used,and no building shall be hereafter erected,altered or added to,except as provided in these Zoning Regulations,and may be used only for one or more of the following uses: 1. Principal Uses A maximum of eighty(80)one(1)bedroom and two(2)bedroom multi-family dwelling units,eighty percent(80%)of which will be available at market-rate rents and twenty percent(20%)of which will constitute"assisted housing" in compliance with General Statutes § 8-30g. Overall density of the development shall not exceed eight(8)units per gross acre. 2. Accessory Structures and Uses a. Decks and patios. b. Pergolas C. Other structures and uses not listed above,customarily accessory to a multifamily residential use. 51120170 7.22.3 Improvements A. Streets and related improvements shall generally conform to Town procedures and standards. However,24-foot pavement width is acceptable for streets and 16-foot pavement width is acceptable for one-way streets at the entrances to and exits from the development. B. Public water and sewer must be available for the property either directly or by extension and connection to an existing sewer line, and all units must be connected to the sewer and water lines. Utilities shall conform to the requirements of Sections 6.6.1,6.6.2 and 6.6.6 of the Zoning Regulations. C. No Zoning Certificate of Compliance shall be issued for any dwelling unit unless and until such unit has been connected to a public water supply, suitable power supply,and a public sanitary sewer line. D. Storm drainage shall conform to the requirements of Section 6.6.5 of the zoning regulations. 7.22.4 Location,Land Area and Frontage A. Location Only a parcel of land zoned AA-30 Residential and abutting real property on which there is an existing multifamily development shall be proposed for inclusion in a MAHZ. B. Land Area The total area of a parcel to be rezoned MAHZ shall be a minimum of nine(9)acres of land, and a maximum of fifteen(15)acres. C. Frontage A parcel proposed for inclusion in a MAHZ shall have a minimum of 500 feet of frontage on a state highway. 7.22.5 Building Height The maximum building height of a principal building in a MAHZ shall be thirty-five(35)feet,measured from the mid-point of the roof pitch,excluding chimneys,cupolas,and similar architectural features that are not occupiable. Such building shall not exceed two(2) stories. 7.22.6 Coverage A. Maximum Impervious Coverage Impervious coverage for any parcel comprising a MAHZ development shall not exceed fifty percent(50%)of the total land area. B. Maximum Lot Coverage Building coverage for any parcel comprising a MAHZ development shall not exceed fifteen percent(15%)of the total land area. 2 7.22.7 Building Setbacks A. No principal building, structure, or use shall extend closer than forty(40)feet from any street line, or ten(10)feet from any side or rear lot line. However,a principal building, structure or use may be five(5)feet from any side or rear lot line,provided it is adjacent to a residential development that is owned by an entity that is affiliated with the applicant and consents to this setback. B. No accessory building, structure or use shall extend closer than forty(40)feet from any street line, or ten(10)feet from any side or rear lot line. Entry stairs,balconies,patios,platforms,decks and open porches necessary for ingress and egress shall be permitted within side or rear yard setbacks,provided that in no case may such structures be less than five(5)feet from any property line. However, an accessory building, structure or use may be five(5)feet from any side or rear lot line provided it is adjacent to a residential development that is owned by an entity that is affiliated with the applicant and consents to this setback. 7.22.8 Usable Open Space Any land within MAHZ that is set aside as recreation area or useable open space shall be properly laid out,graded,and landscaped. Passive open space may be left in its natural condition. 7.22.9 Parking and Circulation A. Parking in a MAHZ shall be provided at no less than 1.70 spaces per dwelling unit. B. The width,location and arrangement of driveways and other access ways and parking shall be consistent with public safety and welfare,and shall provide suitable access to fire apparatus or other emergency vehicles. C. Handicapped parking shall be provided in accordance with the requirements of the Connecticut General Statutes. Handicapped parking spaces shall generally be associated with handicapped- accessible units or with building entrances designed for handicapped access. 7.22.10 Signage A. An MAHZ development may have one(1)two-sided sign architecturally compatible with the development,with an area up to 42 square feet on each side. B. All other signage regulations outside of the monument sign shall apply. 7.22.11 Outdoor Lighting Outdoor lighting in a MAHZ development shall comply with the requirements of Section 6.3 of the Zoning Regulations. 7.22.12 Landscaping.Buffering and Sidewalks A. Landscaping,buffering, and screening 3 Landscaping shall conform to the requirements of Sections 6.2.1,6.2.2 and 6.2.3 of the zoning regulations. Buffering and screening shall be designed to reasonably mitigate visual,noise and other impacts,but there shall be no minimum buffer width,and§ 6.2.4 shall not apply. B. Sidewalks Sidewalks shall be provided within a MAHZ development. No sidewalks shall be required within the public right-of-way. All sidewalks within the MAHZ development shall have a width of four (4)feet. 7.22.13 Earth Filling and Excavation Earth filling and excavation shall comply with Sections 7.6 and 7.16 of the Zoning Regulations,provided that a separate permit shall not be required,and site plan approval under this subsection will constitute approval to carry out filling or excavation necessary to construct the site plan. 7.22.14 Required Amenities A. Refuse Area Refuse collection areas shall be provided and conveniently located for all units. The collection areas shall be properly screened and supplied with covered receptacles. B. Mail Boxes Mail boxes shall be provided and conveniently located for all units,as determined by the U.S. Postal Service. 7.22.15 Architectural Design The architectural design, scale,and mass of buildings and other structures,including, among other elements,the exterior building material,color,roof-line and building elevations, shall be residential in character so as to harmonize and be compatible with the neighborhood,to protect property values in the neighborhood,and to preserve and improve the appearance and beauty of the community. Pitched roofed buildings shall be encouraged. Roof-top mechanical equipment,other than solar energy panels, shall be screened from all sides. 7.22.16 Affordability Plan Compliance with General Statutes§8-30g The purpose of the MAHZ is to facilitate a residential community comprised of rental units with household income and monthly rent limits. It is intended that the restricted units will qualify as "assisted housing"in compliance General Statutes § 8-30g and will be administered, as stated in an Affordability Plan,in compliance with both General Statutes § 8-30g and the rules and regulations of any governmental program that provides development financing. The following requirements shall apply to MAHZ household income/rent-restricted dwelling units,to be known as "MAHZ Units"in a MAHZ: 7.22.16.1 In conjunction with an application for approval of a site plan for a MAHZ development,the applicant shall submit an "Affordability Plan,"in accordance with General Statutes § 8-30g, which shall describe how the regulations regarding affordability will be administered as assisted housing. The Plan shall include provisions for administration of and compliance with the provisions of this section, 4 f notice procedures to the general public of the availability of affordable units, identification of those units that are to be designated affordable,procedures for verification and yearly confirmation of unit occupancy income, and demonstration of compliance with affordability requirements to the Commission. Such Plan shall also include drafts of documents,such as deeds,that will be used in the administration of the affordability restrictions. 7.22.16.2 Calculation of the maximum monthly rental payment for assisted housing units within a MAHZ, so as to satisfy General Statutes § 8-30g, shall utilize the area median income data as published by the U.S.Department of Housing and Urban Development in effect on the day of lease. 7.22.16.3 All dwelling units in the MAHZ shall be occupied only as a lessee's principal residence. Sub-leasing of dwelling units shall be prohibited. 7.22.16.4 Notice of availability of the MAHZ units shall be provided through the procedures outlined in an affirmative fair housing marketing plan. The South Windsor Housing Authority shall be notified of any MAHZ unit availability. 7.22.16.5 The forty(40)year affordability period shall be calculated separately for each MAHZ unit in a MAHZ development,and the period shall begin on the date of occupancy of the MAHZ unit. 7.22.16.6 A violation of the Regulations contained in this Section shall not result in a forfeiture or reversion of title,but the Commission or its designated agent shall otherwise retain all enforcement powers granted by the Connecticut General Statutes,including the authority under General Statutes § 8-12 to issue notices of violation,to impose fines, and to seek injunctive relief. 7.22.17 Conflict of Provisions If any provision of these MAHZ regulations conflicts with a generally-applicable provision of the South Windsor Zoning Regulations,the provisions of this Section 7.22 will control. 5 Page 1 of 1 Zarambo, Lauren L. From: Lynne Pike DiSanto[Ipikedisanto@crcog.org] Sent: Thursday, November 03,2016 1:34 PM To: Zarambo, Lauren L. Subject: RE:Zoning Referral Form Good afternoon Lauren, Today, November 3, 2016,CRCOG received your referral of proposed zoning amendments pertaining to a new MAHZ provision in the AA-30 zone.We will review the materials submitted and contact you if we need additional information or have questions. Thank you, Lynne Lynne Pike DiSanto,AICP Principal Planner and Policy Analyst Capitol Region Council of Governments 241 Main Street,4th Floor Hartford, Connecticut 06106 (860)522-2217 ext. 211 1pikedisanto@crcog.org I' MUM t�t9F ..._..... _..._........ ... ...._......_........... ........ ........ ............ .. From:Zarambo, Lauren L. [mailto:Lauren.Zarambo@southwindsor.org] Sent:Thursday, November 3, 2016 11:55 AM To:Zoning Referral<zoningref@crcog.org> Subject:Zoning Referral Form Please find attached Zoning Referral Form for a zoning text amendment to the Section 7.22 of the South Windsor Zoning Regulations. A copy has been mailed to you today. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor,CT o6074 86o.644.25n ext 253 This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 11/3/2016 CRCOGCARTOL REGION COEWCIL OF GOVERNMENTS 241 Main street/Hartford/Connecticut/06106 Working together for a better region: Phone(860)522-2217/Fax(860)724-1274 www.crcogt 0m November 18,2016 TO: SOUTH WINDSOR PLANNING AND ZONING COMMISSION REPORT ON ZONING REFERRAL,Z-2016-119 Proposed amendment to Section 7.22 of the zoning regulations to provide provisions for Multifamily Assisted Housing(MAHZ)in AA-30 Residential Zones,Proposed developments will require special exception approval and at least 20111/0 of units need to qualify as assisted housing under CGS Section 8-30g. COMMISSIONERS: Receipt is acknowledged of the above-mentioned referral. Notice of this proposal was transmitted to the Policy and Planning Division of the Capitol Region Council of Governments under the.provisions of'Section.8-3b of the Connecticut General Statutes,as amended. COMMENT:The staff of the Regional Planning Commission of the Capitol Region Council of Governments has reviewed this referral and finds no apparent conflict with regional plans and policies or the concerns of neighboring towns. The proposed regulation would permit additional housing choice,as well as opportunity to meet the need for affordable housing,and thus supports the Capitol Region Plan of Conservation and Development's regional housing goal to"Increase the-range of choice in housing for people of all incomes and all ages,but especially for those who have the least choice in achieving their locational preference." Questions concerning this referral should be directed to Lynne Pike DiSanto. In accordance with our procedures this letter will constitute final CRCOG action on this referral. The public hearing date has been scheduled for 12/1312016. DISTRIBUTION: Planner: Hartford,Windsor,East Windsor,Ellington,Vernon,Manchester,East Hartford Respectfully submitted, Sandra Bobowski,Chairman Regional Planning Commission Karl Robert Profe,Vice Chairman Regional Planning Commission L Pike DiSanto,AICP Prtn pal Planner;and Policy Analyst Andover/Avon/Berlin/Bloomfield I Bolton/Canton I Columbia/Coventry/East Granby!East Hartford/East Windsor 1 Ellington 1 Enfield/Farmington 1 Glastonbury/Granby I Hartford/Hebron I Manchester/Mansfield/Marlborough/New Britain t Newington/Plainville/'Rocky Hkt/Simsbury/Somers I South Windsor/Southington/Stafford 1 Suffield/Tolland I Vernon/West Hartford/Wethersfield/W tiington/Windsor/Windsor locks A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the toms and the region SOWN Sf4 co zj To� G-PSO� ?Vbld4at y � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR•co�� TELEPHONE(860) 644-2511 November 28, 2016 Berry Patch III, LLC C/o James Bernardino Design Professionals, Inc. 21 Jeffery Drive South Windsor, CT 06074 Dear Mr. Bernardino: RE: Appl. 16-57P, Metro Realty Group - (1) request for a text amendment to add new Article 4, Section 4.22 Multifamily Assisted Housing in AA-30 Residential Zone (MAHZ) which includes Purpose; Procedures; Permitted Uses; Bulk requirements; Site and Design requirements and Affordability Plan requirements in accordance with CGS Section 8-30g; and (2) special exception to Section 4.22 site plan of development for a 78 unit apartment development to be known as "The Village at Berry Patch" on property located at 151 and 195 Oakland Road, AA-30 Residential zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, December 13, 2016 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on Oakland Road by Friday, December 2, 2016.. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary Resident Parking Analysis 175 Oakland Road, South Windsor, CT To approximate the number of resident vehicles to be expected at the proposed 78-unit apartment ' community at 175 Oakland Road, we utilized data from three of our similar housing communities in West Hartford and Farmington which are 348 apartments combined. We have license plate data for all our residents making vehicle counts an easy and exact process. We ' found that the average vehicles per one bedroom is 1.20 and 1.34 for a two bedroom. ' -243 Steele Road Residences at 299 Heritage Glen West Hartford_,CT I Farmington,CI I Farmington,CT 1 Or Vehicles 20.00 1 Or Vehicles 69.00 18r Vehicles 15.00 2 Or Vehicles 36.00 2 Or Vehicles 79.00 2 Or Vehicles 62.00 ' 1 Or Occupied Units 17.00 18r Occupied Units 56.00 1 fir Occupied Units 14.00 2 Or Occupied Units 23.00 2 Or Occupied Units 58.00 2 Br Occupied Units 51.00 Vehicles per i OR 1.18 Vehicles per 1 BR 1.23 Vehicles per 1 OR 1.07 ' Vehicles per 2 OR 1.57 Vehicles per 2 OR 1.36 Vehicles per 2 OR 1.22 Total-3 Communities ' Total 1 OR Vehicles 104.00 Total 2 8R Vehicles 177.00 Total 1 OR Occupied 87.00 ' Total 2 OR Occupied 132,00 Total Vehicles per 1 OR 1.20 Total Vehicles per 2 BR 1.34 Utilizing the data from the other comparable properties, we extrapolated the total resident vehicle count at 175 Oakland Road based on 36 two bedroom and 42 one bedroom units. The total estimated resident vehicle count is 98.48. With 136.parking spaces contemplated on the site, there are 37 excess parking spaces available for visitors. However, there will always be more than 37 excess spaces because it is almost.never the case that all residents are home at the same time. We find that there is a"float"of up to 10% due to residents' travel schedules, etc., meaning that closer to 50 spaces would likely be available at peak times. ' 175 Oakland Road-Projected #of 1 OR 42 ' #of 2 OR 36 Estimated Vehicles 1 OR 50.21 Estimated Vehicles 2 OR 48.27 ' Total Resident Vehicles 98.48 Total Parking Spaces 136 Excess/Visitor Parking 3752 ' 10%Float 13.6 Total Excess Parking 51.12 r ' School Age Children Study 175 Oakland Road, South Windsor,CT ' To approximate the number of school age children that the Town of South Windsor can reasonably expect from the proposed 78 apartment complex at 175 Oakland Road, we conducted two analyses. We could not analyze South Windsor because it does not have enough family rental apartment properties to r study. We chose Farmington. Why Farmington? Due to (i) similar size, (ii) similar demographics and (iii) enough apartments to have an adequate sample size. ' First, we analyzed the actual number of school age children("SAC") enrolled in schools and residing in apartment properties in Farmington. Second, we applied the"Rutgers University Residential Demographic Multipliers"to our development proposal to project the anticipated number of SAC. For r those of you not familiar,the Rutgers University, Center for Urban Policy Research "Rutgers University Residential Demographic Multipliers" ("the Rutgers Study"),publishes the most commonly used publication for predicting the fiscal impact of different housing types on communities throughout the ' United States. ' School Age Children in Farmington, CT Farmington has 914 non-age restricted one (1) or two (2)bedroom apartments among eleven (11) rcommunities. In those apartments, there are 213 children registered with the Town's Board of Education,making the ratio of children to apartment .23 school aged children per unit. Applying this ratio to the 78 proposed apartments at 175 Oakland Road in South Windsor, 18 SAC can be rextrapolated. We think the actual number will be substantially less since 80%of the proposed units are market rate and higher rental rates typically means fewer SAC. In a 120-unit community that we recently constructed in Farmington, with similar rents, there are 4 total SAC or .03 SAC per apartment r unit. rRutgers Residential Demographic Multipliers—For Connecticut The Rutgers Study predicts the number of SAC based upon rent levels and apartments types. As a general proposition, one bedroom apartments generate almost no SAC. 42 of the 78 units proposed are one rbedroom units. Furthermore, affordable apartments generate more SAC than market rate apartments. The plan contemplates that just 16 of the 78 total units are affordable; 8 one bedroom and 8 two bedroom affordable apartments are proposed. i Proposed community at 175 Oakland r Multiplier Units School Age Children 1BR - Market 0.01 34 0.34 r 11311 - Affordable 0.06 8 0.48 2 BR - Market 0.13 28 3.64 2 BR -Affordable 0.48 8 3.84 ' 78 8.3 r ' Using the Rutgers Study multipliers with the unit mix proposed at 175 Oakland Road,the estimated SAC is 8.3. The main reason for the substantially lower number of SAC is the proposed pricing on the market ' apartments, with a 1BR rent estimated at over$1,450 and a 2BR exceeding $1,800: Per the Rutgers Study, Two BR units renting at less than$1,300 generate.48 SAC per unit. Once the rent ' increases to between $1,300 per month and $1,800 per month, that figure drops to .19 SAC per unit. At a monthly rent of greater than$1,800,the number of SAC per unit drops to.13. The result is that the most expensive apartment units generate the fewest SAC. This does stand to reason since someone who can ' afford to pay a high rent can more likely afford a home which is typically more desirable when SAC are a part of the household. ' How accurate is the Rutgers Study? To verify the Rutgers estimates we studied the Town of Farmington's actual SAC count versus a computation incorporating the Rutgers Study. Utilizing the multipliers and the various price levels between one and two bedroom apartments in Town, we calculated 219 SAC (see chart below) compared to the actual count of 213 SAC obtained through the Board of Education. In nearly 1,000 apartments in ' Farmington,the Rutgers Multipliers extrapolated within 6 SAC of the actual count and a 97.18%accuracy. Farmington, T School Aga � r Victual School Age Children 21 Rutgers Study - Schoolage Children 21 Accuracy °�7.1 ' (see Exhibit A for complete breakdown of Farmington housing communities) ' Conclusion: It is our best estimate that the proposed 78 apartment community will produce between 6 and 10 SAC. ' The sixteen (16) affordable apartments are expected produce four (4) SAC while in the 62 market-rate apartments, due to the higher rental rates, we anticipate 3.98 SAC. Exhibit A One Bedroom Two Bedroom Multiplier Apts SAC Multiplier Apts SAC Less than$&50 0.075 0 0 Less than$1,300 0.48 362 173.76 $950 to$1,450 0.06 327 19.62 $1,300 to$1,800 0.19 90 17.1 More than$1,450 0.01 60 0.60 More than$1,450 0.13 GO 7.8 20.22 199.66 Less than$8SO Less than$1,300 01 Forest Court 36 Summit&Birch Hill 93 $M to$1,450 Lakeview 107 Summit&Birch Hill 94 Westwoods 34 Lakeview 107 Farmington Court 49 Heritage Glen 14 Heritage .18 Centennial 1121 Tunxis Apartments 20 327 Lovely Street 6 More than$1,41M 362 Residences at 299 60 $1,300 to$IfW Heritage 32 Forest Park 58 More than$1,450 Residences at 299 60 P.O.BOX 1167 21 JEFFREY DRIVE es gi SOUTH VANDSOR,CT 06074 PHONE:860.291.8755 ' FAX:860.291.8757 9111101111--owww.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS/ SURVEYORS/ GIS ANALYSTS/ LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island • • • LETTER OF TRANSMITTAL To: Jeffrey H. Folger Date: 11/15/2016 DPI Project No. 3616 Senior Environmental Planner Re: Berry Patch III 151 & 195 Oakland Road South Windsor, CT 06074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. 1 10/25/16 3616 Stormwater Management Report • These are transmitted as checked below: ❑ ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ® For your use ❑ Make corrections El Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due • El Prints returned after ban to us REMARKS: • • • • Lr--" : DEPT. SIGNED: �- CC: Laura enci, Executive Assistant 5NET 393 HIR75ER-- CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF REFERENCES: THIS PLAN REFERS TO THE FOLLOWING: # (.`, y cd PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. CALL 1-800-922-4455 1. PUN ENIIREO'PROPERTY h TOPOGRAPHIC PUN,143.151.a 195 OAK AND ROAD.souTH M F --.--- _ -- WINDSOR.CONNECTICUr DATED 10/7/2016 PREPARED BY DESIGN PROFESSIONALS,INC. - wiuGNr AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. �G SITE LAYOUT PLAN NOTES: N e4' .t "-"-- �I, 'CAGE BEFORE YOU DIG'-CONTFGCTOfi SHALL NOTIFY UTILITY COMPANIES OF PENDING ru _ YS PRIOR TO BEGINNING EXCAVATION. i 0.4KLgND ROgO - _--. __ �Rr. sad __ EXCAVATION BY CALLING 611 AT LEASE 3 2. THIS PLAN SHALL BE USED FOR SITE LAYOUT ONLY � INTERSECT - z - - 3. REFER TO NOTES SHEET FOR SITE LAYOUT NOTES TION$RE DI su y< _ '- _ _STANCE a 600't' - -.__ KEEP RIGHT SIGN - .. W/L/GNT TRAFFIC I ♦ $ 0 O PgCTE���'NEILL DA_=D=T_2a16 'dS, --_. ._ I - -..- - r r+ (REFER TO FENCE + r-5'�e�C (REFER TO LANDSCAPE ARCH.PLANS 40'F.Y. LVA 6 LV.2 FOR DETAILS) ONE NAY 516N .2 �r I -_.. �7.CONC.WALK STOP SIGN(TYP) INTERSECTION SIZE �"7.34 r� _--- ® STOP BAR(TYP) _ � �= PER TRAfFlC-1MPg0T-STUDY- ` u FF• .. D SIGN __ -- PREPARE,?.Byy-V!SS k_0'NEILL�gTEO OCT.2018+ n TO PROJECT IESIGNm LANDSCAPED COLLECTION AREA ��� 1 o .. - 16' BY OTHERS (LCA) TYP PROPOSED FENCE j g 2 7 6 BUILDING 7 (RE R TO LV.OR DETAILS)H.PLANS is I i O. LVAPROPOSED CURB I is E € fim 0 (2-UNITS) « $ 5 STOP SKIN(TYP)�'-s' 40'F.Y. MATCH EXISTING II �s s Cseg N p ¢d99p N a \ ^ I {9 1� E f 4g I a• \\1 I111 C`p 55p of ; I PAINTED CROSS WALK(TYP) mp- -8 1:'1 9'v 1 CONC.PAD DJ LLEAWK - E yg �° gii, MILD D S. R MAIL (TO BE -T STOP BAR(TYP) .- - <3 �" g DESIGN BY OTHERS) ® ta0 ' KEEP RIGHT SIGN `� 9' 33.73 I, yg EI cry NIIHEEL STOP(Tn') 8 ^gib{ d� m 17.53• ' it gg - A5 '.c.sYMeW(M') PROPOSED c�Ei� _ /"� a� I � 11 Jill�5a$j i �m I 4.00• 5. R LJ W OUMPSTER 1� BUILDING 1 i H.C.:'(TYP) P� FFm127.5 PROPOSED 4'HIGH . �, ♦� S BUCK VINYL CHAIN tq to (4 UNTIES) UNK FENCE C M q j 0 I .. 24, $ BR CONC.Wes, m„ q, .a J�-O N 1 -. .. aouAeO(TYP) � w � - '•.. ,ri R - R.:... Ce' -- - 1 10 4.00' p PROPOSED >• , R tA�9 R a $ BET.Wgly m C 1 CONCRETE a ( N BY OTHERS I. v a .1 v DUMP51� 12.18' ti j ACCESSIBLE RAMP(TYP) TRANSITION CURB ) ` STOP SIGN(TYP) .'