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HomeMy WebLinkAbout20-50P Pete's Tire Barn 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _____ 1. On each sheet for plans or maps, title block with the following information: _____ a. Name, address and telephone of applicant. _____ b. Name, address and telephone number of Land Surveyor or Professional Engineer. _____ c. Name of Development. _____ d. Date when drawings were made. _____ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. _____ a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. _____ b. Outline of buildings. _____ c. Layout of streets. _____ d. Surrounding property boundaries within 500 feet. _____ e. Names of abutting property owners. _____ f. Proposed open spaces and recreation areas. _____ g. Driveway cuts on abutting properties and any properties across from proposed site. _____ h. Distance to and name of nearest intersection street. _____ 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 2 _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____ b. Proposed streets and street lines with center line station, curve data, and parking spaces. _____ c. Building lines in accordance with zoning regulations. _____ d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). _____ e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Easement Date Filed Vol/Pg _____ f. Names of abutting property owners. _____ g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. _____ h. All open space or other common or public land uses shall be indicated. _____ i. A-2 certification; P.E./L.S. Seal. _____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: _____ a. All existing and proposed buildings. _____ b. Curb Lines and pavement width, sidewalks. _____ c. Existing and proposed sanitary sewers. _____ d. Existing and proposed water and all existing utilities. 3 _____ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. _____ f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. _____ g . Regulated wetlands and 100-year floodplain or note that none are present. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. _____ i. Connections of all springs into proposed storm drainage system as needed. _____ j. Location and indications of existing brook channels, and 100-year flood limits. _____ k. A-2 & T-2 Certification; P.E & L.S. Seals. _____ 6. Landscaping plan _____ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. _____ 8. Traffic Report _____ 9. Site Lighting Plan _____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: _____ a. Layout of streets in sections coordinated by stations with the profile. _____ b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. _____ c. Sight line at driveway & street intersections. 4 _____ d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. _____ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. _____ f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. _____ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. _____ h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. _____ 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. _____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. _________________________ _____________________________ PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 ©···esignrofessionalsesign rofessionals· · · esign rofessionals 416 JOHN FITCH BLVD BOTTICELLO DENNIS TR ETAL 47700416 245 CHAPEL ROAD CURRENT RESIDENT 18000245 299 CHAPEL ROAD CURRENT RESIDENT 1800R011A 420 JOHN FITCH BLVD CONNECTICUT SOIL REALTY LLC 47700420 240 CHAPEL ROAD DABROWSKI HIPOLIT C & BOZENA 18000240 380 JOHN FITCH BLVD HALLER EVE FAMILY LLC 47700380 440 JOHN FITCH BLVD HALLER EVE FAMILY LLC 47700440 500 JOHN FITCH BLVD TOLLAND STREET LLC 47700500 282 CHAPEL ROAD CUBESMART LP 18000282 334 CHAPEL ROAD CURRENT RESIDENT 18000334 310 CHAPEL ROAD JACQUES JEAN MARC 18000310 415 JOHN FITCH BLVD VAVCO ASSOCIATES 47700415 180 CHAPEL ROAD VANCO ASSOCIATES 18000180 459 JOHN FITCH BLVD PETES CAR STAR INC 47700459 510 JOHN FITCH BLVD LESNEWSKY MARION L 47700510 515 JOHN FITCH BLVD MACKEEBER ASSOCIATES LLC 47700515 395 JOHN FITCH BLVD 395 JOHN FITCH LLC 47700395 248 CHAPEL ROAD AINSWORTH REALTY LLC 18000248 273 CHAPEL ROAD TWIN MANUFACTURING COMPANY 18000273 418 JOHN FITCH BLVD INERGY PROPANE LLC 47700418 253 CHAPEL ROAD R&J CLOUTIER LLC 18000253 131 CHAPEL ROAD PODUNK RIVER FARMS LLC 18000131 417 JOHN FITCH BLVD VANCO ASSOCIATES 47700417 255 CHAPEL ROAD 255 CHAPEL ROAD LLC 18000255 ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals ©···esignrofessionals· · · ’ · · · · ’ · 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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©···esignrofessionals D esignrofessionals©····· · · PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:9/2 1/20 TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Ray FavreauChrisDougan,Heather Oatis,Kevin Cooney,Tony Manfre,John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent StetsonFROM:Michele Lipe,AICP,Director of Flaming The Flaming &Engineering Departments have received plans for the following proj ects: Appl 20—50P,Pete’s Tire Barn,Inc. Location:260 Chapel Road Future Town-owned property involved?D Yes D No D new street(s)a new detention area a new open space/recreation area B active Dpassive Flaming Department notes: Please comment by 10/9/20 and retum to the Planning Department. &Site