-�STGP BAR(TW) :-- I I m E o ! BUILDING 5 \ IS. 10 \ To,S.Y. 0- LL FF-126.5 \ 9 I -'--- tl A. T 18 UNITS) R PP 10-�S.Y. �� r .. .. 6� BUII-0ING 5 )+24' BUILDING 2 ALLOWED UNDER _ { --��- a.oD• ® � � s.oD' FF-i z6.s sEcnaN 7.22.7A \ 4 1 Z \ TRANSITION CURB(TYP) 1 6^27- i ' BUILDING 6 - FF-124.5 - 4tf b tumors) 5 R BERRY PATCH ASSOCIATE ' LIMBED PARTNERSHIP PROPOSED 4'HIGH 8 _ BLACK VINYL CHAIN UNK F ENCE ENCE Xg 8 ; J \ 5'� : H.C. (TYP) Q 12 $€ H.C.SYMBOL 0YP) C € BUILDING 4 O - LA 9 .��xT FF-123.5 .3 (ISUNITS) BUILDING 3 STOP(T1P) \ C (8 UNNS). J BPI LDI 6. (16 UNITS) 4.00. S . PROP RET.1v, BOLLARD(TIP) (DESIGNBy EFII) 1 - R g B17. NO. USED F`S s• b DUMCRETE Y PROPoSED - R W PROPOSED DUMPSTER "- i 4RT /��� p� CONCRETE BOLLARD 0YP) N R-352.5' �� S GEN PUMP PPROPOSED SM.S STATION P� _ Lu ZONNdG TABLE OUMPS7ER - // PAD / PAD PROPOSED 4'HIGH ZONE:M-W ZOKE(MULRFAMLY/m51Ep HOUSWG) - "- y--y Y i ^ {gT_GONG.WAN)( m 1 BLACK VINYL CHAIN I Y 1 1C- ` y \�.�1 K UNK FENCE �1 ry LOT AREA B-13 ACRES 9.1f03 AC 9.W3 / e" ✓ LOT FRONTAGE 5pp' 707' 707' RIP-RAP I\- WALK FINAL OUTLET FINALFRDNr TARO w' 19a' WA' / - - DESIGNED - TO BE COOK• V / - _ (EXISTING CONC.BRIDGE TO BE REPLACED) ALIGNMENTDESIGN AND PROPOSED PEDESTRIAN BRIDGE TO BE DESED WITH OWNER AND DEVELOPER. _- BY OTHERS. FINAL DESIGN AND AUGNMENT TO 610E YARD 10'(1) 11 b' 3.2' - - BE COORDINATED WITH OWNER AND DEVELOPER. � AFAR YANII 1w 31.9' B1IADNO w PARKYIO 1.7 9'./UNIT - 138(2) N/F - 1 LOT COVERAGE 13X S.7R 12.Sz / BERRY PATCH ASSOCIATES MATCH MnM ' o LIMITED PARTNERSHIP �---- SEE INSET R NIPER,ws 301 1.25 AC.(12.B1) 3.127 AC.(31./1Dcommm (1(W 414WM IF ADJACENT TO ANmlm+AFFORDABLE HOUSING DEVENTAPMEM owNm 1n Ax AFPn#.re0 EN111Y Ym0 RID, S. - (2) 7a 111d13 13S ACES P 9 131 REWEIED 1.4 SPACE SPACES PLUS 131 CtlA4RKYYl.SPACES(138 TOTAL OEPICIFD) -- :: C-SP1 ' y f.T4 SPAFS PER UNIT :",..:.' S - INSET 1'-40' yET 4 OF 73 South • • Planning Department Memo To: Peter DeMallie, Design Professionals, Inc. From: Michele R. Lipe, Director of Planning Date: 12/5/2016 Re: Berry Patch III Apartment—Planning Dept. Review Comments General Comments I still have the concern that no open space requirement is addressed in the text amendment especially knowing the population you will be attracting Site Plan 1. Plans should reflect name change 2. Lighting plan with photometric diagram and lighting fixture should be included in the set 3. Missing architectural drawings for the two building closest to Oakland Road should be submitted 4. Walking path from the development through Berry Patch I and II should be better defined with way finding signage 5. Buildings should be numbered individually; attached is an address scheme from the assessor's office for the building numbering 6. Bus shelter location should be shown 7. Existing tress should be identified on the plans. Trees to be relocated (as indicated to Jeff Folger in the field) should be shown on the plans and existing trees to remain should be identified ADRC comments Trees to be saved should be identified on the plans with a tree preservation plan 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail Michele.lipe@southwindsor.org 0 Page 1 MEMORANDUM To: Michele Lipe, Town Planner Jeff Folger, Sr Environmental Planner From: Jeffrey Doolittle, Town Engineer Date: 12/2/16 RE: Application 16-57P— Berry Patch 3, 195 Oakland Road Engineering has reviewed the new site plan/special exception received for the above application and has the following comments: 1. Consider making the sidewalks 6 feet wide where they are adjacent to parking spaces and curbs. 2. A Fire Truck and other emergency vehicles as well as garbage and service trucks need to be able to easily enter and drive around the site without running into curbs or parked vehicles. The emergency vehicle circulation exhibit dated 11-30 shows several places where a fire trucks wheels will be over curbs and very close to parked vehicles. Adjustments to the site layout such as widening all or part of this driveway to 26 feet. widening the entrance and exit lanes to 18 feet and increasing turning radii should be considered so a fire truck can easily enter and drive around this site. 3. The 18 foot radius on the northern part of the site appear to be too tight. These corners should have 20-25 foot radius to allow more turning room for vehicles. 4. Show a sidewalk connection to the existing sidewalks in Berry Patch 1. 5. Most of the proposed retaining walls should be about 1 foot higher. A profile of all the retaining walls that shows the top and bottom of the walls as well as the adjacent ground needs to be provided to help finalize the elevations before the design of these walls is completed. 6. How will the ground and pathway between units 3 and 4 (FF=123.5) and units 5 (FF=126.5) be graded? The contours and drainage inlet elevations shown indicate slopes between 11% and 16% in this area which is much too steep for a sidewalk cross slope. The grades between these units need to be reviewed and probably revised. 7. The slope of the walk to the entrance on the south side of building 2 is almost 6% which is very steep close to the entrance. This slope should be reduced. 8. Where were TP 11 and 12 taken? I did not see these on the Drainage Plan. 9. The sanitary sewer gravity pipes should have a minimum slope of 2%. If this can not be achieved, show that the anticipated peak flows will achieve a minimum cleansing velocity of 2.5 fps. 10. More information is needed for the sanitary force main including anticipated peak flows, a profile of this line and/or pipe slopes, elevations and pipe type. 1 11. Design information for the proposed pump station will need to be submitted for review and approval. This includes the anticipated flows, wet well size, volume, pump sizing including design head and flow, elevation of control floats and volume between on-off-alarm modes, electrical controls building, emergency generator facilities, etc. 12.Show all utility connections (water, sanitary sewer, gas, electric) to all buildings, esp buildings 2, 5, and 6. . 13.Show how the drainage area for the water quality basin and stormceptor storm water treatment unit were determined, and how the and water quality flow rate and peak flow rate for the stormceptor water treatment unit were calculated. 14. The Stormwater Management Report includes a summary table but I need more information as to how the post development flows for each catchment and the entire site were determined. Please call me to discuss this report. 15.On the Storm Drainage System Maintenance, the underground detention/infiltration system should be inspected Annually. 16.Where will snow cleared from the driveways and parking areas be stored? 17. Include an emergency overflow spillway from the Water Quality Basin toward the pond to the south. 18.The thickness of the process aggregate base for the pavement cross section needs to be determined and shown. 19. For the Infiltration Trench Detail show a minimum of 1 foot width of stone on both sides of the pipes, or fill the trench width with stone, whichever is greater. 20.Specify the size of the Outlet Control Structure manholes and the location and construction of the weir in each, which are shown differently on the details. 21.Show the maximum slope on the Landscape Collection Area detail. Please contact me if you have any questions. 2 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 ����onals FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving ConnectIcut, Massachusetts, *Rhode Island • • LETTER OF TRANSMITTAL To: Inland Wetlands Agency& Date: 12/12/2016 DPI Project No. 3616 Planning and Zoning Commission c/o Director of Planning Michele Lipe Re: 175 Oakland Road 1540 Sullivan Avenue (currently 151 and 195 Oakland Road) South Windsor, CT 0,6074 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ® Copy of Letter ❑ Change Order ❑ COPIESDATE NO. DESCRIPTION 4 12/7/2016 1 Letter 14 12/7/2016 2 Site Plans(4 full size, 10 reduced size) 2 12/7/2016 3 Stormwater Management Report 4 12/9/2016 4 Lighting fixture cut sheet 4 12/7/2016 5 Clockwise and Counterclockwise Emergency Vehicle Circulation Exhibits 4 12/10/2016 6 Text Amendment : These are transmitted as checked below: ® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections El Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints : ® For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: Please accept the enclosed letter and updated plans and information to address Town staff comments. Please let us know with any questions or if anything else is needed. We look forward to discussing this project and the : enclosed updates at the next hearing. • SOUTH WlPli.)5�R N!APlNIt�� DEF''L : • SIGNED: CC: Dane LaBonte P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 SOUYi;�N,I d1)8C t PL^f 4lIN FAX: 860.291.8757 Ilr%ftssialmls 4~ www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwng Connecticut, Massachusetts, Rhode Island December 12, 2017 • Town of South Windsor Planning and Zoning Commission : Inland Wetlands Agency/Conservation Commission c/o Director of Planning Michele Lipe 1540 Sullivan Avenue South Windsor, CT 06074 • Re: 175 Oakland Road (currently 151 and 195 Oakland Road) Members of the Commissions, On behalf of the applicant, Berry Patch III, LLC, please accept this letter and the enclosed plans and information in response to comments received from Town staff as outlined below. Planning comments dated 12/5/2016: • General Comments I still have the concern that no open space requirement is addressed in the text amendment especially knowing the population you will be attracting. Enclosed is a revised Text Amendment dated 12/10/2016 that addresses open space in section 7.22.9. As outlined in the revised Text Amendment, Conservation Areas will be required. Enclosed in the updated site plans is an easement map outlining an area that is proposed to be a dedicated conservation area. • Site Plan 1. Plans should reflect name change. : The project is now referred to as 175 Oakland Road and is noted on the enclosed updated Site Plans. 2. Lighting plan with photometric diagram and lighting fixture should be included in the set. A lighting plan including photometrics is included in the enclosed updated Site Plans. Cut sheets for the proposed lighting fixture are enclosed. : 3. Missing architectural drawings for the two buildings closest to Oakland Road should be submitted. • Updated architectural drawings are enclosed. 4. Walking path from the development through Berry Patch I and II should be better defined with way finding signage. A sidewalk is proposed that connects the site, at the proposed bus shelter location,to the Berry Patch I and II projects through the existing BP I and II entrance drive off of Oakland Road. Walk/way signage will be added to better define the walking path from the development through Berry Patch I and II. The location, design, and quantity of signage will be developed by the applicant in consultation with Town staff and subject to final review and approval by Town staff prior to installation. S. Buildings should be numbered individually; attached is an address scheme from the assessor's office for the building numbering. : The building numbering as shown on the attached site plans is the Applicant's desired layout. It is our understanding that the numbering of the building is still under review from the Planning and Emergency Services staff. The Applicant will work with Town staff to finalize the building numbering layout. 6. Bus shelter location should be shown. The bus shelter location is shown in the northeastern corner of the site, near the intersection of Oakland Road and the access drive to the adjacent Berry Patch residential development as shown on the enclosed updated Site Plans. 7. Existing trees should be identified on the plans. Trees to be relocated(as indicated to Jeff Folger in the field) should be shown on the plans and existing trees to remain should be identified. Existing trees, including those to be maintained, are identified on the Demolition Plan included in the enclosed updated Site Plans. ADRC comments • Trees to be saved should be identified on the plans with a tree preservation plan. Existing trees to be maintained are identified on the Demolition Plan included in the enclosed updated Site Plans. esfgn : Engineering comments dated 12/2/16: • 1. Consider making the sidewalks 6 feet wide where they are adjacent to parking spaces and curbs. It is the applicant's belief that the 5 foot sidewalks are adequate as this is a residential use and 6 foot sidewalks are generally associated with more intense uses such as a commercial use. Also, when considering the proposed 5' wide sidewalks adjacent to parking spaces are in addition to the 0.75' wide curb that is proposed, this creates an effective distance between the face of curb and back of walk of 5.75'. 2. A Fire Truck and other emergency vehicles as well as garbage and service trucks need to : be able to easily enter and drive around the site without running into curbs or parked vehicles. The emergency vehicle circulation exhibit dated 11-30 shows several places where afire trucks wheels will be over curbs and very close to parked vehicles. Adjustments to the site layout such as widening all or part of this driveway to 26 feet, widening the entrance and exit lanes to 18 feet and increasing turning radii should be considered so afire truck can easily enter and drive around this site. • The enclosed updated Emergency Vehicle Circulation Exhibits (clockwise and counterclockwise) reflect the wider 18' access lanes and increased curb radii (from 18' to 22') and show the emergency services vehicle navigating the site without conflict. It is our understanding that the Fire Department is satisfied with the plan modifications and the exhibit. 3. The 18 foot radius on the northern part of the site appear to be too tight. These corners should have 20-25 foot radius to allow more turning room for vehicles. The previously proposed 18' radii on the northern part of the site are now shown as 22' : radii on the Site Plan included in the enclosed updated Site Plans. This update is also shown on the Emergency Vehicle Circulation Exhibits. 4. Show a sidewalk connection to the existing sidewalks in Berry Patch 1. A sidewalk connection to the existing sidewalks in Berry Patch I is now shown on the Site Plan included in the enclosed updated Site Plans. 5. Most of the proposed retaining walls should be about I foot higher. A profile of all the retaining walls that shows the top and bottom of the walls as well as the adjacent ground needs to be provided to help finalize the elevations before the design of these walls is complete. No changes have been made at this time to the retaining walls in the enclosed updated Site Plans. As this project moves forward and before final wall designs are initiated, wall e� : profiles will be developed and submitted to Town staff for review and approval prior to construction, a note has been added to the site plans requiring this coordination. • 6. How will the ground and pathway between units 3 and 4 (FF=123.5) and units 5 (126.5) be graded? The contours and drainage inlet elevations shown indicate slopes between 11% and 16% in this area which is much too steep for a sidewalk cross slope. The grades between these units need to be reviewed and probably revised. The Grading Plan included in the enclosed update Site Plans incorporates additional proposed spot elevations to better define the proposed topography in this area. The maximum proposed cross slope of the sidewalks in this area is 2%. Also, for additional detailing,the top and bottom elevations of the landscape collection areas have been added (elevations also reflected on the Landscaped Collection Area detail). The proposed topography included in the enclosed updated plans is substantially the same in this area as previously proposed with the exception of the added spots for clarification. 7. The slope of the walk to the entrance on the south side of building 2 is almost 6%which is very steep close to the entrance. This slope should be reduced. The Grading Plan included in the enclosed update Site Plans now has additional proposed spot elevations to better define the proposed topography in this area. The maximum proposed cross slope of the sidewalks in this area is 2% and the maximum proposed running slope is 5%. The proposed topography included in the enclosed updated plans is substantially the same in this area as previously proposed with the exception of the added spots for clarification. 8. Where were TP 11 and 12 taken?I did not see these on the Drainage Plan. TP 11 and TP 12 were taken within the area of Landscape Collection Area(LCA)#2 as shown on the Drainage Plan included in the enclosed updated Site Plans. 9. The sanitary sewer gravity pipes should have a minimum slope of 2%. If this cannot be achieved, show that the anticipated peak flows will achieve a minimum cleansing velocity of 2.5 fps. The sanitary sewer gravity pipes are now proposed to have minimum slopes of at least 2% as shown on the Utility Plan included within the enclosed Site Plans. 10. More information is needed for the sanitary force main including anticipated peak flows, a profile of this line and/or pipe slopes, elevations and pipe type. At this time, we have provided conceptual detailing of the proposed pump station with design parameters that are required to be met. Detailing is generic as to provide the Applicant with the flexibility of selecting a final pump product. The force main layout is shown, Daily and Maximum Daily flows are provided, and the pump station inlet and force eslgn : main outlet elevations are shown so that, depending on the selected pump manufacture,the wet well, float elevations, and final pump selection can be selected. • The Applicant has committed to install a duplex pump and alarm system. Additionally, a pad mounted generator will be installed, capable of running the selected pumps. All of which are shown on the conceptual detailing provided in the revised set of site plans. 11. Design information for the proposed pump station will need to be submitted for review and approval. This includes the anticipated flows, wet well size, volume,pump sizing including design head and flow, elevation of control floats and volume between on-off-alarm modes, electrical controls building, emergency generator facilities, etc. • Please see response to comment#11 above. 12. Show all utility connections (water, sanitary sewer, gas, electric) to all buildings, esp. buildings 2, S, and 6. Utility connections have been added for all buildings. In those locations where water/sewer are to be interconnected between buildings,they are called out as such. 13. Show how the drainage area for the water quality basin and stormceptor storm water treatment unit were determined, and how the water quality flow rate and peak flow rate for the stormceptor water treatment unit were calculated. The drainage area for the water quality basin is noted on the enclosed Water Quality Drainage Areas Sketch and in the HydoCAD Report as Subcatchment area 1 S `Flow to Basin' and has been highlighted for clarity. The drainage area for the water quality unit is noted on the enclosed Water Quality Drainage Areas Sketch and in the HydroCAD Report as Subcatchment area 4S `Flow to WQU' and has been highlighted for clarity. The water quality flow rate for the water quality unit was calculated in the Water Quality Flow Calculations included as an appendix the Stormwater Management Report. The peak flow rate for the water quality unit was calculated as the peak flow rate during the 10-year storm which is noted in the HydroCAD Report for Subcatchment area 4S `Flow to WQU' 14. The Storm Water Management Report includes a summary table but I need more information as to how the post development flows for each catchment and the entire site were determined. Please call me to discuss this report. • We were able to discuss concerns with Mr. Doolittle on a phone call on Wednesday, December 7, 2016. The enclosed updated Stormwater Management Report includes : hydrographs of the post-development flows for the design point for all design storms. We believe the plan and reports submitted herewith address his concerns, but will continue to work with the Engineering Department to address all comments. 15. On the Storm Drainage System Maintenance, the underground detention/infiltration system should be inspected annually. The Storm Drainage System Maintenance and Operation notes on the Erosion and Sedimentation notes and Details Sheet state that the Infiltration Basins and Underground Detention/Infiltration Systems shall be inspected bi-annually (twice per year), which is more frequent that what is being requested. 16. Where will snow cleared from the driveways and parking areas be stored? • Snow cleared from the driveways,parking areas, and walkways during snow events will be plowed and/or thrown into landscape areas onsite as much as practical without posing potential damage to existing landscape features. At such time that the landscape areas no longer can support additional snow storage, it will be removed from the site. 17. Include an emergency overflow spillway from the Water Quality Basin toward the pond to the south. An emergency overflow spillway from the Water Quality Basin toward the pond is now shown on the Grading and Drainage Plans included in the enclosed updated Site Plans. The elevation of this overflow has been set such that flows from the 25-year design storm event and higher are directed through the spillway. The enclosed updated Post- Development HydroCAD Report reflects this modification to the basin. 18. The thickness of the process aggregate base for the pavement cross section needs to be determined and shown. The thickness of the process aggregate base for the pavement cross section is noted on the Standard Duty Bituminous Concrete Pavement Section detail as shown on Detail Sheet 1 included in the enclosed updated Site Plans. 19. For the Infiltration Trench Detail show a minimum of I foot width of stone on both sides of the pipes, or fill the trench width with stone, whichever is greater. The Infiltration Trench Detail now shows 1' of stone on both sides of the pipes as shown on Detail Sheet 3 included in the enclosed updated Site Plans. • 4=onmb : 20. Specify the size of the Outlet Control Structure manholes and the location and construction of the weir in each, which are shown differently on the details. • The sizes of the Outlet Control Structures and the locations and orientations of the weirs in each are shown on Detail Sheet 4 included in the enclosed updated Site Plans. 21. Show the maximum slope on the Landscape Collection Area detail. The maximum slope is added to the Landscape Collection Area detail shown on Detail Sheet 4 included in the enclosed updated Site Plans. Environmental comments dated 11/30/16: 1. A soil report must be provided that estimates the infiltration capacity of the subsoil. A soil report that addresses the infiltration capacity of the subsoil is enclosed within the enclosed updated Stormwater Management Report. It is noted that the inflation capacity of the soil is limited,thus the revised drainage computations attached hereto no longer account for infiltration, though there is a limited amount anticipated with the designs. 2. The subsoil on the site is comprised of red sandstone parent material with a silty composition. Perimeter erosion controls must be designed to adequately trap and filter fine soil particles to prevent discharge into the adjacent pond or watercourse. • Perimeter erosion controls are shown on the Erosion and Sedimentation Plan included in the enclosed updated Site Plans. A double row of silt fencing has been added to the previously proposed erosion control measures to assist in preventing sediment runoff from the property. • 3. Temporary protection of the outlet structure in the proposed water quality basin is required to trap fines within the basin during construction. • Additional temporary protection of the outlet structure in the proposed water quality basin is shown on the Erosion and Sedimentation Plan included in the enclosed updated Site Plans. This includes a gabion/woodchip dike located at the outlet of the water quality basin. 4. The existing Oakland Road runoff outfall needs to be evaluated and have some stabilization measures applied to this area. • The existing outfall is proposed to be improved as shown on the Grading and Drainage Plans included in the enclosed updated Site Plans. eai� : 5. The stormwater retention system relies to a large part on the storage space around the proposed pipe system and within the rain gardens. Please provide the combined storage volumes involved with this system and compare this volume to a standard retention/detention basin of appropriate size. If you consider all of the storage capabilities for the landscape collection areas and the underground infiltration trenches, it would equate to a conventional drainage basin of approximately 75' wide by 135' long and 3' deep. An exhibit of this was presented to the Inland Wetland Agency at their hearing on December 7, 2016. We trust that the above and enclosed information and plans satisfactorily address the staff comments as outlined above. If any additional information is needed or any additional questions arise,please feel free to contact us at 860-291-8755. Sincerely, ames Berardino, PE Dane LaBonte, EIT Director of Engineering Senior Project Engineer A028 LED SERIES LUMINAIRE A028 LED Description: Lighting for exterior retail,commercial and hospitality environments.The A028 Series consists of an efficient Type ill(T3)or Type V(TS)refractive acorn combined with one of several styles of cast aluminum fitters. 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S,OOOK 70 3,600Im Ezampe:D13T/AO25AC-T3/M-3H/8LK PhotomefTy l+ A028AC-TS/Yl£-SY4H Lumkuke Lu ma-6,131 { Scale:t LMq a 12 FL MDwft Heipta-12.00 FL ; i j1 1 I a i 3 p€ b s� 2 Appl #16-57P, 175 Oakland Housing Public Hearing, 12-13-16 Planning Department Report 1. Request for Special Exception under the proposed 7.22 Multifamily Assisted Housing in AA-30 Residential zone and Site Plan of Development approval to construct 78 apartment units on the south side of Oakland Road, westerly of the existing Berry Patch entrance, AA-30 zone. 2. The site is surrounded by residentially-zoned land to the west and north, and senior housing to the south. 3. The application is being submitted as a CGS §8-30g Affordable Housing application, Other similar Metro Realty Group developments were submitted where they were the co applicant with the Town of South Windsor. This development will provide housing suited to the needs of all ages. 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. • 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. 1 • The architectural design is aesthetically pleasing and blends well into the surrounding area. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 5. Proposed building height is 24 feet; 30 feet allowed. The site size 9+ acres. Minimum required frontage is 500 feet on a State highway. Maximum allowed density is 15 units per net buildable acre; the plan as presented has 15 units per acre. 6. Minimum parking required is 1.7 space per unit. The applicant is providing 136 spaces for 78 units. 7. Pedestrian access via bituminous sidewalks has been provided throughout the site. An interconnection is being made to the existing site and a new walkway is being added along the existing Berry Patch entrance. Staff have suggested that the walking path be better defined and way finding signage to be added. 8. Open space requirement written into the regulations is the dedicated conservation area. Because of the population that is being attracted, staff would suggest additional recreational elements be added, e.g. playscape, bike racks, etc. 9. There is no buffer requirement for this project. There is also a row of large pine trees already existing along the water course and the health of the trees will be reviewed and additional plantings will be added to screen the neighbors to the south. Other trees to be preserved include that large maples along the frontage and relocation of existing trees 10.The development will be serviced by a single access drive off of Oakland Road. The traffic report includes trip generation data from the Institute of Traffic Engineering's Trip Generation Manual. The traffic study submitted indicates that sight line from Oakland Road looking west is adequate. 11.The fire chief and fire marshal have reviewed the plans and changes have been made to satisfy their concerns. 12.The site does contain any regulated wetlands. IWA/CC opened the public hearing on 12/7/16; the hearing has been held open until Dec 21 to address revised comments. 13.Public water and sewer are provided. Water Pollution Control Authority approval is required. 14.Architectural and Design Review Committee reviewed this application on December 1. The Committee was generally satisfied with the proposal and encouraged the preservation of significant trees along Oakland Road. 15.??The Town Plan depicts this area as Residential. The Residential category includes medium-high density residential. The Town Plan notes, for example, that medium- 2 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. The Housing Element of the Town Plan of Conservation includes goals that are relevant to this application, including: • Allow flexibility in meeting emerging housing preferences and needs — allow a multi-family type development as a transition. • Monitor Housing Affordability - Town could encourage affordable housing and provides such tools as density bonuses to create affordable units. 16.This project will provide South Windsor with additional affordable units on the State's "10%" list. While South Windsor has not been able to attain 10% of housing stock as affordable units required by State statutes in order to be exempt from affordable housing appeals, this development will give us enough credits toward a 4- year moratorium from affordable housing appeals suits. 10.The applicant has submitted an affordability plan that indicates that the applicant will administer the Plan for the duration of the affordability restrictions (however specifics of duration are omitted) unless transferred with notice to the Commission. The Plan also includes an affirmative fair housing marketing plan governing the rental of units; a calculation of the maximum rents under today's median income for the area; a commitment that 20% of the units will be affordable; and a sample Declaration and Agreement of Restrictive Covenants, the terms of which will be amended to reflect CHFA mortgage obligations for this development. 11.If this application is approved, the Planning Dept requests the public hearing stay open to receive a report form the IWA/CC actions and to address the remaining staff comments. 1/10/17 Update IWA/CC approved the application. Following condition were of note: 1. A bond shall be collected in the amount of $25,000 to ensure proper placement and maintenance of erosion and sediment controls, and a bond shall be collected in the amount of $20,000 for installation and maintenance of stormwater structures. 2. No snow storage along the southern edge of the property where it adjoins the pond, with appropriate signage to notify maintenance personnel of this policy. This stipulation is to be put on the plans as part of the operations and maintenance 3 schedule. 3. No landscaping debris or waste to be deposited along the southern edge of the property where it adjoins the pond, with appropriate signage to notify maintenance personnel of this policy. This stipulation is to be put on the plans as part of the operations and maintenance schedule. Architecture fagade facing Oakland Road has been modified to provide more interest. Additional plantings have been added along the frontage; Chair had asked about an approval condition to allow review of effectiveness of the plantings Applicant has clarified on the plans that the existing drive will be used for the walkway. With the elimination of the additional sidewalk what other improvements are proposed as a part of the open space plan? I see the addition of one bike rack. There was some discussion about placing a sidewalk along the Oakland Road frontage and was going to be reviewed by the applicant 4 • • • i I • i • 'v �: sue. �• •� � � � `',!� � , v CLOC EMERGENCY VEHICLE CIRCULATION EXHBIT 1-3 2016-12-09 \ >< , Imm"10 SIN • EMERGENCY VEHICLE CIRCULATION EXHIBIT 2016-12-09 P.O. BOX 1 167 V4 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 � FAX: 8 .8757 I www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island Special Exception Review Criteria : (14 of them in Section 8.413) Planning&Zoning Commission 175 Oakland Road MAHZ Peter R. DeMallie Comments • 1) POCD-this development is consistent with POCD's goals of providing a variety of housing to meet the community's needs, and development to reinforce the commercial center of : Town, historically known as Wapping Village. 2) Zoning -we are meeting zoning regulations, as modified by our text amendment. 3) Physically suited site- yes, our site design demonstrates the site is physically suited for this development. 4) We are not proposing any adverse environmental impacts. 5) F&O's report indicates no traffic hazards. We know of no other hazards resulting from this development. 6) Impacts on infrastructure will be minimal (utilities, sidewalks, streets, etc.) 7) Minimal to no impacts (presumably adverse) on existing uses in area. 8) This high quality development should preserve area property values. Too far away to have an impact. 9) Character of neighborhood will be maintained or minimally developed (in keeping with character of abutting Berry Patch I and I1). 10) Community's general welfare is certainly to be served by the addition of this wonderful development. 11)We are meeting community needs, and we believe it will be well received by neighbors. 12)Structures on this property are not really historic. We are razing 151 Oakland Road (1920's house) and 195 Oakland Road (1950's house) and related outbuildings. 13)This development is physically compatible with surrounding development and PZC's goals for this neighborhood. 14)Architectural design is aesthetically pleasing and blends in well. ASSOCIATED ARCHITECTS, LLC OF CENTRAL CONNECTICUT — ESTABLISHED 1960 — ARCHITECTURE AND PLANNING December 20, 2016 To Whom It May Concern, Subject: The Village at Berry Patch, 151 & 195 Oakland Road,South Windsor,CT Questions were asked during Public participation and again by one of the Connnission Members at the Planning & Zoning Conunission meeting held on Tuesday December 11, 2016 re: The subject above referencing fire separations, fire protection and sound ratings. Let the following serve as this writer's answers to those questions: — Use Group: R-2 multi-family dwellings — Type of Construction: Type 513 Unprotected - Floor construction/dwelling unit separation: I hr. between first and second floor flats. Underwriter Laboratories, Inc. (UL) Fire Resistance Ratings Design UL #L521 - Wall construction/dwelling unit separation: I hr. between town houses. Underwriter Laboratories, Inc. (UL) Fire Resistance Ratings Design UL#341 — Second floor to attic: Underwriter Laboratories, Inc. (UL)Fire Resistance Ratings Design UL#P522 — NFPA Fire Protection System(Sprinklers): A NFPA 13R Sprinkler System will be provided in all buildings. — Acoustical Ratings: Minimum acoustical or Sound Transmission Class (STC) ratings for wall and floor ceiling assemblies shall be as follows: • STC 34-39 within living units in bathrooms and bedrooms; • STC 52 between living units,both horizontal(floor&ceilings) and vertical (walls). Respectfully Submitted, XWA-FV\ Charles R.Nyberg,R.A., Member Associated Architects, LLC of Central CT 37 Northwest Drive Plainville, CT 06062 charlie a,associatedarchitects.com ph. 860-747-2801 fax 860-747-2814 ASSOCIATED ARCHITECTS, LLC OF CENTRAL CONNECTICUT 37 NORTHWEST DRIVE - PLAINVILLE - CONNECTICUT 06062 p: 860.747.2801 - f: 860.747.2814 • e: info@associatedarchitects.com Contains Classifications in effect as of December 14, 2007 See Volume 2A and 2B for Hourly Ratings for Joint Systems, Through- Penetration Firestop Systems and Electrical Circuit Protective Systems and Duct Assemblies See Volume 3 for Hourly Ratings for Dampers, Fire Doors, Glazing Materials and Related Equipment Please read information contained in paragraph 2 on page v and the number system table for fire rated assemblies on page 1 in Volume 1 l!L Underwriters Laboratories Inc. 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) 477 =)expanded galvanized steel diamond mesh,3.4 lbs/sq yd or Maxxon Design No. L521 Corp.UL Classified Crack Suppression Mat(CSM)loose•laid over the Unrestrained Assembly Rating—1 Hr floor'mat material.Floor topping"mixture shall be min 1'in. Finish Rating—25 Min(See Items 5 and 5A) MAXXON CORP—Type Crack Suppression Mat(CSM) Load Restricted for Canadian Applications—See Guide BXUV7 Finish Flooring-Floor Topping Mixture*—Min 3/4 in.thickness of z t s or topping mixture having a min compressive strength of 1200 psi. 'W;ture shall consist of.4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. ..RAPID FLOOR SYSTEMS—.Type RF,REP RFU,RFR,Ortecrete :`0 System No.6 / 4 Subflooring—Min 3/4 in.thick wood structural panels,min,grade t•"Underlayment"or"Single-Floor".Face grain of plywood or strength s 3 s a ' Fm EM Jo41 RW Sw Beb+ !axis of panel to be perpendicular to joists with joints staggered.Long z edges may be T&G or square. Finish Flooring—Floor Topping Mixture*—Compressive strength to be 2500 psi min.Thickness to be 3/4 in.min.Refer to manufactur- er's instructions_accompanying the material for specific mix design. ALPHA 7 GYPSUM L L C—Gyp Cement Commercial Floor = -' Topping s 3- 4—a--I .. z;Wood joist =Min 2 by 10 in.,spaced 16 in.OC and effectively fire- blocked in accordance with local codes. 2 t 3. Cross Bridging - Min 1 by 3 in.or min 2 by 10 in..sohd_blocking. :4 Batts&Blankets* — Nom 48 by 16 by 3 in.thick glass fiber batts secured.to joists on both sides.with staples spaced 12 in.OC. tf i. CERTAINTEED-CORP ," z•.e 2 KNAUF INSULATION GMBH ) `l OWENS CORNING t r,-5. Resilient Channels — Nom 1/2 in.deep resilient channels,formed 3 a e s r s from No.25 MSG galv steel and shaped as shown,spaced 24 in.OC Perpendicular to joists.Channels overlapped at splice 6 in.at ends and ARemate Insulation Placement r: secured to.each joist with one 1-1/4 in.long No.7 Type S.bugle Bead 1. Flooring System— The flooring system shall consist of one of the fol- screw.Additional resilient channels positioned so as to coincide with lowing:_ " end joints of gypsum board(Item 6).Additional channels shall extend System No.1 min 3 in.beyond each side edge of board. ,. Subflooring—Nom 23/32 in.thick wood structural panels installed 5A,_Steel Framing Members*— (Optional,Not Shown)-Used as an alter- perpendicular to trusses with end joints staggered.Plywood or panels k_ hate method to attach min._1/2 in.deep resilient channels(Item 5)to ol d joists(Item 2).Resilient channels are friction fitted into clips,and secured to trusses with construction adhesive and No.6d,ringed shank then clips are secured to the bottom of each wood joist with a min. nails,spaced 12 in.OC along each truss.Staples having equal or 173/4 in.long No.7 Type S.bugle head steel screw through the center greater withdrawal and lateral resistance strength may be substituted hole of the clip and the resilient channel flange.Adjoining resilient for the 6d nails. channels.are overlapped 6 in.under joists.The clip flange.is opened Vapor Barrier—(Optional)-Nom 0.030 in.thick commercial asphalt slightly to accommodate the two overlapped channels.Additional clips saturated felt. required to hold resilient channel that supports the gypsum board butt Finish Floor—Min 1 by 4 in.T&G lumber installed perpendicular to f `joints,as described in Item 6. trusses,or min 15/32 in.thick wood structural panels,min grade KEENE BUILDING PRODUCTS CO INC—Type RC Assurance. "Underlayment"or"Single-Floor".Face grain of plywood or strength 6.'.Gypsum Board*— Nom 5/8 in.thick,48 in.wide gypsum board, axis of panel to be perpendicular to joists with joints staggered. installed with long dimension perpendicular to resilient channels and System No.2 side edges located between joists.Gypsum board secured with 1 in. Subflooring—Nom 23/32 in.thick wood structural panels installed long No 7 Type S bugle head screws spaced 12 in.OC:End joints of perpendicular to trusses with end joints staggered.Plywood or.panels gypsum board similarly fastened to additional resilient channels posi- secured to trusses with construction adhesive and No.6d ringed shank 1 tinned at end joint locations.Screws located 5/8 in from side and end nails,spaced 12 in.OC along each truss.Staples having equal or joints. : greater withdrawal and lateral resistance strength may be substituted AMERICAN GYPSUM CO—Types AG-C for the 6d nails. CERTAINTEED GYPSUM INC—Types FRPC,ProRoc Type C Vapor Barrier—(Optional)-Nom 0.030 in.thick .commercial asphalt CERTAINTEED GYPSUM CANADA INC—ProRoc Type C saturated felt. CANADIAN GYPSUM COMPANY—Types C,IP X2,IPC-AR Floor Mat Materials*—(Optional)—Nom 6 mm thick floor mat G-P GYPSUM CORP,SUB OF material adhered to subfloor with Hacker Floor Primer.Primer to be GEORGIA-PACIFIC CORP=Type 5 applied to the surface of the mat prior to the placement of floor- -TypesLAFARGE NORTH AMERICA INC LGFC-C,LGFC- topping'mixture.When floor mat material is used,min thickness of C/A floor topping mixture is 1 in. NATIONAL GYPSUM CO—Type FSW-C or FSK C HACKER INDUSTRIES INC—Type Hacker Sound-Mat. PABCO'BUILDING PRODUCTS L L C,DBA Alternate Floor Mat Materials*—(Optional)=Floor mat material PABCO GYPSUM—Type C or PG-C nom 10 mm thick adhered to subfloor.with Hacker Floor Primer. TEMPLE-INLAND FOREST PRODUCTS CORP Type TG C Primer to be applied to the surface of the mat prior to the placement UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR of a min 1-1/2 in.of floor-topping mixture. USG MEXICO S A DE C V—Types C,IP=X2;IPC-AR HACKER INDUSTRIES INC—Type Hacker Sound-Mat II. 7. Finishing System-'(Not Shown) — Vinyl,dry or premixed joint com- Alternate Floor Mat Materials*—(Optional)—,Floor mat material pound,applied in two coats to joints and screw-heads.Nom 2 in,wide nom 1/4 in.thick loose laid over the subfloor.Floor topping thickness paper.tape embedded in first layer of compound over all joints.As an shall be a min of 1 in. alternate,nom 3/32 in.thick veneer plaster may be;applied to the HACKER INDUSTRIES INC—Type Quiet Qurl 55/025 L entire surface of gypsum•board. Alternate Floor Mat Materials*—(Optional).—Floor mat material *Bearing the UL Classification Mark nom 3/8 in.thick loose laid over the subfloor.Floor topping thickness shall be.a min of 1-1/2 in. HACKER INDUSTRIES INC—Type Quiet Qurl 60/040 Alternate Floor Mat Materials*—(Optional)-Floor,mat material nom 3/4 in.thick loose laid over the subfloor.Floor.topping thickness shall be.a min of 14/2 in.- E` LOOK FOR THE UL MARK ON PRODUCT 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 478 FIRE RESISTANCE RATINGS-ANSUUL 263(BXUV) FIRE RESISTANCE RATINGS-ANSIIUL 263(BXUV) HACKER INDUSTRIES INC—Type Quiet Qurl 65/075 psi.Refer to manufacturer's instructions accompanying the material for K,' Metal Lath(Optional)—For use with 3/8 in.or 10 min floor mat specific mix design. materials,3/8 in.expanded steel diamond mesh,3.4 lbs/sq yd placed UNITED STATES GYPSUM CO—LEVELROCKO Brand 3500, over the floor mat material.Hacker Floor Primer to be applied prior to Brand Commercial RH the placement of the metal lath.When metal lath is used,floor topping - System No.6 thickness a nom 1-1/4 in.over the floor mat. Subflooring—Nom 23/32 in.thick"wood structural panels installed perpendicular to trusses with end joints staggered.Plywood or panels Finish Flooring-Floor Topping Mixture*—Min 3/4 in.thickness of secured to trusses with construction adhesive and No.6d ringed shank :z floor topping mixture having a min compressive strength of 1100 psi. nails,spaced 12 in.OC along each truss.Staples having equal or 5A. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mix- greater withdrawal and lateral resistance strength may be substituted - ;; tore to 1.9 cu ft of sand. for the 6d nails. HACKER INDUSTRIES INC—Firm-Fill Gypsum Concrete, Vapor Barrier-(Optional)-Nom 0.030 in.thick commercial asphalt Firm-Fill 2010,Firm-Fill 3310,Firm-Fill 4010,Firm-Fill High saturated felt. Strength,G San Radiant *— ` $ Gyp-Span Floor Mat Materials (Optional)-Min 3/8 in.to max 3/4 in,thick System No.3 floor mat material loose laid over the subfloor. Subflooring—Nom 23/32 in.thick wood structural panels installed UNITED STATES GYPSUM CO—Levelrock Brand Sound i perpendicular to trusses with end joints staggered.Plywood or panels Reduction Board secured to trusses with construction adhesive and No.6d ringed shank Alternate Floor Mat Materials*— (Optional)-Nom 1/4 in.thick floor 1 nails,spaced 12 in.OC along each truss.Staples having equal or mat material loose laid over the subfloor.Floor topping thickness shall greater withdrawal and lateral resistance strength may be substituted be as specified under Floor Topping Mixture. for the 6d nails. UNITED STATES GYPSUM CO—LEVELROCKO Brand Floor Vapor Barrier—(Optional)-Nom 0.030 in.thick commercial asphalt to Floor Mat Serial *— Alternate Floor Mat Materials. (Optional)-Nom 3/8 in.thick floor saturated felt. mat material loose laid over the subfloor. Finish Floor-Mineral and Fiber Board*—Min 1/2 in.thick,supplied SOLUTIA INC—Type SC50 in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft.All joints to be stag- Finish Flooring-Floor Topping Mixture*— Min 1/2 in.thickness of € gered a min of 12 in.with adjacent sub-floor joints. floor topping mixture having a min compressive strength of 3000 psi. Refer to manufacturer.'s instructions accompanyingthe material for s e 5B HOMASOTE CO—Type 440-32 Mineral and Fiber Board P System No.4 cific mix design. Subflooring Nom 23/32 in.thick wood structural panels installed UNITED STATES GYPSUM CO—LEVELROCKO Brand-4500 to trusses with end joints staggered.Plywood or panels System No.7 +" perpendicular 1 gg 5�^ p Subflooring—Min 3/4 in.thick wood structural panels,min grade secured to trusses with construction adhesive and No.6d ringed shank "Underlayment"or"Single-Floor".Face grain of plywood or strength nails,spaced 12 in.OC along each truss.Staples having equal or axis of panel to be perpendicular to joists with joints staggered.Long greater withdrawal and lateral resistance strength may be substituted edges may be T&G or square. for the 6d nails. Finish Flooring—Floor Topping Mixture*—Compressive strength Vapor Barrier—(Optional)-Nom 0.030 in.thick commercial asphalt to be 2500 psi min.Thickness to be 3/4 in.min.Refer to manufactur- i saturated felt. er's instructions accompanying the material for specific mix design. Floor Mat Materials*=(Optional)'-Min 3/8 in.to max 3/4 in.thick ALPHA 7 GYPSUM L L C—Gyp-Cement Commercial Floor floor mat material loose laid over the subfloor. Topping J4 UNITED STATES GYPSUM CO—LEVELROCKO Brand Sound 2. Trusses— Parallel chord trusses,spaced a max of 24 in.OC,fabricated Reduction Board from nom 2 by 4 lumber,with lumber oriented vertically or horizon- Alternate Floor Mat Materials*— (Optional)-Nom 1/4 in,thick floor tally.Min truss depth is 12 in.Truss members secured together with mat material loose laid over the subfloor.Floor topping thickness shall min 0.0356 in.thick galv steel plates.Plates have 5/16 in.long teeth be as specified under Floor Topping Mixture. projecting perpendicular to the plane of the plate.The teeth are in pairs t'< UNITED STATES GYPSUM CO—LEVELROCKO Brand Floor facing each other(made by the same punch),forming a split tooth type 6 Underlayment SRM-25 plate.Each tooth has a chisel point on its outside edge.These points Alternate Floor Mat Materials*— (Optional)-Nom 3/8 in.thick floor are diagonally opposite each other for each pair.The top half of each mat material loose laid over the subfloor. tooth has a twist for stiffness.The pairs are repeated on approx.7/8 in. SOLUTIA INC—Type SC50 centers with four rows of teeth per inch of plate width. Alternate Floor Mat Material* — (Optional)—Floor mat material 3. Air Duct*— Any UL Class 0 or Class 1 flexible air duct installed in nominal 3/8 in.thick loose laid over the subfloor.Floor topping shall accordance with.the instructions provided by the damper manufacturer. a be a min 1/2 in.thick. 