Plan [j subdivision No.Acres 4.59 Zone I &Industrial @ Commercial D Residential No.Lots/Units Water:&Public D Private Well Sewerage:&Public D Septic System Project Description:12,000 sf addition —shown as warehouse with small office area P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving Connecticu t, Massachusetts, & Rhode Island Stormwater Management Statement Pete’s Tire Barn 260 Chapel Road South Winsor CT September 21, 2020 Introduction Pete’s Tire Barns, Inc., is proposing a building expansion to their existing facility located at 260 Chapel Road South Windsor, Connecticut. The property is referenced on the Town of South Windsor Tax Assessors map as GIS # 18000260. The proposed development will include the construction of 12,000+ sf building addition and associated site improvements to include, but not limited to, regrading of pavement areas, landscaping, lighting, and updates to existing stormwater management BMP’s. The total property area is 4.59 acres, 0.62+ acres of which is proposed to be disturbed during construction. A large majority (0.54+ acres) of the proposed disturbance is withing the limits of existing pavement. For more information, please refer to the plans entitled “Pete’s Tire Barns ~ Site Plan Modification ~ 260 Chapel Road ~ South Windsor, CT” prepared by Design Professionals, Inc., and dated September 21, 2020, as amended. Discussion All Stormwater runoff from the existing site gets conveyed to an infiltration basin located at the north west corner of the site. The property owner has indicated no problems of flooding or prolonged wet pools in this basin. The proposed building addition is expected to increase the total impervious area onsite by approximately 60 SF (0.001 Acres). Due to this minimal increase in impervious area, DPI is only proposing slight modifications to the bottom of the pond to allow for the installation of a new 24” HDPE Flared End. Such a small increase in impervious cover will have a negligible effect on the peak flows to the basin. With this, it is DPI’s professional opinion that the infiltration basin will continue to operate just as it does today. Storm Water Upgrades The last two legs of the existing underground storm piping system will be removed and replaced with new pipes to re-route stormflow around the addition. The new pipe run will be accompanied by an ADS Barracuda S6 unit to address water quality of all sheet flow from pavement areas entering the infiltration basin. This unit was sized based on recommendations made in the 2004 Connecticut Stormwater Quality Manual for determining the water quality flow rate for the site. Water quality flow calculations, and ADS Barracuda manufacturer’s sizing info is included as an attachment to this statement. Page 2 Conclusion The proposed stormwater management system upgrades as discussed herein and shown on the referenced plans is appropriate for the proposed development on the subject site and should not pose any detrimental impacts to the environment. Please contact us with any questions. Sincerely, DESIGN PROFESSIONALS, INC. Daniel H. Jameson, P.E. Project Manager G:\jobs\4516\Engineering\Stormwater\4516 - Drainage Statement.docx Attachment A WQF & ADS Barracuda Specs 260 Chapel Road DPI Project No.:4516 September 21, 2020 Pete’s Tire Barn Water Quality Unit Sizing To find Unit Peak Discharge qu with Exhibit 4-III, the following is needed: Time of Concentration (Tc): 6 mins = 0.10 hours Initial Abstraction (Ia) in inches / Design Precipitation (P) in inches: Initial abstraction (Ia) from Table 4-I in Chapter 4 of TR-55 needs Curve Number (CN) CN = 92 Ia = 0.174 inches Design Precipitation (P) = 1” for water quality storms per Appendix B Ia/P = 0.174 Unit Peak Discharge qu = 650 cfs/mi2/inch Drainage Area A = 2.514 acres = 0.004 mi2 Runoff Depth Q = WQV (acre-feet) x 12 / drainage area (acres) Water Quality Volume (WQV) = (1”)(R)(A)/12, where: R = volumetric runoff coefficient = 0.05 + 0.009(I), where I = percent impervious cover = 72.5% R = 0.05 + 0.009(I) R = 0.05 + 0.009(72.5) R = 0.703 A = drainage area in acres = 2.514 acres WQV = (1”)(R)(A)/12 WQV = (1”)(0.703)(2.514 acres) / 12 in/ft WQV = 0.147 acre-feet Q = (WQV X 12 in/ft)/Drainage Area Q = (0.147 acre-feet x 12 in/ft) / 2.514 acres Q = 0.702 in WQF = qu x A x Q WQF = 650 cfs/mi2/inch x 0.004 mi2 x 0.702 in WQF = 1.83 cfs required Proposed As shown on the enclosed water quality unit sizing report, the proposed BaySaver Barracuda S6 is rated for 80% TSS removal for the required 1.83 cfs water quality flow. See Barracuda sizing chart included in the Appendix. PLANNING DEPARTMENT February 26,2024 Pete’s Tire Bams.Inc. 275 East Main Street Orange,MA 01364 To Whom It Mav Concern: Re:Appl.20—50P Pete’s Tire Barn I am pleased to advise you that the South Windsor Planning and Zoning Commission.at its Regular Meeting on February 13.2024.voted to release the following bonds: Appl.20-50?Pete’s Tire Barn E &S Bond in the amount of$2.000 reduced by $2.000 to leave a balance of—0-. A check will be mailed to you from the Town of South Windsor.If you have any further questions.please contact the Planning Department at 860—644—251 1.extr 2329. Thank you. Very truly yours. Aygfl/Oé/W" Stephen Wagner.Chairman PLANNING &ZONING COMMISSION SW/js 1540 Sullivan Avenue,South Windsor,ET DEUM l Tel (HEU)644-2511 Ext 2329 i Planning@SnuthWindsnr-CTiguv