4. Ceiling Damper*— For use with min 18 in.deep trusses.Max nom OWENS CORNING—Type QuietZone Acoustical Floor Mat area shall be 324 sq in.Max square size shall be 18 in.b 18 in.Rectan Finish Flooring-Floor Topping Mixture*— Min 1/2 in.thickness of gular sizes not to exceed 324 sq in.with a max width of 18in.Max r floor topping mixture having a min compressive strength of 1500 psi. height of damper shall be 14 in.Aggregate damper openings shall not tr 6A Refer to manufacturers instructions accompanying the material for spe- exceed 162 sq m.per 100 sq ft of ceiling area.Damper installed in cific mix design. accordance with the manufacturers installation instructions provided UNITED STATES GYPSUM CO—Type LRK with the damper.A steel grille(Item 9)shall be installed in accordance System No.5 with installation instructions. Subflooring—Nom 23/32 in.thick wood structural panels installed C&S AIR PRODUCTS-Model RD-521 perpendicular to trusses with end joints staggered.Plywood or panels POTTORFF—Model CFD-521. secured to trusses with construction adhesive and No.6d ringed shank 4A. Alternate Ceiling Damper*— Max nom area shall be 196 sq in.Max k' nails,spaced 12 in.OC along each truss.Staples having equal or square size shall be 14 in.by 14 in.Rectangular sizes not to exceed 196 .; greater withdrawal and lateral resistance'strength may be substituted sq m.with a max width of 24 in.Max height of damper shall be 7 in. for the 6d nails. Aggregate damper openings shall not exceed 98 sq in.per 100 sq ft of _ Vapor Barrier—(Optional)-Nom 0.030 in.thick commercial asphalt ceiling area.Damper installed in accordance with the manufacturers saturated felt. installation instructions provided with the damper.A steel grille(Item 9)shall be installed,in accordance with installation instructions. _' Floor Mat Materials*—(Optional)-Min 3/8 in.to max 3/4 in.thick C&S AIR PRODUCTS—Model RD-521-BT floor mat material loose laid over the subfloor. POTTORFF—Model CFD-521-BT. ` UNITED STATES GYPSUM CO—LEVELROCKO Brand Sound 5. Batts and Blankets*— Glass fiber or mineral wool insulation bearing Reduction Board the UL Classification Marking as to Surface Burning Characteristics Alternate Floor Mat Materials*— (Optional)-Nom 1/4 in.thick floor and/or Fire Resistance.When the resilient channels(Item 6)or furring mat material loose laid over the subfloor. channels(Item 6A)are spaced 16 in.OC,the insulation shall be a max UNITED STATES GYPSUM CO—LEVELROCKO Brand Floor of 3-1/2 in.thick,and shall be secured against the subflooring with Underlayment SRM-25 staples at 12 in.OC or held suspended in the concealed space with Alternate Floor Mat Materials*- (Optional)-Nom 3/8 in.thick floor 0.090 in.diam galv steel wires attached to the wood trusses at 12 in. mat material loose laid over the subfloor. OC.When the resilient channels(Item 6)or furring channels(Item 6A) SOLUTIA INC—Type SC50 are spaced a max of 12 in.OC or when the Steel Framing Members Finish Flooring-Floor Topping Mixture*— Min 1/2 or in.thickness (Item 6B)are used,there is no limit in the overall thickness of insula- of floor topping mixture having a min compressive strength of 2100 tion,and the insulation can be secured against the subflooring,held 6I LOOK FOR THE UL MARK ON PRODUCT A 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) 479 .-.:suspended in the concealed space or draped over the resilient or fur- to Items 6 and 6A,main runners,cross tees,cross channels and wall ring channels(or Steel Framing Members)and gypsum panel mem- angle as listed below. bran.When Steel Framing Members(Item 6C)are used,max 3-1/2 a. Main Runners— Nom 10 or 12 ft long,15/16 in.or 1-1/2 in. in,thick insulation shall be draped over the furring channels(Item wide face,spaced 4 ft.OC.Main runners suspended by min 12 6Ca)and gypsum board ceiling membrane,and friction-fitted between SWG galv steel hanger wires spaced 48 in.OC.Hanger wires to trusses and Steel Framing Members(Item 6Cd).The finished rating has be located adjacent to main xunner/cross tee intersections. only been determined when the insulation is secured to the subfloor- Hanger wires wrapped and twist-tied on 16d nails driven in to mg. side of trusses at least 5 in.above the bottom face. A, Fiber,Sprayed*— As an alternate to Item 5 when insulation is draped b. Cross Tees or Channels — Nom 4 ft long cross tees,with 15/16 over the resilient channels and gypsum board ceiling membrane,. in.or 1-1/2 in.wide face,or nom 4 ft long cross channels,with i,Spray-applied cellulose insulation material having a min density of 0.5 1-1/2 in.wide face,either spaced 16 in.OC,installed perpendicu- pcf and installed at a max thickness of 3-1/2 in.When used,the resit- lar to the main runners.Additional cross tees or channels used 8 :lent channel and gypsum board attachment is modified as specified in in.from each side of butted gypsum board end joints.The cross Items 6 and 7 and wire mesh(Item 10)shall be attached to the furring tees or channels may be riveted or screw-attached to the wall F channels to facilitate installation of the material.The finished rating angle or channel to facilitate the ceiling installation. when Fiber,Sprayed is used has not been determined.The fiber is c. Wall Angle or Channel= Painted or gale steel angle with 1 in. applied with water within the concealed space,over the resilient legs or channel with 1 in.legs,1-9/16 in.deep attached to walls channel/gypsum board ceiling membrane,in accordance with the at perimeter of ceiling with fasteners 16 in.OC.To support steel r. application instructions supplied with the product.Alternate applica- framing member ends and for screw-attachment of the gypsum tion method:The fiber is applied with U.S.Greenfiber LLC Type AD100 panel. hot melt adhesive at a nominal ratio of one part adhesive to.6.6 parts CGC INC—Type DGL or RX. fiber in accordance with the application instructions supplied with the USG INTERIORS INC—Type DGL or RX. Product.Alternate application method:The fiber is applied without 6C. Steel Framing Members*— (Not Shown)-As an alternate to Items 6, r water or adhesive in accordance with.the application instructions sup- 6A and 6B. plied with the product. a. Furring Channels— Hat-shaped furring channels,7/8 in.deep U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM by 2-5/8 in.wide at the base and 1-1/4 in.wide at the face, = (Fire Rated Material) formed from No.25 ga.galv steel,spaced max.16 in.OC perpen- 5B. Fiber,Sprayed*— As an alternate to Items 5 and 5A,Spray-applied dicular to trusses and Cold Rolled Channels(Item 6Cb).Furring cellulose insulation material.When used,the resilient channel and gyp- channels secured to Cold Rolled Channels at every intersection sum board attachment is modified as specified in Items 6 and 7,and with a 1/2 in.pan head self-drilling screw through each furring wire mesh(Item 10)shall be attached to the furring channels to facih channel leg.Ends of adjoining channels overlapped 4 in.and tied tate installation of the material.The fiber is applied with water within together with two double strand No.18 SWG galv steel wire ties, the concealed space,over the resilient channel/gypsum board ceiling one at each end of overlap.Supplemental furring channels at membrane,in accordance with the application instructions supplied base layer and outer layer gypsum board butt joints are not with the product,and may substantially fill the concealed space.Nomi- required.Batts and Blankets draped over furring channels as nal dry density of 3.0 lb/ft3.Alternate application method:The fiber is described in Item 5.Two layers of gypsum board attached to fur- applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a ring channels as described in Item 7. nominal ratio of one part adhesive to 6.6 parts fiber in accordance with b. Cold Rolled Channels— 1-1/2 in.by 1/2 in.,formed from No. the application instructions supplied with the product.Nominal dry 16 ga.galv steel,positioned vertically and parallel to trusses, density of 2.5 lb/ft3.Alternate application method:The fiber is applied friction-fitted into the channel caddy on the Steel Framing Mem- without water or adhesive'at a nominal dry density of 3.0 lb/ft3,in bers(Item 6Cd).Adjoining lengths of cold rolled channels lapped i accordance with the application instructions supplied with the"product. min.6 in.and wire-tied together with two double strand 18 SWG When Item 5B(Fiber,Sprayed)is used,two layers of.gypsum board galv steel wire ties,one at each end of overlap. required as described in Item 7.Not evaluated for use with Item 6B,6C C. Blocking — Where truss design does not permit direct,full or 6D. contact of the hanger bracket,a piece of nominal 2 by 4 in.lum- s U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM ber(blocking),min.6 in.long to permit full contact of the hanger (Fire Rated Material) bracket,to be secured vertically to the side of the truss(Item 2)at 6. Resilient Channels— Formed from min 0.020 in.thick galv steel,1/2 the top and bottom of the blocking at each Steel Framing Mem- in.deep by 2-3/8 in.wide at the base and 1-3/8 in.wide at the face as ber(Item 6Cd)location. Shown,spaced 16 in.OC perpendicular to trusses.When insulation, d. Steel Framing Members* — Hangers spaced 48 in.OC.max £ Items 5,5A or 5B is applied over the resilient channel/gypsum panel along truss,and secured to the Blocking(Item 6Cc)on alternating ceiling membrane,the resilient channel spacing shall be reduced to 12 trusses with a single 5/16 in.by 2 in.hex head la bolt or four#6 r in.OC.Channels secured to each truss with 1-1/4 in.long Type S bugle 1-1/4 in.drywall screws through mounting hole(s)on.the hanger head steel screws.Channels overlapped 4 in.at splices.Two channels, bracket.The two 1/4 in.long steel teeth on the hanger are . S 6 in.OC,oriented opposite each gypsum panel end joint as embedded in the side of the blocking.Hanger positioned on shown in the above illustration.Additional channels shall extend min 6 blocking and leveling bolt height adjusted such that furring chan in.beyond each side edge of panel. nels are flush with bottom of trusses before gypsum board instal 6A. Steel Framing Members*— (Not Shown)-As an alternate to Item 6. lation.Spring gauge of hanger chosen per manufacturer's instruc- a. Furring Channels— Formed of No.25 MSG galv steel,2-3/8 in. tions. wide by 7/8 in:deep,spaced 16 in.OC perpendicular to wood .KINETICS NOISE CONTROL INC—Type ICW . ' structural members.When insulation,Items 5,5A or 5B is applied 6D. Steel Framing Members* — (Not Shown)-As an alternate to Items over the furring channel/gypsum panel ceiling membrane,the 6,6A,6B and 6C. furring channel spacing shall be reduced to 12 in.OC'Channels a.- Furring Channels — Formed of No.25 MSG galv steel,2-3/8 secured to trusses as described in Item b.Ends of adjoining chan- in.wide by.7/8 in.deep;spaced 16 in.OC perpendicular to nels overlapped 6 in.and tied together with double strand of No. wood structural members.When insulation,Items 5 or 5A is 18 AWG galv steel wire near each end of overlap.- applied over the furring channel/gypsum panel ceiling mem- b. Steel Framing Members*— Used to attach furring channels brane,the furring channel spacing shall be reduced to 12 in.OC. (Item a)to trusses(Item 2).Clips spaced'48 in.OC.RSIC-1 clips Channels secured to trusses as described in Item b.Ends of : secured to alternating trusses with No.8 x 2-1�2 in.course dry- adjoining channels overlapped 6 in.and tied together with wall screw through the center grommet.RSIC-V clips secured to double strand of No.18 AWG galv steel wire near each end of alternating joists with No.8 x 1-1/2 in.coarse drywall screw overlap. through the center hole.:Furring channels are friction fitted.into b. Steel Framing Members* — Used to attach furring channels clips.Adjoining channels are overlapped as described in Item a. (Item a)to trusses(Item 2).Clips spaced 48 in.OC,and secured As an alternate,ends of.adjoining channels may be overlapped 6 to the bottom chord of alternating trusses with two No.8 x 2-1/2 in.and secured together with two self-tapping No.6 framing in.course drywall screws,one through the hole at each end of screws,min 7/16 in.long at the midpoint of the overlap;with the clip:When insulation,Items 5 or 5A is applied over the fur- one screw on each flange of the channel.Additional clips ring channel/gypsum panel ceiling membrane,the clip spacing required to hold furring.channel that supports the gypsum board shall be'reduced to 24 in.OC and secured to consecutive trusses. butt joints,as described in Item 7.When Fiber,Sprayed(Item 5B) Furring channels are friction fitted into clips.Adjoining channels is used,two layers of nom 5/8 in.thick,4 ft wide gypsum board are overlapped as described in Item a.As an alternate,ends of shall be installed as described in Item 7. adjoining channels may be overlapped 6 in.and secured together PAC INTERNATIONAL INC—Types RSIC-1,RSIC-V. with two self-tapping No.6 framing screws,min 7/16 in.tong at 6B..Alternate Steel Framing Members— (Not Shown)-As an alternate the midpoint of the overlap,with one screw on each flange of the LOOK FOR THE UL MARK ON PRODUCT 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 480 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) channel.Additional clips required to hold furring channel that joints of base layer.When Steel Framing Members(Item 6D)are used supports the gypsum board butt joints,as described in Item 7. two layers of nom 5/8 in.thick,4 ft wide gypsum board are installed , Two layers of gypsum board required as described in Item 7.Not with long dimensions perpendicular to furring channels.Base layer evaluated for use,with Item 5B. attached to the furring channels using 1 in.long Type S bugle-head KINETICS NOISE CONTROL INC—Type Isomax. steel screws spaced 12 in.OC in the field of the board.Butted end 6E. Steel Framing Members* — (Optional,Not Shown)-Used as an joints shall be staggered min 2 ft.within the assembly,and occur mid alternate method to attach min.�1/2 in.deep resilient channels(Item 6) way between the continuous furring channels.Each end,of each gyp to wood trusses(Item 2).Resilient channels are friction fitted into clips, sum board shall be supported by a single length of furring channel i and then clips are secured to the bottom chord of each wood truss with equal to the width of the gypsum board plus 6 in.on each end._The two furring channels shall be spaced a roximatel 4 in.OC,and be a mina 1-3/4 in.long Type S bugle head steel screw through the center attached to underside of the truss with one Isomax clip at each end of r hole of the clip and the resilient channel flange.Adjoining resilient the channel.Screw spacing along the gypsum board butt joint shall be ' channels are overlapped 4 in.under trusses.The clip flange is opened g in.OC.Outer layer attached to the furring channels using 1-5/8 in. slightly to accommodate the two overlapped channels.Additional clips Ion T ppe S bugle-head steel screws spaced 12 in.OC in the field.The required to hold resilient channel that supports the gypsum board butt end ofYthe outer layer boards at the butt joint shall be attached to the , joints,as described in Item 7. base layer boards with 1-5/8 in.long Type G screws spaced 8 in.OC KEENE BUILDING PRODUCTS CO INC—Type RC Assur- and 1-1/2 in.from the end joint.Butted end joints to be offset a min of J: 7. Gypsum Board*— Nom 5/8 in.thick,48 in.wide sum panels. 8 in.from base layer end joints.Butted side joints of outer layer to be YP gypsum P offset min 18 in.from butted side joints of base layer.Outer layer shall When resilient channels(Item 6)are used,gypsum panels installed be finished as described iri Item 8. r*- : with long dimension perpendicular to resilient channels.Gypsum pan- CANADIAN GYPSUM COMPANY—Types C,IP-X2,IPC-AR els secured with 1 in.long Type S bugle head steel screws spaced 12 in. UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR: OC and located a min of 1/2 in.from side joints and 3 in.from the end USG MEXICO S A DE C V—Types C,IP-X2,IPC-AR. joints.When insulation(Items 5 or 5A)is applied over the resilient 8. Finishing System— (Not shown)-Vinyl,dry or premixed joint coin channel/gypsum panel ceiling membrane screw spacing shall be pound,applied in two coats to joints and screw-heads.Nom 2 in,wide reduced to 8 in.OC.End joints secured to both resilient channels as paper tape embedded in first layer of compound over all joints.As an shown in end joint detail.When Steel Framing Members(Item 6A)are alternate;nom 3/32 in.thick veneer plaster may be applied to the used,gypsum panels installed with long dimensions perpendicular to entire surface of gypsum board. furring channels.Panels attached to the furring channels using 1 in. 9. Grille— Steel grille,installed in accordance with the installation long Type S bugle-head steel screws spaced 8 in.OC along butted end instructions provided with the ceiling damper. joints and in the field of the panel.Butted end joints shall be staggered 10. Wire Mesh — (Not shown)—For use with Item 5A and 5B—1 in min.2 ft within the assembly,and occur midway between the continu- 20 gauge galvanized poultry netting installed between the furring khan ous furring channels.Each end of each gypsum panel shall be sup- nels and gypsum board.The poultry netting is attached with washers ported by a single length of furring channel equal to the width of the and 1/2 in.wafer head screws,spaced 24 in.OC.,to the furring chan gypsum panel plus 6 in.on each end.The two support furrm chan- nets.The Fiber,Sprayed(Item 5A or 5B)is installed through cut- nels shall be spaced approximately 3-1/2 in.OC,and be attached to openings ni the poultry netting,in-between trusses.The cut-openings underside of the truss with one cli at each end of the channel.When OPT poultry netting shall be staggered at a maximum of 6 ft. Steel Framing Members*(Item 6Bjp are used,gypsum panels installed *Bearing the UL Classification Mark with long dimension perpendicular to cross tees with side joints cen- tered along main runners and end joints centered along cross tees.Pan- els fastened to cross tees with 1 in.long.Type S bugle-head screws Unrestrained Assembly Rating—1 Hr. spaced in the field and 8 in.OC along end joints.Panels fastened to Finish Rating—16 Min. main runners with 1 in.long.Type S bugle-head screws spaced mid- Load Restricted for Canadian Applications—See Guide BXUV7 way between cross tees.Screws along sides and ends of panels spaced 3/8 to 1/2 in.from panel edge.End joints of panels shall be staggered 3 z ` with spacing between joints on adjacent panels not less than 4 2 ft OC. When Fiber,Sprayed(Item 5B)is used,two layers of nom 5/8 in. thick,4 ft wide gypsum board are installed with long dimensions per- _ O pendicular to furring channels.Base layer gypsum board secured with 1 in.long Type S bugle head steel screws spaced 12 in.OC and located a min of 1/2 in.from side joints and 3 in.from the end)'oints.End joints.secured to both resilient channels as shown in end joint detail. Outer layer gypsum board secured with 1-5/8 in.long Type S bugle : head steel screws spaced 12 in.OC and located a min of 1/2 in.from ' side'joints and 3 in.from the end joints.Outer layer shall be finished as described in Item 8.When both Steel Framing Members(Item 6A)and e ` Fiber,Sprayed(Item 5B)are used,furring channels spaced 12 in.OC and two layers of nom 5/8 in.thick,4 ft wide gypsum board are installed with long dimension perpendicular to furring channels.Base layer secured to furring channels with nom 1 in.long Type S bugle g head screws spaced 8 in.OC along butted end joints and m the field of EMJ.W W the board.Butted end joints shall be staggered min.2 ft within the 1. Finish System— The flooring system shall consist of one of the fol- assembly,and occur midway between the continuous furring channels. lowing: ; Each end of each gypsum board shall be supported by a single length System No.1 of furring channel equal to the width of the gypsum board plus 6 in. Subflooring—Min 1 by 6 in.T&G lumber fastened diagonally to joists,o on each end.The two support furring channels shall be spaced min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing;: approximately 3-1/2 in.OC,and be attached to the underside of the Face grain of plywood or strength axis of panel to be perpendicular.to jois truss with one clip at each end of the channel.Outer layer secured to with joints staggered, furring channels using 1-5/8 in.long Type S screws spaced 8 in.OC Vapor Barrier—Nom 0.010 in:thick commercial rosin-sized building paper and 1-1/2 in.from the end joint.Butted end joints to be offset a min.of Finish Flooring—Min.1 by 4 in.T&G lumber installed perpendicular to 8 in.from base layer end joints.Butted side joints of outer layer to be trusses,or min 19/32 in.thick wood structural panels,min grade"Underla offset min.18 in.from butted side joints of base layer.When Steel ment"or"Single-Floor".Face grain of plywood or strength axis of panels to Framing Members(Item 6C)are used,two layers of nom 5/8 in.thick, perpendicular to joists with joints staggered. 4 ft wide gypsum board are installed with long dimensions perpen- System No.2 dicular to furring channels(Item 6Ca).Base layer attached to the fur- Subflooring—Min 1 by 6 in.T&G lumber fastened diagonally to ring channels using 1 in.long Type S bugle head steel screws spaced 8 joists,or min 15/32 in.thick wood structural panels,min grade"C-D' in.OC along butted end joints and 12 in.OC in the field of the board. or"Sheathing".Face grain of plywood or strength axis of panel to be Butted end joints centered on the continuous furring channels.Butted perpendicular to joists with joints staggered. base layyer end joints to be offset a min of 16 in.in adjacent courses. perpendicular or Barrier to Nom 0.010 in.thick commercial rosin sized building Outer layer attached to the furring channels using 1-5/8 in.long Type Vap , S bugle head steel screws spaced 8 in.OC at butted end joints and 12 paper.Finish Flooring Floor Topping Mixture*—Min 1-1/2 in.thickness` in.OC in the field.Butted end'joints centered on the continuous furring S- PP g channels and offset a min of 16 in.from butted end joints of base layer. of floor topping mixture having a min compressive strength of 1000_ Butted side joints of outer layer to be offset min 16 in.from butted side psi and a cast density of 100 plus or minus 5 pcf.Foam concenfrate LOOK FOR THE UL MARK ON PRODUCT 2008 FIRE RESISTANCE,DIRECTORY,VOLUME'1 FIRE RESISTANCE RATINGS-ANSI/U.L263(BXUV) FIRE RESISTANCE RATINGS-ANSIIUL.263(BXUV) 981 vertically to studs and bearing plates on one side of the assembly with " Design No,-U341 1-5/8 in.long Type S screws spaced 12'in.OC at perimeter of panels Bearing Wall Rating-1 Hr. . and 8 in.OC in the field.Horizontal joints of vertically applied panels Finish`Rating—Min-20 min. {.,need not be backed by'-studs.Panes joints covered with paper tape and Load Restricted for Canadian Applications-°See Guide BXUV? two layers of joint compound.Screwheads covered with two layers of joint compound.Batts and Blankets placed in stud cavity as described 5 O ji.i.Item 4B.Not evaluated for use with Steel Framing Members,Furring Channels or Fiber,-Sprayed. ` QUIET SOLUTION INC—Type QuietRock QR-530(finish rat- ing 23 min). $. Gypsum Board* — (As an alternate to Item 2)—5/8 in:thick gyp- sum panels,with beveled,square,or tapered edges,applied either hori- zoritally or vertically.Gypsum panels fastened to framing with 1-1/4 �2 O3 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board.When used in HORIZONTAL SECTION widths of other than 48 in.,gypsum boards are to beinstalled horizon- L. Wood Studs— Nom 2•by'4 in.;spaced 24 in.OC max.Cross braced at tally. mid-height and effectively firestopped at top and-bottom of wall.No AMERICAN GYPSUM CO=Type AGC. min.air space between stud rows except to accominodate attachment 3. Joints and Nailheads Wallboard joints covered with tape and joint of sheathing,where required.See items 4 and 5. compound.Nail heads covered with joint compound.As an alternate, 2. Gypsum Board*— 5/8 in thick 4 ft wide.Wallboard or lath applied ,nom 3/32 in.thick gypsum veneer plaster may be applied to entire sur- horizontally or vertically and nailed to studs'and bearing plates 7 in. face of Classified veneer baseboard,Joints reinforced. OC with 6d cement coated nails,1-7/8 in.long,0.0915 in.shank dram t `4. Batts and Blankets*— (Optional),—3-1/2 in.max.thickness glass or and 114 m diam head.As an alternate;No.6 bugle head drywall mineral fiber batt insulation stapled to studs. screws,1 7/8 in:long,may be substituted for the 6d cement coated See Batts and Blankets(BZJZ)category for list of Classified companies. nails. " 4A._,'Fber,Sprayed* — As an alternate to Batts and Blankets(Item 4)— When Steel Framing Members*(Item 6)are used,wallboard attached to L{ furring channels with 1 in.long Type S`bugle-head steel screws spaced 12 Spray applied cellulose material.The fiber is:applied with water to in.OC.' completely fill the enclosed ca.vityin accordance with the application When used in widths other than 48 in:, gypsum board to be installed g instructions supplied with the product.Nominal dry density of 3.0 horizontally, lb/ft.Alternate a lncation method:The fiber is applied with U.S. See Gypsum Board*(CKNX)category for names of Classified companies. Greenfiber LLC Type AD100 hot melt adhesive at'a nominal ratio of 2A. Wall'and Partition Facings and Accessories* - (As an alternate to a` one part adhesive to 6:6 parts fiber to completely fill the enclosed cav- Item 2,not shown)-Nominal 5/8 in.thick,4 ft wide panel-,'applied sty in accordance with the application instructions supplied with the vertically to studs and bearing plates on one side of the assembly with product.Nominal dry density of 2.5 lb/ft. 1-5/8 in.long Type S screws spaced 12 in.OC at perimeter of panels U S GREENFIBER L L C—.Cocoon2 Stabilized o_r Cocoon-FRM and 8 in.OC in the field.Horizontal joints of vertically applied panels (Fire Rated Material) need not be backed by studs.Paneljoints covered with paper tape and 4B. Batts and Blankets* — (Required for use with Wall and Partition Fac- two layers of joint compound.Screivheads covered with two.layers of ings and Accessories,Item 2A =Glass fiber insulation,nom 3-1/2 in. joint compound.Batts and Blankets placed in stud cavity as described t thick,min.density.of 0.80 pcf,with a flame spread of 25 or less and a In Item 5C.Not evaluated for use`wnth Steel Framing Members,Furring smoke.developed of 50 or less,friction-fitted to completely fill the stud Channels or Fiber,Sprayed cavities.See Batts and Blankets Category(BKNV)for names of manu- QUIET SOLUTION INC—Type QuietRock 9R-530(finish rat- facturers. Mg 23 min). 2B. Gypsum Board* — (As an alternate to Item 2,not shown)-Any 5/8 U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM in.thick gypsum panels supplied by the Classified Companies listed (Fire Rated Material) below shown Gypsum Board*(CKNX)category.Applied horizontally 5:;;Steel Framing Members(Optional,Not Shown)* — Furring than- or vertically and attached to studs and bearing plates with 1-1/4 in. . nels and Steel Framing Members as described below: long Type W coarse thread gypsum panel steel screws spaced a max 8 a. Furring Channels Formed of No.25 MSG'galy steel.2-3/8 in. in.OC,with last screw 1 in.from edge of board.When used in widths wide by 7/8 in.deep,spaced N in.OC perpendicular to studs.Chan- other than 48 in.,gypsum board to be installed horizontally. nels secured to studs as described in Item b.Ends of adjoining chan- CANADIAN GYPSUM COMPANY nels'are overlapped 6 in.and tied together with double strand of No. UNITED STATES GYPSUM CO `2` '18 SWG galv steel wire near each end of overlap.As an alternate,ends USG MEXICO S A DE C V of adjoining channels may be overlapped 6 in.and secured together 2C. Gypsum Board* (As an alternate to Item 2,not shown)-5/8 in. th. ,With two"self-tapping#6 framing screws,min:7/16 in.long at the mid- thick gypsum panels applied horizontally or vertically and attached to point of the overlap,with one'screw on each flange of the channel. studs and bearing plates with 1-1%4 in.long Type W coarse thread gyp- z` Wallboard attached to furring channels as described in-Item 2. sum panel steel screws spaced a max 8 in.OC,with last screw 1 in. d=` b. Steel Framing Members* — used to attach furring channels(Item a) from edge of board.When used in widths other than 48 in:,gypsum to studs(Item 1).Clips spaced_48 in.OC.,and secured.to studs with board to be installed horizontally. No.8 x.2-1/2 in.coarse.drywall screw through the center grommet. AMERICAN GYPSUM CO—Types AGX-1,AG-C Furring channels are friction fitted into.clips. CERTAINTEED GYPSUM INC—ProRoc Type C or ProRoc r. Type X i fo PAC INTERNATIONAL INC—Type.RSIC-1. CERTAINTEED GYPSUM CANADA INC—ProRoc Type C or 112 h & Wall and Partition Facings and Accessories*— (Optional;Not shown) ProRoc Type X —Nominal 1/2 in.thick,4 ft wide panels,for optional use as an addi- tional P 3. Joints and Nailheads— Wallboard joints of outer layer covered with tional layer on one or both sides of the assembly.Panels attached in tape and joint compound.Nail heads of outer layer covered with joint accordance with manufacturer's recommendations.When the QR-510 compound.As an alternate,nom 3/32 in.thick gypsum veneer plaster panel is installed between the wood framing and the UL Classified may be applied to the entire surface of Classified veneer baseboard. at 1_ gypsum board,the required UL Classified gypsum board layer(s)is/are 4. Sheathing_ (Optional)—Septum may be sheathed with min 7/16 in. to be installed as indicated as to fastener type and spacing,except that thick wood structural panels min grade"C-D"or"Sheathing"or min the required fastener lengths shall be increased by a minimum of 1/2 in. 1/2 in.thick Mineral and Fiber_Boards*.See Mineral and Fiber Boards '`Ndt evaluated'or intended as'a substitute for the required layer(s)of (CERZ)category for names of'Classified companies. UL Classified Gypsum Board 5. Batts and Blankets*— 3-1/2 in.max thickness glass or mineral fiber QUIET SOLUTION INC.-Type.QuietRock QR-510. ' batt insulation.Optional when sheathing(Item 4)is used on both *Bearing ahe UL Classification Mark halves of wall. See Batts and Blankets(BZJZ)category for'list of Classified companies. 3 5A. Fiber,Sprayed*.— As an alternate to Batts and Blankets.(Item 5)— Spray applied cellulose material:The fiber.is,applied with water to completely fill the enclosed cavity in accordance with the application 1 g ;instructions supplied with the product.Nominal dry density_of 3.0. . <! lb/ft.Alternate application method:The-fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio one part adhesive to 6.6"arts fiber to completely fill the enclosed cav- LOOK.FOR THE UL'.MARK.ON PRODUCT 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 ANSIIUL 263(BXUV) - 982 FIRE:RESISTANCE RATINGS-ANSI/UC-263(BXUV) FIRE RESISTANCE RA _ ity in accordance with the application instructions supplied with the and long,b0 1ngnplates 8 diam and 9/32 med cement coated nails,head.Vertical-3/8join in product.Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L-C—Cocoon2 Stabilized or Cocoon-FRM located over studs.As an alternate,No.6 bugle-head drywall screws, ` (Eire Rated Material) 1-7/8 or 2-3/8 in.long for the inner and outer layers,respectively,may 5B. Fiber,Sprayed* — As an alternate to Batts and Blankets(Item 5)and be substituted for the cement coated nails.All joints in outer layer of Item 5A when Sheathing(Item 4)is used on both halves of wall-Spray double layer sides staggered with joints in inner layer. applied cellulose insulation material.The fiber is applied with water to When Steel Framing Members*(Item 5)are used,base layer attached to interior surfaces in accordance with the application instructions sup- furring channels with 1 in.long Type S bugle-head steel screws spaced 4B plied with the product.Applied to completely fill the enclosed cavity. max 24 in.OC;face layer attached with 1-5/8.in.long Type Sbugle-head Minimum dry density of 4.3 pounds per cubic ft. steel screws spaced max 12 in.OC. ' NU-WOOL CO INC—Cellulose Insulation When used in widths other than 48 in.,gypsum board to be installed 5C. Batts and Blankets* — (Required for use with Wall and Partition Fac- horizontally ings and Accessories,Item 2A.Use of Sheathing,Item 4,does not nul- NOTE:Only board types markedwith+maybe used in assemblies with lify requirement of Item 5C for use with Item 2A)—Glass fiber insula- 24 in.OC spacing of studs. g tion,nom 3-1/2 in.thick,min.density of 0.80 pcf,with a flame.spread AMERICAN GYPSUM CO—Types AGX-1,AG-C,AGX-11: of 25 or less and a smoke developed of 50 or less,friction-fitted to com- BEIJING NEW BUILDING MATERIALS PUBLIC letely fill the stud cavities.See Batts and Blankets Category(BKNV) LTD CO—Type DBX-1. for names of manufacturers. CERTAINTEED GYPSUM INC—Types.1,FRPC,EGRG,ProRoc 6 Steel Framing Members(Optional,Not Shown)* — Furring chan- Type X or ProRoc Type C. nels and Steel Framing.Members as described below: CERTAINTEED GYPSUM CANADA INC ProRoc Type C A. Furring,Channels - Formed of No.25.MSG galy steel.2-3/8 ProRoc Type X or ProRoc Type Abuse-Resistant. in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to CANADIAN GYPSUM COMPANY—Type C+,IP-Xl,IP-X2+, studs.Channels secured to studs as described in Item b.Ends of IPC-AR+,SCX,SHX,WRC+,WRX. adjoining,channels are overlapped 6 in.and tied together with G-P`GYPSUM CORP,SUB-OF double strand of No.18 SWG galv steel wire near each end of GEORGIA-PACIFIC CORPS=Types 5+,9,DAP,DD,DA,DGG, overlap.As an alternate,ends of adjoining channels may be over- DS,C,GPFS6. lapped 6 in.and secured together with two.self-tapping#6 fram- LAFARGE NORTH AMERICA INC—Types LGFC-C,LGFC2, ing screws,min.7/16 in.long at the midpoint of the overlap, LGFC2A,LGFC6;LGFC6A,LGFC-C/A. ; with one screw on each flange of the channel.Wallboard attached NATIONAL GYPSUM CO—Type FSK,FSK-1,FSK-C+,FSW 5,. to furring charnels as described in Item 2. FSW-C+or FSW-G+. B. Steel Framing Members* — Used to attach furring channels PABCO BUILDING PRODUCTS L L C,DBA E (Item a)to studs(Item i) Clips spaced 48 in.OC.,and secured PABCO GYPSUM—Type C,PG-2,PG-3+,PG-3W,PG-3WS, to studs with No.8 x 2-1/2 in.coarse drywall screw through the PG4,PG-5W,PG-5WS,PG-6,PG-9 or PG-C., center grommet.Furring channels are friction fitted-into clips. PANEL REY S A—Type PRX. PAC INTERNATIONAL INC—Type RSIC-1. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—,Type 7. Wall and Partition Facings and Accessories*— (Optional,Not shown) EX-1. —Nominal 1/2 in.thick,4 ft wide panels,for optional use as an addi- TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG C tional layer on one or both sides of the assembly.Panels attached in Type X,Veneer Plaster Base-Type X,Water Rated-Type X, accordance with manufacturer's recommendations.When the.QR-510 Sheathing Type-X,.Soffit-Type X. panel is installed between the wood framing and the UL Classified UNITED STATES GYPSUM CO-Type C+,FRX-G,IP-X11 gypsum board,the required UL Classified gypsum board layer(s)is/are IP-X2+,IPC-AR+,SCX,SHX,WRC+or WRX. to be installed as indicated as to fastener type and spacing,except that USG MEXICO S A DE C V-Types C+,IP-Xl,IP-X2+,IPC AR+ the required fastener length shall be increased by a minimum of 1/2 in. SCX,SHX,WRC+,WRX. Not evaluated or intended as a substitute for the required layer(s)of 2A. Gypsum Board*— 3/4 in.thick,4 ft wide.Applied vertically to,studs U_L Classified Gypsum Board. (spaced max 16 in.OC)and bearing plates 6 in.OC with 8d cement QUIET SOLUTION INC—Type QuietRock QR-510. coated nails,2-3/8 in.long,0.113 in.shank diam.and 9/32 in.diam '.. *Bearing the UL Classification Mark heads or 2-3/8 in.long No.6 bugle head drywall screws.When this Design No..U342 single layer system is used Finished Rating is reduced to 26 min Bearing Wall Rating—2 Hr. CANADIAN GYPSUM COMPANY—Type ULTRACODE Finish Rating—Min 59 min. UNITED STATES GYPSUM CO—Type ULTRACODE 1< Load Restricted for Canadian Applications—See Guide BXUV? USG MEd* —S s n lt V—Type Item 2 ACODE 2B. Gypsum Board As an Alternate to Item 2-5/8 in.thick applied 4 1 2 either horizontally or vertically.Inner layers fastened to framing with 1-1/4 in:long Type W coarse thread gypsum panel steel screws spaced,; .I a-max 8 in.OC,with last srcrew 1 in.from edge of board.Outer layers F fastened to framing with 1-7/8 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board.When used in widths other than 48 in.,gypsum board to be installed horizontally.All joints in outer layer of double layer 1O sides staggered with joints in inner layer. 2 NOTE:Only board types marked with+may be used in assemblies t HORIZONTAL SECTION with 24 in.OC spacing of studs; r" AMERICAN GYPSUM CO—Types AGX-1,AG-C 2A 4 I 2 3 CERTAINTEED GYPSUM INC—ProRoc Type C or ProRoc Type X -:. i --- -- -CERTAINTEED GYPSUM CANADA INC—ProRoc Type C or ProRoc Type X - / CANADIAN GYPSUM COMPANY—Type C+,IP-X1,IP-X2+, ' IIPPC-X A2+R+I,I'SCX,SHX,S+H ,S,CX,RSHC UNITED STATES G S XC,-OW RCT+ er C+,FRX-G,IP-Xl 16" OC .... ... '{ WRX. t -USG MEXICO S A DE C V—Types C+,IP-X1,IP-X2+,IPC A t# SCX,SHX,WRC+,WRX 2 4 1 r 3. Joints and Nailheads— Wallboard joints of outer layer covered with ALTERNATE CONSTRUCTION tape and joint compound.Nail heads of outer layer covered with Joint " HORIZONTAL SECTION compound:As an alternate,nom 3/32 in.thick gypsum veneer plaster, 1. Wood Studs— Nom 2 by 4 in.Cross braced at mid-height and effec- may be applied to the entire surface of Classified veneer baseboard i tively firestopped at top and bottom of wall.Spaced a max of 16 or 24 4. Batts and Blankets*— (Optional)—3-1/2 in.max thickness glass or ',3A in.OC depending on type of wallboard.See Item 2 below. mineral fiber batt insulation. k ` 2. Gypsum Board*= 5/8 in.thick,4 ft wide.Applied either horizontally See Batts and Blankets(BZJZ)category of list of Classified companies }� or vertically.Inner layers nailed to studs and bearing plates 6 in.O.C. 4A. Fiber,Sprayed* — As an alternate to Batts and Blankets(Item 4) " With 6d cement coated nails,1-7/8 in.long,0.0915 in.shank diam and Spray applied cellulose material.The fiber is applied with water to 1/4.in:diam head.Outer layer of double layered side mailed to studs completely fill the enclosed cavity in accordance with the application' LOOK FOR THE UL MARK ON PRODUCT , 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 792 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV)- with wallboard screws spaced 12 in.OC.Joints treated as)described in shall be 5-1/4 in.with a min roof slope of 3/11arid'a min area in the Item 8.For the 2 hr rating-Two layers of nominal 5/8 in.thick by 48 plane of the truss of 21 sq/ft.Where the truss intersects with the irate in.wide boards.Inner layer installed with long dimension perpendicu- rior face of the exterior walls,.the:min:truss depth may be reduced to 3.' lar to cross tees with side joints centered along main runners and end in.if the batts and blankets(-Item 3)are used as shown in the above t joints centered along cross tees.Inner layer fastened,to,cross-tees with illustration(Alternate Insulation Placement)and are firmly packed. } 14/4 in.long Type S bugle-head steel screws spaced 8 in.OC along against the intersection of the bottom chords and:the-plywood sheath buted end joints and 12 in.OC in the field of the board.End joints of ing,; adjacent wallboard sheets shall be staggered not less than 4 ft.OC. 3. Batts and Blankets*— (Optional)—Required when.Item 6B is,used— Outer layer attached t. the cross tees through inner layer using 1-7/8 Glass fiber insulation;secured to the wood structural panels,with in.long Type S bugle head steel screws spaced 8 in.OC at butted end staples spaced 12 in.OC or to the trusses with 0.090 in.diam-gale steel joints and 12 in.OC in the field.Butted end joints to be centered along wires spaced 12 in.OC.Any glass fiber insulation bearing the UL Clas in cross tees and be offset a mof 32 in.from end joints of inner layer. sification Marking as to Surface Burning Characteristics and/or Fire Rows of screws on both sides of butted end joints of each layer shall be Resistance;having a min density of 0.5 pcf.As an option,the insulatio ,;; '6B• located 3/8 to 1/2 in.from end joints.Butted side joints of cutler layer n to be offset a min of 18 in.from butted side joints of inner layer.Joints may be fitted in the concealed space,draped over the resilient.channel% '- treated as described in Item 8. gypsum board ceiling membrane.when resilient channels and gypsum CANADIAN GYPSUM COMPANY—Type C'or IP-X2 board attachment is modified as specified in Items 6 and 7.When Steel UNITED STATES GYPSUM CO—Type C or IP-X2 Framing Members(Item 6B)are used,max 3-1/2 in.thick insulation USG MEXICO S A DE C V—Type C or IP-X2 shall be draped over the furring channels.(Item 6Ba)and gypsum *Bearing the UL Classification Mark; board ceiling membrane,and friction-fitted'between trusses and Steel No. P522 Framing Members(Item 6Bd).The finished rating has only been deter- Design -�; mined when the insulation is secured to the decking: Unrestrained Assembly Rating—1 Hr 3A. FiberSprayed* — As an alternate to Item 3(not evaluated for use Finish Rating—25 Min(See Items 3 or 3A) with Item 6B)—Any thickness of spray-applied cellulose insulation Load Restricted for Canadian Applications._—See Guide.BXUV7 material,having a min density of 0.5 pcf,applied within:the concealed space,over the resilient channel/gypsum board ceiling membrane when resilient.channels and gypsum board attachment is modified as 3 specified in Items 6 and 7.The finished rating when Fiber,Sprayed is (7) used has not been determined.The fiber is applied with water within (\ 2 the concealed space,over the resilient channel/gypsum board ceiling 2„X V membrane,in accordance with the application instructions supplied with the product.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type.AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber in accordance with the application instructions supplied with the product.Alternate applica- 4 7 ti tion method:The fiber is applied without.water or adhesive in accor- For End Joint low Detail dance with•the a lication instructions supplied lied with the_ roductxJ See DemR U S GREENFIBER L L C—Cocoon2pStabilized or CocoonFRM -? (Fire Rated Material). 2 4: Air:Duct* Any UL Class 0 or-Class 1 flexible air duct installed,-in accordance with the instructions provided by the damper manufacturer, 5. Ceiling Damper*— Max nom area,324.sq in.Max square size,.18 in by 18 in.rectangular sizes riot to exceed 324 sq.in.with a max width of p 18 in.Max damper height is 14 in.Installed in accordance with manun facturers installation.instructions provided with the damper.Max damper openings not to exceed 162 sq in.per 100 sq ft of ceiling area C&S AIR PRODUCTS—Model RD-521 E5 POTTORFF—Model CFD-521 5A. Alternate Ceiling Damper*— Max nom area,196 sq in.Maz square: size,14 in.by 14 in:Rectangular sizes not to.exceed 196 sq in.with a h max width of•24 in.Max'overall damper height is 7 in.,Installed.,in accordance with the:manufacturers installation instructions provided with the damper:Max damper openings not to exceed 98 sq in.per 100. sq.ft of ceiling-area: 1 C&S AIR PRODUCTS—Model RD-521-BT 2 POTTORFF—Model CFD-521-BT. 1 5 z"X a 6. Furring Channels— .Resilient channels,nom.1/2 in.deep by 2-3/8 in.wide at the base and 1-3/8 in.wide at the face,formed from 0.020 . in.thick gals steel.Installed perpendicular to the trusses(Item 2),• t! v spaced a max of 16 in.OC when no.insulation(Item 3 or 3A)is fitted in the concealed,spaced,or a max-of 12 in.OC when.insulation(Item 3 4 q 6 or 3A)is fitted:in the concealed space,draped over the resilient Alternate Insulation Placement channel/gypsum board ceiling membrane.Two courses of resilient I channel positioned 6 in.OC at wallboard butt joints(3 in.from each end of wallboard)..Channels oriented opposite at wallboard butt Joints. 1. Roofing System*—..Any UL Class A.B or C Roofing System(TGFU) Channel splices:overlapped 4 in.beneath wood trusses.Channels or Prepared Roof Covering(TFWZ)acceptable for use over nom 15/32 ,:secured to each.truss with 1-1/4 in.long Type S screws. _ in.thick wood structural panels,min.grade"C-D"or"Sheathing'.Nom 6A. Steel Framing Members — (Not Shown)*—As an alternate to.I ROM, 15/32 in.thick wood structural panels secured to trusses with No.6d 6;,furring channels and Steel Framing Members:as described below: A. ringed shank nails spaced 12 in.OC along each truss.Staples having a. Furring Channels — Formed of No.25 MSG galv steel.2-3/8 equal or greater withdrawal and lateral-resistance strength may be sub- in.wide by 7/8 in.:deep,spaced 24 in.OC perpendicular_to stituted for the 6d nails.Construction adhesive may be used with either trusses when no insulation(Items 3 or 3A).is fitted in the con- the nails or staples. cealed space or 12 in.OC when insulation(Items 3 or 3A)is fit; 2. Trusses— Pitched or parallel chord wood trusses,spaced a max of 24 ted in the concealed space,draped over the furring channel/ 1 in,OC,fabricated from nom 2 by 4 lumber,with lumber oriented verti- sum board ceiling membrane or 24 in.OC when insulation. cally or horizontally.Truss members secured together with min.0.0356 Items 3 or.3A)is fitted in the concealed space,draped over the: in.thick galv steel,Plates.Plates have 5/16 in.long teeth projecting.per- furring.channel/gypsum board ceiling membrane and a second= pendicular to the plane of the plate:The teeth are in airs facing each layer of gypsum board is attached as described in Item 7 for stet other(made by.the same punch),forming a split tooth type plate.Each framing members.Channels secured to joists as described in"Ite tooth has a chisel point on its outside edge.These points are diagonally b..Ends of adjoining channels overlapped 6 in.and tied together a opposite each other for each pair.The top half of each tooth has a twist with double strand.of No.18 SWG gals-steel wire near each end., for stiffness.The pairs are repeated on approximately 7/8 in.centers of overlap. with four rows of teeth per inch of plate width.Where the truss inter- b. Steel:Framing Members — Used to attach furring channels sects with the interior face of the exterior walls,the min truss depth (Item a),to trusses(Item 2).Clips spaced 48 in.OC.RSIC 1 clips` LOOK FOR THE,UL MARK ON PRODUCT Division of Construction Services Office of the State Building Inspector December 13, 2016 Associated Architects LLC Attn: Charles R. Nyberg 37 Northwest Drive Plainville, CT 06062 RE: M-1009-16 [#151 & #195 Oakland Road, South Windsor] Dear Mr. Nyberg: I have reviewed the referenced request for modification to utilize the 2005 State Building Code. It is my decision to approve this modification, as requested, to utilize the approved language of the 2005 State Building Code, in lieu of the requirements of the 2016 State Building Code. This decision is based on'the fact that the project was designed under the 2005 State Building Code. If you have any questions, please call me at 860-713-5915. Very truly yours. Daniel Tierney Deputy State Building Inspector DT:bags c: Christopher Dougan, South Windsor Building Official 460 Columbus Blvd,Room 1303 Hartford,CT 06103 Phone:(860)713-5900 Fax:(860)713-7900 www.ct.gov/dcs An Affirmative Action/Equal Opportunity Employer 10NN Sf4 p r F d a S r. 1540 SULLIVAN AVENUE ® SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 Certified#70142120000332144273 December 22, 2016 James Bernardino Design Professionals, Inc. 22 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #16-57P— Berry Patch III— 175 Oakland Road Dear Mr. Bernardino: At the December 21, 2016 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl.#16-57P— Berry Patch III LLC— 175 Oakland Rd --Inland Wetlands/Conservation Commission application for approval of a 78 unit Multi Family Development, stormwater structures and associated improvements on property located south of Oakland Road, AA-30, Residential Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 21, 2021. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. A bond shall be collected in the amount of$25,000 to ensure proper placement and maintenance of erosion and sediment controls, and a bond shall be collected in the amount of $20,000 for installation and maintenance of stormwater structures. 5. No snow storage along the southern edge of the property where it adjoins the pond, with appropriate signage to notify maintenance personnel of this policy. This stipulation is to be put on the plans as part of the operations and maintenance schedule. 6. No landscaping debris or waste to be deposited along the southern edge of the property where it adjoins the pond, with appropriate signage to notify maintenance personnel of this policy. This stipulation is to.be put on the plans as part of the operations and maintenance schedule. 7. All approvals required must be obtained and submitted prior to any activity on the site. 8. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION &bo)a f--Sw(� Barbara Kelly, Vice Chairperson BK/dt cc: Director of Planning Chief Building Official P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 N pea FAX:860.291.8757 sewiomb www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwng Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Michele R. Lipe,AICP Date: 1/5/2017 DPI Project No. 3616 Director of Planning Re: 175 Oakland Road Town of South Windsor : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • • • COPIES DATE NO. DESCRIPTION 4 14-2017 3616 Site Plans 175 Oakland Road(full size) 10 14-2017 3616 Site Plans 175 Oakland Road(11 x 17) 4 1-4-2017 Letter to Planning&Zoning Commission 2 12-19-2016 Vehicle Circulation Exhibits 2 12-09-2016 Vehicle Circulation Exhibits 4 12-20-2016 Response letter from Associated Architects, LLC These are transmitted as checked below: : ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ For bids due ❑ Prints returned after loan to us REMARKS: • RECEIVED JAN 0 2011 WJTH,MSC)SOR pLANNING DEPT. : SIGNED: Barry D. Clarke L.S. CC: file P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.87E 5 FAX: 8onals! ..co 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, Rhode Island January 4, 2017 Town of South Windsor RECEIVED Planning and Zoning Commission c/o Director of Planning Michele Lipe JAN 0 5 2011 : 1540 Sullivan Avenue South Windsor, CT 06074 WSn WIND60R PLANNING DEFT Re: 175 Oakland Road (currently 151 and 195 Oakland Road) Members of the Commission, • On behalf of the applicant, Berry Patch III, LLC,please accept this letter and the enclosed plans and information in response to comments received from the Commission and Town staff at the hearing on Tuesday, December 13, 2016. • • Updated architectural elevations for the two buildings along the project frontage are enclosed that incorporate additional architectural detail, as requested by the Commission. • Access to the existing Berry Patch I and II property will be provided from the proposed sidewalk location at the south east corner of the proposed development adjacent to the proposed bus shelter. A cross walk from this point across the ingress lane will be provided to the currently curbed/blocked egress lane which will now be utilized as a walking path to the Berry Patch I and II development. . • A memo prepared by the project architect is enclosed that reiterates the discussion at the hearing related to the fire suppression, firewalls, and noise attenuation. • As presented at the hearing,the sanitary sewer system will include a pump station consisting of a duplex/alternating pump system to provide continuous and uninterrupted service should a pump fail. Also proposed are a backup generator to provide power in the event of an outage, and alarms that can communicate to the property managers if needed. • Updated landscaping plans are enclosed to address screening along the frontage of the site. The plantings between Oakland Road and Bldgs. 1 and 7 has been increased to provide additional screenings in the following ways o Additional 8'-10' ht.Norway Spruces (NS) have been added to the plantings between the Bldgs. 1 and 7 and the proposed fence along Oakland Rd. o Winter Red Winterberry(IWR) shrubs have been added to the screen plantings to increase lower level (6'-8"ht.) screening between larger trees. o Some locations of proposed trees have been adjusted to increase the effectiveness of the screen on conjunction with the additional plantings • Vehicle circulation exhibits are enclosed including clockwise and counterclockwise circulation exhibits for both emergency services vehicles and standard box-style trucks. : • Minor grading modifications have been implemented that provides a 5 nominal level shelf behind the edge of pavement along Oakland Road frontage. : We trust that the above and enclosed information and plans satisfactorily address the comments as : outlined above. If any additional information is needed or any additional questions arise,please feel free to contact us at 860-291-8755. Sincerely, 7Ja�meserardino, PE ane LaBonte, EIT Director of Engineering Senior Project Engineer AISLES INCREASED FROM 16'TO 18' 39 �• / / ar \ 38 \ O \ + W 37 j \ WF i 4 RADIUS INCREASED \ FROM 18'TO 22' \ IN WF 6 / ����,, •. . . ..mot \ COUNTERCLOCKWISE WF WF WF 2a EMERGENCY VEHICLE F CIRCULATION EXHIBIT - ``\` cPAD 2016-12-09 PAD iz•trip ioi e ` 1"=60' AISLES INCREASED FROM 16'TO 18' 39 �d / 38 W 37 O :<. WF RADIUS INCREASED °R FROM 18'TO 22' r"V 86 c \T CLOCKWISE WF 22 WF / EMERGENCY VEHICLE WF - F, CIRCULATION EXHBIT cPAD 2016-12-09 PAD 1"=60' o _ o _ COUNTERCLOCKWISE 7 \ BOX TRUCK CIRCULATION EXHIBIT taut. 2016-12-19 PAD ill=60' O a 9 T�. CLOCKWISE �'l\ BOX TRUCK CIRCULATION EXHIBIT c 2016-12-19 PAD PAD ' 1 =60' ASSOCIATED ARCHITECTS, LLC OF CENTRAL CONNECTICUT —ESTABLISHED 1960— ARCHITECTURE AND PLANNING December 20,2016 To Whom It May Concern, Subject: The Village at Berry Patch, 151 & 195 Oakland Road,South Windsor,CT Questions were asked during Public participation and again by one of the Commission Members at the Planning& Zoning Commission meeting held on Tuesday December 11, 2016 re: The subject above referencing fire separations, fire protection and sound ratings. Let the following serve as this writer's answers to those questions: - Use Group: R-2 multi-family dwellings - Type of Construction: Type 513 Unprotected - Floor construction/dwelling unit separation: 1 hr. between first and second floor flats, Underwriter Laboratories, Inc. (UL) Fire Resistance Ratings Design UL #L521 - Wall construction/dwelling unit separation: 1 hr. between town houses. Underwriter Laboratories,Inc. (UL) Fire Resistance Ratings Design UL#341 - Second floor to attic: Underwriter Laboratories,Inc. (UL) Fire Resistance Ratings Design UL#P522 - NFPA Fire Protection System(Sprinklers): A NFPA 13R Sprinkler System will be provided in all buildings. - Acoustical Ratings: Minimum acoustical or Sound Transmission Class (STC) ratings for wall and floor ceiling assemblies shall be as follows: • STC 34-39 within living units in bathrooms and bedrooms; • STC 52 between living units, both horizontal (floor&ceilings)and vertical (walls). Respectfully Submitted, AV.kA_r11P*1 Charles R.Nyberg,R.A., Member Associated Architects, LLC of Central CT 37 Northwest Drive Plainville, CT 06062 charlie a,associatedarchitects.com ph. 860-747-2801 fax 860-747-2814 ASSOCIATED ARCHITECTS, LLC OF CENTRAL CONNECTICUT 37 NORTHWEST DRIVE - PLAINVILLE - CONNECTICUT 06062 p: 860.747.2801 • f: 860.747.2814 • e: info@associatedarchitects.com Page 1 of 2 Lipe, Michele From: James Bernardino UBernardino@designprofessionalsinc.com] Sent: Tuesday, January 10, 2017 11:40 AM To: Lipe, Michele Cc: Peter DeMallie; Peter Dunn; Geoff Sager; Kyle Richards; Wendy Paciotti; Eddy Majewski (emajewski@metro-realty.com); Peter DeMallie; Ben Wheeler; Dane LaBonte; Barry Clarke; John G. Stewart Qstewart@cr3llp.com); Charlie Nyberg; Hollister, Timothy Subject: Berry Patch -in preparation of tonight's hearing. Attachments: 175 Oakland - Recreation & Bike Racks.pdf; PARKING REVISIONS-121416.pdf Michele, In follow up to your call yesterday with Peter, we offer the following for your review prior to the hearing tonight. We will discuss and present these items to the Commission this evening. And if acceptable,will commit and incorporate these items into the final site plan with your coordination. Please take a look and feel free to give me a call if needed. 1. Regarding the locations of the exercise equipment and proposed bike racks. The Applicant will commit to providing three exercise stations along the walking path to Buckland Road.Attached is a PDF of an aerial of the subject area depicting the locations of the exercise stations and the two bike racks that will be installed. Also, photographs of the equipment that is intended to be installed is also included.These were presented to the Commission at the last hearing, and will be outlined again for continued coordination. 2. The Applicant is agreeable to providing pedestrian lighting along the walking path to Buckland Road. The intended means of illumination will be low pole mounted light fixtures (residential scale)that will provide adequate lighting for pedestrian passage in lieu of bollard style fixtures. 3. Reserved Parking Area. Attached is a sketch that shows proposed locations where an additional 12 parking spaces could be provided. The Applicant does believe that adequate parking is provided based upon their experience with these communities and the parking studies that have been performed and submitted at the first hearing. If acceptable,the applicant is open to adding these areas to the final site plan as "Reserved Parking" areas to be built only if the future demand warrants such additional spaces. 4. Landscape Architecture—an updated landscape plan was submitted to address comments regarding screening along Oakland Road received at the last hearing. The Landscape Architect will present these changes at the hearing. 5. Regarding the walkway to Buckland Road,this will remain at its current width which the Applicant believes adequate due to the anticipated low intensity/use of this area, however,this area will be enhanced with the exercise stations and lighting as noted above. 6. Building Numbers conflict with lighting plan numbering: It is our understanding that the final building numbering is still in discussions between town staff. Upon final resolution of the numbering(and prior to final plan submission)the agreed upon building numbering will be implemented into and will be consistent with all plans (site plans, landscape, lighting,etc.). 7. The Architect will present the changes to the building elevations at the hearing as well as any other building related issues that may still be outstanding. Please take a look and let us know if you think we should cover any other items in addition to those noted above. I will touch base on a couple of technical issues not noted above and will be prepared to address other topics if so desired. 1/10/2017 Page 2 of 2 Thanks James A. Bernardino, P.E. Director of Engineering Design Professionals, Inc. CIVIL &TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts, &Rhode Island P.O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291.8757 fax South Windsor,CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review,use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 1/10/2017 i I y k u.r..� }y�iYiir�w�M+rwNl4+y yy "www�n w '1 ON+d - t ® w, a•. � , ZZZ- 81 f:. 11 r _.. "�'�^�`'`'• +w:^'a'�+�'.�7x , �, ,...' 11 .,:.. + r ae,, ,j � r ,-'�r q.r.._Ri� � '�';n; _._. � :: ^�� '",.#Y,'�Y f l �, .., Z tl �� �'; ` - r � 1 1 a„ R �I - .nCWVUVID /y P s� (I 1 SOWN SFq p + r • w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR•c° TELEPHONE(860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2348 January 12, 2017 Berry Patch III, LLC C/o James Bernardino Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr.Bernardino: Re: Appl. 16-57P, Metro Realty Group Special Exception and Site Plan Approval, 175 Oakland Road We are pleased to advise you that the Planning & Zoning Commission voted on January 10, 2017 to approve with modifications the above referenced application for a Special Exception to Section 4.22 and Site Plan of Development. .This approval is for a 78 unit apartment development, on property located at 151 and 195 Oakland Road, AA-30 Residential zone as shown on plans prepared by Design Professionals, Inc., Project 3616, dated October 25, 2016 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$25,000 to ensure proper placement and maintenance of erosion and sediment controls, and a bond shall be collected in the amount of$20,000 for installation and maintenance of stormwater structures. 4. A landscape bond in the amount of$20,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All-plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If an Office of State Traffic Administration certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 13. Engineering comments dated 1/10/17 must be incorporated into the final plans 14. The recreational elements and the walkway signage and lighting shall be incorporated into the final plans. 15. Prior to release of the landscaping bond,the Commission shall review the effectiveness of the Oakland Road screening. Additional screening may be required at that time. 16. The final Affordability Plan shall be submitted to this Commission. 17. The reserve parking spaces shall be shown on the plans and will be required in the event that a parking problem arises and there is not adequate parking for guests and visitors. 18. The final building numbering shall be added to the plans. 19. Applicant must address the maximum size of vehicle that can maneuver safely throughout the site and limit larger vehicles from utilizing the site. Black and white transparent mylars of Sheets V1, W-EM, CSP-1, and C-GD1 with the above modifications, together with three blueprint copies of the entire set of plans as revised must be submitted to this Commission. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Gary Bazzano, Chairman Planning and Zoning Commission Enclosure GB/llz cc: Town Engineer Fire Marshal Sanitarian Assessor Board of Education Metro Realty Group The Special Exception will take effect upon filing of this form. I, Gary Bazzano, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 10, 2017 the Planning and Zoning Commission granted to the Town of South Windsor a Special Exception to Section 4.22 of the Zoning Regulations and Site Plan of Development for a 78 unit apartment development on property located at 151 and 195 Oakland Road, AA-30 Residential zone as shown on plans prepared by Design Professionals, Inc., Project 3616, dated October 25,2016 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including bonds in the amount of$25,000 to ensure proper placement and maintenance of erosion and sediment controls,and a bond shall be collected in the amount of$20,000 for installation and maintenance of stormwater structures. 4. A landscape bond in the amount of$20,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If an Office of State Traffic Administration certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 13. Engineering comments dated 1/10/17 must be incorporated into the final plans 14. The recreational elements and the walkway signage and lighting shall be incorporated into the final plans. 15. Prior to release of the landscaping bond,the Commission shall review the effectiveness of the Oakland Road screening. Additional screening may be required at that time. 16. The final Affordability Plan shall be submitted to this Commission 17. The reserve parking spaces shall be shown on the plans and will be required in the event that a parking problem arises and there is not adequate parking for guests and visitors. 18. The final building numbering shall be added to the plans. 19. Applicant must address the maximum size of vehicle that can maneuver safely throughout the site and limit larger vehicles from utilizing the site. GIS Pin 65700151 /65700195 Property Description: Beginning at an iron pipe on the southerly right-of-way line of Oakland Road, at the northeast corner of the property of now or formerly Gyasi Manu, and also being the northwest corner of the property hereon described. Thence proceeding S5404436"E a distance of 48.19 feet to a point; Thence along the southerly right-of-way of Oakland Road S55"08'29"E a distance of 227.09 feet to a point; Thence along the southerly right-of-way line of Oakland Road S44007'27"E a distance of 65.15 feet to a point; Thence along the westerly property line of land now or formerly Mildred S.Simler S35010'25"W a distance of 242.98 feet to a point; Thence along the southerly property line of land now or formerly Mildred S.Simler S54049'35"E a distance of 206.50 feet to a point; Thence along the easterly property line of land now or formerly Mildred S.Simler N35°10'25"E a distance of 203.95 feet to a point on the southerly right-of-way line of Oakland Road; Thence along the southerly right-of-way line of Oakland Road S44*07'27E a distance of 481.04 feet to a brownstone monument; .Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 226.14 feet to a concrete monument with a disc at the northwesterly property corner of land now or formerly Berry Patch Associates Limited Partnership; Thence along the westerly property line of land now or formerly Berry Patch Associates Limited Partnership S37011'10"W a distance of 147.46 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N45052'04"W a distance of 119.61 feet to a concrete monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership S39°33'35"W a distance of 179.98 feet to a granite monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N61'32'36"W a distance of 293.73 feet to an iron pipe; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N52°09'55"W a distance of 108.86 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N76059'17"W a distance of 70.51 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N89014'34"W a distance of 216.28 feet to a granite monument; Thence along the easterly property line of land now or formerly Berry Patch 11 Associates Limited NO3°37'51"W a distance of 484.91 feet to an iron rod at the southeasterly property corner of land now or formerly Gyasi Manu; Thence along the easterly property line of land now or formerly Gyasi Manu N06°56'34"E a distance of 328.84 feet to the point and place of beginning.' Said Property Contains 427,025 square feet or 9.803 acres and is shown on plan entitled: "Property& Topographic Plan Metro Realty 151 & 195 Oakland Road South Windsor,Connecticut,Scale: 1"=50', Date: 10-07-16,sheet V-1. Prepared by Design Professionals, Inc." OWNER OF RECORD: The Estate of Mildred Simler/Berlin Remnant Land Parcels, LLC Dated at South Windsor, Connecticut this 12'' day of January 2017. In accordance with CGS Section 8-3d airman Gary Bazzano, Planning&Zoning Commission Received for record this day of , 200 at South Windsor, Connecticut ATTEST: BOND TRANSMITTAl DATE: March 31,2017 APPLICANT NAME Berry Patch III ADDRESS 6 Executive Drive, Suite 100 Farmington, CT 06032 PROJECT LOCATION/ADDRESS LOT 175 Oakland Road SUBDIVISION Berry Patch III P&Z OR IOTA/CC APPLICATION NUMBER 16-57P AMOUNT &TYPE OF BOND $ 45,000 Total (25,000 E&S Bond and $20, 000 Stormwater Bond- CHECK NUMBER 45 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 3/31/17 NAME DATE PROCESSED BY FINANCE 21007 NAME DATE SUB ACCOUNT NUMBER 3 5-Q 7 MUNIS APPLICATION 201601613 WAP(anning AdminTZ0Bonds\2017 Bonds\16-57P BerryPatchIII Bond Trans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 03/31/17 CUSTOMER#: 000000000 TIME: 11:04 CLERK: laurenlz RECPT#: 20896317 PREV BAL: TP/YR: MS/2017 AMT PAID: 45000.00 BILL: ADJSTMNT: EFF DT: 03/31/17 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 45000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 45000.00 AMT APPLIED: 45000.00 CHANGE: .00 PAID BY: BERRY PATCH III PAYMENT METH: CHECK PAYMENT REF: 45 1" RECEIVED TOWN OF SOUTH WINDSOR STAFF SITE CHANGE APR 0 1? FOR SITE & SUBDIVISION WMiMNDWPlAMNGDW. GENERAL: James Bernardino CHANGE ORDER. CONTACT PERSON Design Professionals, Inc. Phone No. 860-291-8755 Address 175 Oakland Road South Windsor,CT 06074 Site Name 175 Oakland road (AKA Berry Patch III) P&Z No. 16-57P Owner Berry Patch III, LLC Phone No. 860-674-5629 Contractor TBD Signature of Owner Date: Signature of Desi n Eng Date: _ CHANGE: (Describe locati na nature of change. Include Four (4) copies of plan/profile of Change. ) - Modified Grading-raise site 1.0 foot Reason for Change: (Why is change required) To balance cu/fill and earth operations onsite. APPROVALS: (As Req gyred Dir. Of Planning Date: Town Engineer ` Date: JZIl Dir. of Public War Date: tither: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning q�W N S'r To� 0174C siot� ?()&U&101t w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �f�OsoR-CO � TELEPHONE(860) 644-2511 June 2, 2017 Metro Realty Group LTD Eddy Majewski 6 Executive Drive, Suite 100 Farmington, CT 06032 Dear Mr. Majewski: Re: Preconstruction Meeting for Appl. 16-57P, 175 Oakland Road IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planning michele.li e southwindsor.or 644-2511 x252 Jeffrey Folger SW Planning 'effre .fol er southwindsg .or 644-2511 x229 Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245 Bernie Drabek SW Engineering bemard.drabek southwindsor.or 644-2511 x241 Walter Summers SW Fire Marshal walter.summers@,.southwindsor.org 644-2511 x217 —Christopher Dougan SW Building christo her.dou an southwindsor.or 644-2511 x232 Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or 860-648-6273 Eddy Majewski Metro Construction ema'ewski metro-reap .com 860-250-2977 Aaron Majewski Metro Construction ama'ewski metro-reap .com 860-883-7093 Kyle Richards Metro Realty krichards@metro-really.com James Bernardino Design jbemardino&d inc.co 860-291-8755 Professionals, Inc. Evan Gerber Gerber evanggerberconstructioninc.com 860-875-6684 Construction Inc. Steve Gerber Gerber steveggerberconstructioninc.com 860-875-6684 Construction Inc. Bruce Devanney Environmental bdevanneyge-s-i.com 860-528-9500 Services Inc. Gerry McDermott CT Water Co. jzmcdermott@ctwater.com 860-664-6125 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in Place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Oakland Road. Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and swale on site first. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in Oakland Road with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete,two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. Progress As Built Plans may be submitted to the Town Engineer for approval prior to paving and after subgrade formation. Show elevations and location of all storm drainage and sanitary sewer. 7. An as built plan will be required for the improvements the site. A separate as built plan will be required. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 10. Any problems and/or questions regarding construction of this project will be directed to Steve Gerber in the field at cell phone 860-305-1183 or/and Ed Majewski at cell phone 860-250-2977. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 16. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 17. Sewer permits for two lateral connections are required initially. 18. The sewer connection charge is due before any sewer laterals are installed. 19. No paving after October 15 or before April 15 without written approval from Director of Public Works. 20. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 21. Inspection of gravel access road required prior to placement of topsoil. 22. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 23. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 24. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Documents of all the easements that are field should be submitted. 3. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical, Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly y s, Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers,Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN —IN SHEET (please print clearly) ,,,�c„. ..v.,�+ .: : .. ..: . ...,F... v�nA�� .., .,i,>.::ti.� �.0 *.�xr ;,S� '^"l r•' 'x"T'� t, 14.v.�..�.. .'3. �.�M,�.`w';F, �� �'� h'a z.: i ,�+.�R " I t � b. ��� ..,,� ��a,�yP,p&a^".'�m.�'�r�7^F, a'V'��aa....s �8�"� ,�3'"f ,w .,fir;: ..:. ^'s,?. v^att��d� a�. �° f�,-} m"�'$?�S..d' au. -,ice•<¢r�, na„ w As nzo � N vo COjj � �'�� ,emu° 2 ' �,e �v-r��+I U o24 cr�ereons4rVC-+110K e.eo114 9(3�0 8115 NCO K„ � �o V L'h c Cr. l!,'tz c1 �L�• /�?.v)l�IJ•�; / (Re, t _ (L c �- 5f evL Crcf�rr-C 1�'v�f:e►, ;nC ca►�-r c W Pauff-Sriq ,� i/J f l) hd� � k )0 :SCE STATE OF CONNECTICUT EQT,C4� DEPARTMENT OF TRANSPORTATION y° DISTRICT I 3 t 1107 Cromwell Avenue fyr of TnP�''� Rocky Hill, Connecticut 06067 Phone: June 14, 2017 RMETM Mr. Mark Vertucci Fuss & O'Neill JUN 15 2017 146 Hartford Road Manchester, CT 06040 SOUTH WINDMPLANMINGDEPT. Dear Mr. Vertucci: Subject: Proposed Berry Patch III Residential Development 175 Oakland Road (Route 30) Town of South Windsor We have reviewed your plans for the above-noted subject dated October 10, 2016 and revised February 14, 2017, entitled "(175 OAKLAND ROAD*SOUTH WINDSOR, CONNECTICUT MAP 52, LOT 93 & 94 SITE PLAN)" and have the following comments: 1. Route 30 along this stretch provides by-pass capability at the Wentworth Park drive (235 Oakland Road) and Berry Patch 1 and 2 driveway before tapering down to a half section width.(16') that is not considered wide enough to accommodate a vehicular by-pass maneuver. The fact that two preceding driveways in the westbound direction accommodate by-pass and that the proposed driveway falls in an area where the roadway and the soft shoulder meet at grade, the need to provide a hardened surface is warranted. If this area of the roadway was not widened,the Department expects that motorists will drive on the grassy area rutting the edge of Route 30 and deteriorating the roads edge. Please provide a bypass area for the proposed drive. 2. This section of State Route 30 is unbounded and as such no deeded right could be found for the 715 L.F. of storm drain pipe existing across the parcel and out-letting to Farm. Brook. The plans call for this pipe to be relocated and a drainage easement across the entire property to be provided to the State. The State only requires that a "deeded easement to drain" be provided. Therefore, please contact Terrence Obey (860-594- 2462) in the CTDOT Office of Rights of Way to request and coordinate providing the State this easement to drain. The granting to the State of an easement to drain must be filed with the Town of South Windsor land records at no cost to the State prior to this permit being considered complete. An Equal Opportunity Employer 0 Printed on recycled or recovered paper Mr. Mark Vertucci Page 2 June 14, 2017 3. On sheet C-D1 update to Form 817. 4. Provide a note that the eastern CHID monument will be protected. 5. Add the pavement detail sheet. 6. Step back plantings so when at mature growth plantings do not cross R.O.W. line. Please submit two sets of plans, 40 scale or larger, reflecting the above-noted comments. An encroachment permit must be obtained for all work within the highway right of way. If you have any questions concerning this matter, please contact Mr. Tim Isyk of this office at (860) 258-4541. Very truly yours, Sherri L. Ruiz-Clark Special Services Section Manager Bureau of Highway Operation cc: Town of South Windsor Planning and Zoning ,� A A TOWN OF SOUTH WINDSOR 'J1 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: 5 t CHANGE ORDER CONTACT PERS Phone No. y 7 Address 6 "� Site Name -C U i 1<G� �nt P&Z No. Owner ?Pv i to pi"1400+ Lori l'av`l P !.f L-1,L Phone No. � (2' � 7 J t , Contractor �:v r1�,�-�v-�r � 4 Signature of Owner 4 !�` `'' "' " ",' ��'�'`" 'fDate: / 7 Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include 1 Four (4) copies of plan/ rofile of Change. ) n f P (3 c i C:,j' ` e P � n vi ..l ��F i•{v Y,f .%t1 A} �t! 'C•'°i� - {'. i e�..,\j t (.: oil Reason for Change: (Why is change required) re 511 Ur t 4 c; 1)ioT t ii 5 0"1 Je, 4 (. t`pw t,'L✓ c E J -C" APPROVALS. (As Required) Dir.. Of Planning G ,,, ( t,� Date: Town Engineer _.. . Date: Dir. of Public Works Date: r is other:- Date: STAFF COkftfiTt: White - Town Engineer Yellow - Applicant Pink - Director of .Planning Goldenrod - Engineering Department Suffield Farm, Inc. P. O. Box 645 Suffield, CT. 06079 Phone-(860)668-4552 Fax-(860) 668-5549 CT HIC#0633034 Metro Construction Company May 17, 2017 6 Executive Drive Farmington, CT. 06032 Attn: Ed Majewski Re: 4 Pear Trees on Oakland Road South Windsor, CT. Eddie: At your request I inspected the 4 Pear trees that border the property at 195 Oakland Road in South Windsor. The purpose of the inspection was to provide a cost estimate to move the 4 trees to an off-site location and then move them back to the site in 1 to 2 years, time. The 4 Pear trees are all 9 to 10 inches in caliper diameter and would require a 90 inch root ball to safely move them, whether dug by machine or by hand. The trees would have to be tied up, then dug, then moved to another location, planted and untied and watered. In a year or two the process would have to be repeated. Although the trees look good while driving by on the road, a closer inspection reveals many problems. The first tree, the one closest to Oakland Road, is the nicest tree. It has a small hole in one of the main branches which has existed for some time. This hole lets moisture and bugs (bugs love moist wood) into the branch causing it to rot. The second tree in had a major branch break off some time ago. The broken branch is not only unsightly but the break is again allowing water and bugs to get into the branch and rot it. The third tree had its main leader break off some time ago. The break is not only unsightly but there is now a hole in the middle of the tree. So much moisture has gotten into this break that extensive rot has started down the leader and spread down to the main trunk of the tree. The main trunk is cracked all the way to the ground, probably a freeze crack from so much moisture getting inside. This tree will most likely split in two if moving is attempted. And the tree will split in two on its own sometime in the near future. The fourth tree also had a major branch broken off some time ago. The remaining stub is not only unsightly by has caused the tree to now be lop-sided. Based on my inspection, 3 of the trees are not worth moving at all. The cost to move the 4th tree twice is too high. You can buy several nicely shaped, healthy, freshly dug, very large trees for the same cost. I'm sending you some photos that I took of each tree so you can get a better idea of the damage that is evident upon closer inspection. Should you have any questions, or need any additional information, please contact me. Thank you, Kevin A Banak Suffield Farm, Inc. s f � STATE OF CONNECTICUT � etcr,��� DEPARTMENT OF TRANSPORTATION r DISTRICT T 1107 Cromwell Avenue sr op.1 . Rocky Hill, Connecticut 06067 Phone: June 14,2017 Mr. Mark Vertucci Fuss&O'Neill 146 Hartford Road Manchester,CT 06040 Dear Mr. Vertucci: Subject:Proposed Berry Patch III Residential Development 175 Oakland Road (Route 30) Town of South Windsor We have reviewed your plans for the above-noted subject dated October 10, 2016 and revised February 14, 2017, entitled "(175 OAKLAND ROAD*SOUTH WINDSOR, CONNECTICUT MAP 52, LOT 93&94 SITE PLAN)"and have the following comments: 1. Route 30 along this stretch provides by-pass capability at the Wentworth Park drive (235 Oakland Road)and Berry Patch 1 and 2 driveway before tapering down to a half section width-(16')_that is not considered-wide enough to_accommodate.a vehicular_by,pass____ maneuver. The fact that two preceding driveways in the westbound direction accommodate by-pass and that the proposed driveway falls in an area where the roadway and the soft shoulder meet at grade,the need to provide a hardened surface is warranted. If this area of the roadway was not widened,the Department expects that motorists will drive on the grassy area rutting the edge of Route 30 and deteriorating the roads edge. Please provide a bypass area for the proposed drive. 2. This section of State Route 30 is unbounded and as such no deeded right could be found for the 715 L.F. of storm drain pipe existing across the parcel and out-letting to Farm Brook.The plans call for this pipe to be relocated and a drainage easement across the entire property to be provided to the State.The State only requires that a"deeded easement to drain" be provided.Therefore, please contact Terrence Obey(860-594- 2462) in the CTDOT Office of Rights of Way to request and coordinate providing the State this easement to drain. The granting to;the State of an easement to drain must be filed with the Town of South Windsor land records at no cost to the State prior to this permit being considered complete. Are Equal Opportunity Employer ® Printed on recycled or Ysc ored paper i i Mr. Mark Vertucci Page 2 June 14, 2017 3. On sheet C-D1 update to Form 817. 4. Provide a note that the eastern CHD monument will be protected. 5. Add the pavement detail sheet. fiv Step back plantings so when at mature growth plantings do not cross R.O.W. line. Please submit two sets of plans,40 scale or larger, reflecting the above-noted comments. An encroachment permit must be obtained for all work within the highway right of way, If you have any questions concerning this matter, please contact Mr.Tim Isyk of this office at (860) 258-4541. Very truly yours, Sherri L. Ruiz-Clark Special Services Section Manager Bureau of Highway Operation cc: Town of South Windsor Planning and Zoning -- - - -- ------ ----- TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: e CHANGE ORDER CONTACT PERSON � " a Phone No. _ - Address Site Nametoo L P&Z No. Owner a c� ,---- Phone No. Contractor � � r��► , Signature of Owner y UHF v Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) C a Iq N OVI h t ePYl--, Ve LVV'7 ' 14 5 h- ;ru►1 ' v A. m al _1 �v Reason for Change: (Wh is Chang required) p APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: r White - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department i i i ■ MOVE YOUR ENVIRONMENT FORWARD October 26, 2017 Berry Patch III, LLC c/o: Kyle Richards 6 Executive Drive Suite 100 Farmington, CT 06032 RE: SUMMARY OF ACTIVITIES 151 AND 195 OAKLAND ROAD, SOUTH WINDSOR, CONNECTICUT (HRP # BER8701.RA) Dear Mr. Richards: HRP Associates, Inc. (HRP) has prepared this summary of remedial actions and soils management activities at the abovementioned property, which is a former agricultural property that is currently being redeveloped. Based on HRP's previous site investigations, chlordane, an organochlorine pesticide, was detected in shallow soils in the former agricultural field (referred to herein as the "remedial area's above state action levels. HRP prepared a "Soil Management Plan,"dated February 2017, to address the residual pesticides in soils at the site consistent with the state's regulations and guidelines. Burial and mixing of residual pesticide-impacted soil is consistent with CT DEEP and CT Department of Public Health (DPH) policies for managing these types of soils. The remedial area is bounded by Oakland Road to the northeast, the former barn and garage to the west, Farm Brook and Petersen Pond to the southwest and south, and the property line between 151 and 195 Oakland Road to the southeast and east. Between August 15 and September 1, 2017, Gerber Construction performed the stripping, stockpiling, and burial of chlordane-impacted soil under HRP supervision in the remedial area at the site. The work was conducted according to procedures outlined in HRP's February 2017 "Soil Management Plan (SMP)." The purpose of conducting this remediation and soils management was to remove the upper horizon of soils that contained elevated residual chlordane in the former agricultural area in order to reduce any potential risk to human health and the environment. HRP personnel were on-site periodically during this process to confirm that the SMP procedures were being followed and to collect soil samples. Chlordane-impacted soils from the remedial area were stripped and stockpiled on-site pursuant to the SMP. A total of eleven stockpiles (Stock-1 through Stock-11) were constructed from the soils stripped from the 6-12" interval and then analyzed for pesticides via EPA Method 8081A. All 0-6" soils in the remedial area and 6-12" soils from stockpiles Stock-4 through Stock-8 were buried in pits excavated up to 28 ft. deep on the northeastern portion of the site along Oakland Road based either on initial subsurface investigation results or the confirmatory sampling results. Based on testing results, soil from stockpiles Stock-1 through Stock-3 and Stock-9 through Stock-11 were determined to be acceptable for reuse and relocation at the site. The remaining piles were relocated and placed in the two excavated area and were covered with a HRP ASSOCIATES,INC. 1 197 SCOTT SWAMP ROAD,FARMINGTON,CT 06032 1 P14O S (860)674-9570 1 FAX (860)674-9624 Berry Patch III, LLC October 26,2017 Page 2 of 2 Geotextile fabric as a warning layer. This area will be covered with additional material and be used as a rain garden designed as part of the site redevelopment. Based on our observations and testing results, HRP concludes that the chlordane-impacted soil in the uppermost horizons in the former agricultural areas have been successfully remediated according to the Soils Management Plan, resulting in conditions where the remaining soils are consistent with state remediation criteria and guidelines for soils. The extensive regrading that will occur to complete construction activities at the site will further mix the remaining soils, resulting in conditions that should not pose any significant risk for the intended future use of the property. Much of the site will be covered by buildings and paved areas, and the areas where the impacted soils were buried below final grades. The area where soil was placed will be utilized as a rain garden where the soils will not be disturbed and where no intrusive activities will occur. If you have any questions or require additional information, please feel free to contact HRP at (860) 674-9570. Sincerely, Michael R. Ainsworth, LEP, CPG IMaenzie L. Fannon Team Leader/Sr. Project Manager Project Geologist Moog it,V l:\B\BERRP-BERRY PATCH III,LLC\151 AND 195 OAK AND ROAD,SOUTH WINDSOR,C-r\BER8701RA\WP\Letter\Summary LetterAoa THE METRO REALTY GROUP, LTD. OAKLAND ROAD RESIDENTIAL DEVELOPMENT 175 OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT Affordability Plan for Multifamily Assisted Housing Zone October 2016 5192374 DEFINITIONS: "Community" —means the Oakland Road Residential Development, a unit multi-family home development approved as a Multifamily Assisted Housing Zone ("MAHZ")by the South Windsor Planning and Zoning Commission("Commission") as more fully described in Schedule A. The site plan is on file with that Commission. All homes within the Community shall be constructed in compliance with the minimum specifications set forth in Schedule B. "Developer"—means The Metro Realty Group, Ltd. or its successors and assigns. I. Designation as "Assisted Housing." The Oakland Road Residential Development 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. H. Affordability Period. The MAHZ Units shall be designated as affordable for no less than the period stated in Schedule E, Declaration and Agreement of Land Use Restrictive Covenants. The affordability period shall be calculated separately for each MAHZ Unit, and the period shall begin on the date of initial rental of such MAHZ Unit to an eligible tenant household. III. Entity Responsible for Administration and Compliance. This Affordability Plan will be administered by The Metro Realty Group, Ltd., or its designees, successors and assigns, and in such role is hereafter referred to as "Administrator." The point of contact for the Administrator shall be Dawn Mendez, who can be reached at (860) 674-5636. 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. IV. Notices of Availability for Rental of MAHZ Units. The Developer shall provide notice of the availability of each MAHZ 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 MAHZ 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"). V. Household Income Limitation. As further defined in the Declaration and Agreement of Land Use Restrictive Covenants, Schedule E attached, for the duration of the time period set forth in Section II above,twenty percent(20%) of the units at the Oakland Road Residential Development shall be rented only to households meeting the "Income Limitation" which shall mean earning "sixty percent(60%) or less of the Median Income" or "eighty percent(80%) or less of Median Income" as prescribed by § 8-30g of the Connecticut General Statutes, with income calculated using 24 C.F.R. § 5.609 (2016) as a guideline. VI. Affirmative Fair Housing Marketing Plan. The rental of MAHZ Units in the Community shall be publicized, using State regulations for affirmative fair housing marketing programs as guidelines. The Developer 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 Planning and Zoning Commission and the local housing authority. Such notices shall include a description of the available MAHZ 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 MAHZ 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. 2 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 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 MAHZ 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 MAHZ Units will then be offered according to the applicant's numerical listing with priority given to persons on the South Windsor Housing Authority waiting list. 3 IX. Maximum Rental Price. As further defined in the Declaration and Agreement of Land Use Restrictive Covenants, Schedule E attached, for the duration of the time period set forth in Section II above,twenty percent(20%) of the units at the Oakland Road Residential Development shall be rented at not greater than the Maximum Rental Price, calculated in compliance with Connecticut State Agencies Regulations sections 8-30g-1 et seq., and CHFA requirements. X. Principal Residence. MAHZ Units shall be occupied only as a tenant's principal residence. Subleasing of MAHZ 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 an MAHZ Unit is offered for re-rental, the Administrator may cause the unit to be inspected. XIL Conflict Between Affordability Plan and Declaration. In the event of a conflict between this Affordability Plan and Schedule E,the Declaration and Agreement of Land Use Restrictive Covenants, Schedule E shall govern. XIII. Enforcement. A violation of this Affordability Plan shall not result in a forfeiture of title,but the South Windsor Planning 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 MAHZ Units with the affordable housing regulations. XIV. Binding Effect. This Affordability Plan shall be binding on the successors and assigns of the Developer. 4 SCHEDULE A PROPERTY DESCRIPTION Beginning at an iron pipe on the southerly right-of-way line of Oakland Road, at the northeast corner of the property of now or formerly Gyasi Manu, and also being the northwest corner of the property hereon described. Thence proceeding S54°44'36"E a distance of 48.19 feet to a point; Thence along the southerly right-of-way of Oakland Road S55°08'29"E a distance of 227.09 feet to a point; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 65.15 feet to a point; Thence along the westerly property line of land now or formerly Mildred S. Simler S35°10'25"W a distance of 242.98 feet to a point; Thence along the southerly property line of land now or formerly Mildred S. Simler S54°49'35"E a distance of 206.50 feet to a point; Thence along the easterly property line of land now or formerly Mildred S. Simler N35°10'25"E a distance of 203.95 feet to a point on the southerly right-of-way line of Oakland Road; Thence along the southerly right-of-way line of Oakland Road S44°07'27E a distance of 481.04 feet to a brownstone monument; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 226.14 feet to a concrete monument with a disc at the northwesterly property corner of land now or formerly Berry Patch Associates Limited Partnership; Thence along the westerly property line of land now or formerly Berry Patch Associates Limited Partnership S37°11'10"W a distance of 147.46 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N45°52'04"W a distance of 119.61 feet to a concrete monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership S39°33'35"W a distance of 179.98 feet to a granite monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N61°32'36"W a distance of 293.73 feet to an iron pipe; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N52°09'55"W a distance of 108.86 feet to a point; 5 Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N76°59'17"W a distance of 70.51 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N89°14'34"W a distance of 216.28 feet to a granite monument; Thence along the easterly property line of land now or formerly Berry Patch II Associates Limited NO3°3T51"W a distance of 484.91 feet to an iron rod at the southeasterly property corner of land now or formerly Gyasi Manu; Thence along the easterly property line of land now or formerly Gyasi Manu N06°56'34"E a distance of 328.84 feet to the point and place of beginning. Said Property Contains 427,025 square feet or 9.803 acres and is shown on plan entitled: "Property& Topographic Plan Metro Realty 151 & 195 Oakland Road South Windsor, Connecticut, Scale: 1"=50', Date: 10-07-16, sheet V-1. Prepared by Design Professionals, Inc." 6 SCHEDULE B MINIMUM SPECIFICATIONS FOR MAHZ 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 • Sound insulated, multi-cycle dishwasher • Laminate countertops • Stainless steel sink with single lever faucet 7 Bathrooms • Full width vanity mirrors • Single piece acrylic tubs and shower surrounds • Laminate vanity tops • No-wax vinyl flooring or equivalent 8 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. (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 9 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 Ie, 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 f. Subject to Ii, 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, resident initiatives coordination, and serving as a member of the PHA's governing board. No resident may receive more than one such stipend during the same period of time. 1. 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 any deferred Department of Veterans Affairs disability benefits that are received in a lump sum amount or in prospective monthly amounts. 11 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:' 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. h. The cash value of life insurance policies available to the individual before death. ' 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 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 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 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 Pam. 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 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. 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 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 12. Rental Income from Property Owned byApplicant. 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 SCHEDULE E After recording, please return to: State of Connecticut Department of Housing 505 Hudson Street Hartford, CT 06106 Attn: Karen Santana DECLARATION OF LAND USE RESTRICTIVE COVENANT THIS DECLARATION OF LAND USE RESTRICTIVE COVENANT, (this "Restrictive Covenant") is made as of this 31 st day of January, 2018 by BERRY PATCH III, LLC, a limited liability company organized and existing under the laws of the State of Connecticut and having a mailing address of 6 Executive Drive, Suite 100, Farmington, Connecticut 06032 (the "Owner") and is given as a condition precedent to the disbursement to Owner of certain financial assistance in the form of a loan (the "Loan") pursuant to the provisions of the Flex: Affordable Housing Program as set forth in § 8-37pp of the Connecticut General Statutes ("CGS"), as amended and in effect from time to time (the "Act"), as amended, in favor of the STATE OF CONNECTICUT (the "State"), acting herein by and through its Department of Housing ("DOH"), acting by its Commissioner of Housing (the "Commissioner"). WITNESSETH: WHEREAS, the Owner is the owner of a certain parcel (or parcels) of real property commonly known as the Village at Berry Patch, South.Windsor, Connecticut and being more particularly described in Schedule A hereto (the "Land"); and WHEREAS, the Owner is the developer of an affordable housing project located on the Land known as "Village at Berry Patch Project" and identified by the State as Project No. 1713201 (the "Development" and together with the Land, the "Premises"); and WHEREAS, the Owner has requested financial assistance from the State for the acquisition and/or rehabilitation or construction of the Development, including, without limitation, sixteen (16) units of affordable housing (each an "Affordable Unit" and collectively, the "Affordable Units"), and the State has agreed to provide such financial assistance in accordance with the provisions of the Act and that certain agreement for financial assistance of even date herewith between the State and the Owner (the "Assistance Agreement"); and WHEREAS, as a condition to its receipt of financial assistance from the State, the Owner has covenanted to maintain certain restrictions with respect to the rent to be charged for the Affordable Units and the income eligibility requirements of tenants residing in the Affordable Units, in each case for the period of time as specified in the Assistance Agreement; and WHEREAS, the State requires as a condition precedent to the disbursement of the Loan proceeds that the Owner (a) execute, deliver and record this Restrictive Covenant on the official land records of the municipality in which the Land is located (the "Municipality") in order to create certain covenants running with the Land for the purpose of enforcing the requirements set forth herein and in the Assistance Agreement regulating and restricting the use, occupancy, operation and transfer of the Development, and providing that such covenants shall be binding upon all subsequent owners of the Development for such term, and are not merely personal covenants of the Owner and (b) consent to be Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans- Rental or ownership housing Page 1 Form rev. 5.20.2016 16901583v3 regulated by the State as provided herein and by any applicable statutes and rules, regulations, policies and procedures of the State. NOW THEREFORE, in consideration of the disbursement of the Loan proceeds by the State, the Owner agrees as follows: Section 1 - Definitions All capitalized terms used herein but not otherwise defined herein shall have the meaning set forth in the Assistance Agreement, a copy of which is on file at Owner's office. In the event of any conflict between the provisions set forth herein and the provisions of the Assistance Agreement, the provisions of the Assistance Agreement shall control. Section 2 - Recording Filing, Covenants To Run With the Land (a) Promptly upon the execution of this Restrictive Covenant by the Owner, the Owner shall cause this Restrictive Covenant to be filed on the land records of the Municipality, and shall pay all fees and charges incurred in connection therewith. Upon recording, the Owner shall immediately transmit to the State a receipt of the same and shall cause the recorded Restrictive Covenant to be returned by the Municipality to the State. Promptly following the full execution of any amendment to this Restrictive Covenant, in each case subject to the terms herein, the Owner shall cause such amendments to be filed on the land records of the Municipality, shall pay all fees and charges incurred in connection therewith, and upon recording, the Owner shall immediately transmit to the State a receipt of the same and shall cause the recorded amendment to be returned by the Municipality to the State. (b) The Owner intends, declares, and covenants, on behalf of itself and all future owners and operators of the Land and the Development during the term of this Restrictive Covenant, that this Restrictive Covenant and the covenants and restrictions set forth in this Restrictive Covenant: (1) shall be and are covenants running with the land, encumbering the Land and the Development for the term of this Restrictive Covenant, binding upon Owner and its respective successors in title and all subsequent owners and operators of the Land and the Development; (2) are not merely personal covenants of the Owner; and (3) shall bind the Owner and its respective successors and assigns during the term of this Restrictive Covenant (and the benefits shall inure to the State). (c) The Owner hereby agrees that any and all requirements of the laws of the State of Connecticut to be satisfied in order for the provisions of this Restrictive Covenant to constitute deed restrictions and covenants running with the Land shall be deemed to be satisfied in full, and that any requirements or privileges of estate are intended to be satisfied, or in the alternate, that an equitable servitude has been created to insure that these restrictions run with the Land. (d) For the term of this Restrictive Covenant, each and every contract, deed or other instrument hereafter executed conveying the Land and/or the Development or any portion(s) thereof shall expressly provide that such conveyance is subject to this Restrictive Covenant, provided, however, the covenants contained herein shall survive and be effective regardless of whether such contract, deed, or other instrument hereafter executed conveying the Land and/or the Development or any portion(s) thereof provides that such conveyance is subject to this Restrictive Covenant. (e) The Owner covenants to obtain the consent of any prior recorded lien holder on the Land and/or Development, as applicable, to this Restrictive Covenant and to furnish a copy of such consent to the State. Such consent(s) shall be furnished to the State on or before the date of this Restrictive Covenant. Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans-Rental or ownership housing Page 2 Section 3 - Representations, Covenants and Warranties of the Owner The Owner hereby represents, covenants, and warrants as follows: (a) The Owner: (1) is a limited liability company duly organized under the laws of the State of Connecticut and is qualified to transact business under the laws of the State of Connecticut, (2) has the power and authority to own its properties and assets and to carry on its business as now being conducted, and (3) has the full legal right, power and authority to execute and deliver this Restrictive Covenant. (b) The execution and performance of this Restrictive Covenant by the Owner (1) will not violate or, as applicable, has not violated, any provision of law, rule or regulation, or any order of any court or other agency or governmental body, (2) will not violate or, as applicable, has not violated, any provision of any indenture, agreement, mortgage, mortgage note, or other instrument to which the Owner is a party or by which it or the Development is bound, and (3) will not result in the creation or imposition of any prohibited encumbrance of any nature. (c) The Owner will, at the time of execution and delivery of this Restrictive Covenant, have good and marketable fee simple title in and to the Land and the Development, free and clear of any lien or encumbrance (except for encumbrances created pursuant to this Restrictive Covenant, or other encumbrances permitted pursuant to the terms of this Restrictive Covenant and/or the Assistance Agreement). (d) There is no action, suit, proceeding at law or in equity, or by or before any governmental body or instrumentality now pending, or, to the best of the knowledge of the Owner, threatened against or affecting it, the Land, the Development or any of the Owner's other properties or rights, which if adversely determined, would materially impair the Owner's right to carry on its business substantially as now conducted (and as now contemplated by this Restrictive Covenant) or would materially adversely affect its financial condition. (e) All Affordable Units situated within the Development shall remain habitable, safe and sanitary according to all applicable building, fire, and health codes. (f) Except as may otherwise be allowed herein and/or pursuant to the Assistance Agreement, the Owner shall not convey, transfer, sell or encumber all or any portion of the Premises, or permit the same, without the prior written consent of the State. (g) Subject to the requirements of the Act, this Restrictive Covenant, the Assistance Agreement and the prior written approval of the State, the Owner may convey, transfer, or sell the entire Premises, provided the Owner shall have notified in writing the transferee, buyer or other successor in interest acquiring the Premises in advance that such acquisition is subject to the requirements of this Restrictive Covenant and to the requirements of the Act and all applicable regulations. This provision shall not act to modify any other restriction on the conveyance, transfer, or sale of the Premises. The Owner agrees that the State may void any conveyance, transfer, or sale of the Premises if the Owner fails to provide such notice to the transferee, buyer or other successor in interest or if the transferee, buyer or other successor in interest fails to assume in writing the requirements of this Restrictive Covenant and the requirements of the Act. (h) The Owner shall not demolish, or cause or suffer the demolition of, any portion of the Development, substantially subtract from any real or personal property at, on, or constituting a portion of the Premises, or permit the use of any residential unit situated within the Development for any Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans- Rental or ownership housing Page 3 purpose other than for residential purposes during the term of this Restrictive Covenant unless required by law or unless the State has given its prior written consent. (i) If the Development, or any part thereof, shall be damaged, destroyed, condemned, or acquired for public use, the Owner will use its best efforts, subject to the rights of any mortgagee with rights senior to the State, to repair and restore the Development to substantially the same condition as existed prior to the event causing such damage or destruction, and in the case of a partial condemnation, to restore the Development to substantially the same condition as existed prior to such condemnation, to the extent feasible, and thereafter to operate the Development in accordance with the terms of this Restrictive Covenant. (j) The Owner has not and will not execute any other restrictive covenant or other instrument with provisions contradictory to, or in opposition to, the provisions hereof, and in any event, the requirements of this Restrictive Covenant are paramount and controlling as to the rights and obligations herein set forth and supersede any other requirements in conflict herewith. (k) The Owner covenants that it will not knowingly take or permit any action that would result in a violation of the requirements of the Act and applicable regulations or any provision of this Restrictive Covenant. Moreover, the Owner covenants to take any lawful action (including amendment of this Restrictive Covenant as may be necessary, in the opinion of the State) to comply fully with all applicable rules, rulings, policies, procedures, regulations or other official statements promulgated or proposed and published by the State from time to time pertaining to the Owner's obligations under the Act or applicable regulations and affecting the Premises. Section 4 - Income, Rent, Occupancy and Use Restrictions (a) The Owner covenants and agrees that following the construction of the Development, notwithstanding any prepayment or other discharge of the Loan, at all times during the Affordability Period: The Affordable Units shall comprise the following: (i) eight (8) one-bedroom Units and (ii) eight (8) 2-bedroom Units, and shall be subject to the following affordability restrictions: (i) eight (8) one-bedroom Affordable Units shall be restricted to families and persons whose income does not exceed sixty percent (60 %) of the AMI, and have an initial rental limit of$1,102 per month; and eight (8) two-bedroom Affordable Units shall be restricted to families and persons whose income does not exceed sixty percent (60 %) of the AMI, and have an initial rental limit of$1,321 per month. The threshold rents set forth above shall be calculated by adding base rent plus a utility allowance for any utilities paid for by the tenant of the applicable Affordable Unit. Any utility allowances for tenant paid utilities must be subtracted from these maximum rents. When DOH amends its rent limits, DOH shall make such information available to the Owner. The Owner shall not adjust rents except in accordance with the rental limits established by DOH under the Program or under the LIHTC Program, as applicable. The Owner shall provide each tenant a minimum of thirty (30) days prior written notice before implementing a rent increase. (b) Intentionally omitted. Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans-Rental or ownership housing Page 4 Section 5 - Term of Restrictive Covenant (a) This Restrictive Covenant, and the term of affordability specified herein (the "Affordability Period"), shall be effective immediately upon recordation of this Restrictive Covenant. With respect to any covenants concerning any Affordable Units to be constructed following the recordation of this Restrictive Covenant, the Owner shall comply with all such covenants immediately upon the completion of the construction of such Affordable Units but in no event later than the Project Completion Date. This Restrictive Covenant shall terminate on the date that is fifteen (15) years after the Project Completion Date. (b) Pursuant to the Act, as amended, this Restrictive Covenant shall remain in effect until the expiration of the Affordability Period described in section 5(a) above, without regard to the term of any mortgage (regardless of the seniority of such mortgage relative to the mortgage securing the Owner's obligation to repay the Loan) or other underlying security and without regard to any transfer of ownership of the Premises or any portion thereof or any interest therein. Section 6 - Enforcement of Restrictions (a) The Owner shall permit, during normal business hours and upon reasonable notice, any duly authorized representative of the State, to inspect any books and records of the Owner regarding the Premises, including, without limitation, with respect to the incomes of any tenant of any Affordable Unit situated within the Development or any other information the State shall deem reasonably necessary to substantiate the Owner's continuing compliance with the covenants, restrictions, and other requirements set forth in this Restrictive Covenant. (b) The Owner shall submit any other information, documents, or certifications requested by the State which the State shall deem reasonably necessary to substantiate the Owner's continuing compliance with the covenants, restrictions, and other requirements set forth in in this Restrictive Covenant. (c) The Owner hereby agrees that the representations, warranties, and covenants set forth herein may be relied upon by the State. The Owner further agrees, upon request therefor from the State, to submit annual certifications and other reports to the State confirming that the Development is in compliance with the Act, all applicable regulations and the covenants and restrictions set forth in this Restrictive Covenant. (d) The Owner acknowledges that the primary purpose for requiring compliance by the Owner with the covenants, restrictions and other requirements set forth in this Restrictive Covenant is to assure compliance of the Development and the Owner with the Act, all applicable regulations, and the terms of the Assistance Agreement, and by reason thereof, the Owner in consideration for receiving the Loan proceeds for the Development, hereby agrees and consents that the State shall be entitled, for any breach of the provisions hereof, and in addition to all other remedies provided by law or in equity, to enforce specific performance by the Owner of its obligations under this Restrictive Covenant in a court of competent jurisdiction. The Owner hereby further specifically acknowledges that the beneficiaries of the Owner's obligations hereunder cannot be adequately compensated by monetary damages in the event of any default hereunder. (e) The Owner agrees to take any and all actions reasonably required by the State to substantiate the Owner's compliance with the occupancy restrictions of the Act as now constituted or subsequently amended and all applicable regulations. Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans-Rental or ownership housing Page 5 (f) In the event the Owner fails to satisfy the requirements of this Restrictive Covenant or the Assistance Agreement and legal costs are incurred by the State, such legal costs, including attorney fees and court costs (including costs of appeal), are the responsibility of, and may be recovered from the Owner. Section 7 - Recordkeeping (a) At all times during the Affordability Period, the Owner shall maintain and make available to the State any and all records, documents, and policies necessary which demonstrate compliance with this Restrictive Covenant, the Act and all applicable regulations. (b) At all times during the Affordability Period, the Owner shall maintain all records as required by this Restrictive Covenant, the Act and all applicable regulations and shall take any and all actions reasonably required by the State to substantiate the Owner's compliance therewith. This Restrictive Covenant may be enforced by the State or its designee in the event the Owner fails to satisfy any of the requirements herein. Section 8 - Miscellaneous (a) Severability. The invalidity of any clause, part, or provision of this Restrictive Covenant shall not affect the validity of the remaining portions thereof. (b) Notices. All notices to be given pursuant to this Restrictive Covenant shall be in writing and shall be deemed given when mailed by certified or registered mail, return receipt requested, to the parties hereto at the addresses set forth below, or to such other place as a party may from time to time designate in writing. The State and the Owner, may, by notice given hereunder, designate any further or different addresses to which subsequent notices, certificates or other communications shall be sent. If to State: Department of Housing 505 Hudson Street Hartford, Connecticut 06106-7106 Attn: Commissioner of Housing With a copy to: Assistant Attorney General - Housing 55 Elm Street Hartford, Connecticut 06106 If to Owner: Berry Patch III, LLC 6 Executive Drive, Suite 100 Farmington, Connecticut 06032 With a copy to: Barry S. Feigenbaum Rogin Nassau LLC CityPlace I - 22nd Floor 185 Asylum Street Hartford, CT 06103-3460 Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans-Rental or ownership housing Page 6 or to such other address or person as shall be designated from time to time by notice. (c) Amendment. The Owner agrees that, at the State's request, it will take all actions necessary to effect amendment of this Restrictive Covenant as may be necessary to comply with the Act and any and all applicable rules, regulations, policies, procedures, rulings, or other official statements pertaining to the Act. The State, together with the Owner, may execute and record any amendment or modification to this Restrictive Covenant provided such amendment or modification is in writing and executed by both the Owner and the State, or their respective successors or assigns. Any such amendment or modification shall be binding on any third-parties granted rights under this Restrictive Covenant. (d) Governing Law. This Restrictive Covenant shall be governed by the laws of the State of Connecticut. No Further Text on This Page — Signature Page Follows Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans- Rental or ownership housing Page 7 IN WITNESS WHEREOF, the Owner hereto has set its hand and seal the day and year first written above. Signed, Sealed and Delivered in the presence of: WITNESSES: BERRY PATCH III, LLC, a Connecticut limited liability company By: Farm Glen Management, L.L.C. x a Connecticut limited liability company t its: Manager -Name: �a r Name: Geoffre' S ger fume: Wt 7f—vt&—Vc Title: Co-Ma ager STATE OF CONNECTICUT ) COUNTY OF 1-�CJVCZA On this day of January, 2018 before me, the undersigned officer, personally appeared Geoffrey W. Sager, the duly authorized Co-Manager of Farm Glen Management, L.L.C., the Manager of Berry Patch III, LLC, a Connecticut limited liability company, and that he as such Co-Manager of the Manager of said Mortgagor and being duly authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the limited liability company by himself as such Co-Manager of the Manager of said limited liability company. In Witness Whereof, I hereunto set my hand. C missioner of the Superior Court Notary Public My Commission Expires: Village at Berry Patch Page S-1 Declaration of Land Use Restrictive Covenant Loans-Rental or ownership housing Schedule A Legal Description of Development Beginning at an iron pipe on the southerly right-of-way line of Oakland Road, at the northeast corner of the property of now or formerly Gyasi Manu, and also being the northwest corner of the property hereon described. Thence proceeding S54044'36"E a distance of 48.19 feet to a point; Thence along the southerly right-of-way of Oakland Road S55°08'29"E a distance of 227.09 feet to a point; Thence along the southerly right-of-way line of Oakland Road S44°07'27"E a distance of 65.15 feet to a point; Thence along the westerly property line of land now or formerly Mildred S. Simler S35010'25"W a distance of 242.98 feet to a point; Thence along the southerly property line of land now or formerly Mildred S. Simler S54049'35"E a distance of 206.50 feet to a point; Thence along the easterly property line of land now or formerly Mildred S. Simler N35010'25"E a distance of 203.95 feet to a point on the southerly right-of-way line of Oakland Road; Thence along the southerly right-of-way line of Oakland Road S44007'27E a distance of 481.04 feet to a brownstone monument; Thence along the southerly right-of-way line of Oakland Road S44007'27"E a distance of 226.14 feet to a concrete monument with a disc at the northwesterly property corner of land now or formerly Berry Patch Associates Limited Partnership; Thence along the westerly property line of land now or formerly Berry Patch Associates Limited Partnership S37°11'10"W a distance of 147.46 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N45052'04"W a distance of 119.61 feet to a concrete monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership S39033'35"W a distance of 179.98 feet to a granite monument; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N61°32'36"W a distance of 293.73 feet to an iron pipe; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N52°09'55"W a distance of 108.86 feet to a point; Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N76059'17"W a distance of 70.51 feet to a point; Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans- Rental or ownership housing Page A-1 Thence along the northerly property line of land now or formerly Berry Patch Associates Limited Partnership N89°14'34"W a distance of 216.28 feet to a granite monument; Thence along the easterly property line of land now or formerly Berry Patch II Associates Limited NO3°37'51"W a distance of 484.91 feet to an iron rod at the southeasterly property corner of land now or formerly Gyasi Manu; Thence along the easterly property line of land now or formerly Gyasi Manu N06°56'34"E a distance of 328.84 feet to the point and place of beginning. Said Property is shown on plan entitled: "Property & Topographic Plan Metro Realty 143, 151, & 195 Oakland Road South Windsor, Connecticut, Scale: V=50% Date: 8-25-17, sheet V-1. Prepared by Design Professionals, Inc." and designated Project No. 3616. Village at Berry Patch Declaration of Land Use Restrictive Covenant Loans- Rental or ownership housing Page A-2 a aECTRiC 1 COANINY SERVICE-DESIGN-INSTALLATION SINCE 1926 CT LIC.#123564 12/4/18 Eddy Majewski,Project Manager The Metro Construction Company 6 executive Drive, Suite 100 Farmington CT 06032 Reference: 175 Oakland Road, South Windsor Mr.Majewski, Please except this correspondence as notification that all of the exterior wall and pole mounted luminaires have been installed per the approved electrical site plan SE1-01 dated 1/30/17 including fixture locations and specifications listed in the Lighting Fixture Schedule on drawing E03.03. Thank You, Nathan Rogers Project Manager Bloomfield Electric Company 182 Oakwood Drive Glastonbury CT 06033 182 Oakwood Drive-Glastonbury,CT 06033 Tel.:(860)430-5588-Fax:(860)430-5589 www.bloomfield-electric.com Z�W N St O7_0� ale S-491am ?d&U&Ot G V • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 SOR-COC December 14, 2018 The Metro Realty Group LTD Geoffrey Sager 6 Executive Drive, Suite 100 Farmington, CT 06032 Re: Appl. 16-57P, Metro Realty Group 175 Oakland Road Apartments Dear Mr. Sager: This is to advise you that the Engineering Site Bond has been set in the amount of$100,000 to cover unfinished site work for Appl. 16-57P, Metro Realty Group 175 Oakland Road Apartments on property located at 175 Oakland Road. This work includes final paving, site work around Building 7, pavement markings, signs, modifications to the existing driveway to Berry Patch for pedestrian access, outdoor exercise equipment and final as-built plans. An additional bond in the amount of$20,000 is due for final landscaping on site. A cash bond or letter of credit in the total amount of $120,000 must be posted prior to the issuance of certificates of occupancy. Sincerely, Jeffrey Doolittle Town Engineer JD/llz CC: Rob Idleman, Metro Realty Michele Lipe, Director of Planning Jeff Folger, Senior Environmental Planner PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 12/07/18 CUSTOMER#: 000000000 TIME: 11:39 CLERK: laurenlz RECPT#: 20904212 PREV BAL: TP/YR: MS/2019 AMT PAID: 175.00 BILL: ADJSTMNT: , EFF DT: 12/03/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 175.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 175.00 AMT APPLIED: 175.00 CHANGE: .00 +. PAID BY: BERRY PATCH III LLC PAYMENT METH: CHECK PAYMENT REF: 210 zj-• -1 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 01/08/19 CUSTOMER#: 000000000 TIME: 16:13 CLERK: laurenlz RECPT#: 20904575 PREV BAL: TP/YR: MS/2019 AMT PAID: 25.00 BILL: ADJSTMNT: EFF DT: 01/08/19 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 25.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 25.00 AMT APPLIED: 25.00 CHANGE: .00 PAID BY: METRO CONSTRUCTION PAYMENT METH: CHECK PAYMENT REF: 2113