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HomeMy WebLinkAbout13-06P GDS Estimating TOWN OF SOUTH WINDSORF PLANNING & ZONING COMMISSION ' APPLICATION FOE E'vD j r r Application No: /3— D � � � � Official Receipt Date: �— a �,3 FEB 'I 1 Z013 Receipt No: o2 6/3 00 SOUTH WIND60R PLANNING DEPT. APPLICANT: Z22S- Ch fJ/r lee,','P7 a J4 C }ivc im/'l PROJECT NAME: G .' ADDRESS: OWNER OF RECORD ON LAND RECORDS: ✓ ' i L ADDRESS: S:!�- COMPLETE LOCATION OF PROPERTY: 470 0 V E No GIS PIN # ik5l,00`Y y ZONE_ NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: T _ G `sue ' fated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required, Certificate of Mailing) ❑ Open Space Subdivision/Resubdivision (Public Hearing Required; certificate of mailing) FJ Subdivision ❑ Minor ❑ Major [Resubdivision (Public Hearing Required)&KMinor ❑ Major ❑ Conditional Subdivision Approval ❑ Special Exception to Table (Public Hearing, Certificate of Mailing) [►ISite Plan of Development ❑ General Plan 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 Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for (Public Hearing Required) ❑ In Law apartment/Accessory Apartment (Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) ❑ 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. t � / t Signd,ure of Ap c t Signature of operty Owner TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANTD�� 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. A— 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. i 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. V" 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). 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 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. ta A 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. 2 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. N Pr i. Connections of all springs into proposed storm drainage system as needed. 4 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 _ V 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. _X 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. 3 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. f� 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. NSA 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 01b N PREPAR".E./L.S.) DATE February 2002; Rev. 4-04 4 South • • Planning Department Memo To: Chris Esseppi From: Michele Lipe,AICP,Town Planner Date: 3/8/13 Re: Appl#13-06P,GDS Estimating Resubdivision and Site Plan Planning Dept Review Comments 1. Resubdivision—General comments • 1 have included Table H out of the subdivision regulations—requirements for a minor subdivision must be met and the Subdivision Checklist must be submitted as a part of the application. • Maps must be relabeled as a resubdivision • Proposed lots should be lablelled as"lot 1 and lot 2"not parcel A, B Plot plan: • Easements table must be included • Side yard must be shown in addition to buffer along the easterly property boundary • Buffer adequacy? Buffer plans must be submitted in accordance with the buffer requirements for the easterly property boundary. • Street tree (within a street tree easement) must be shown along the applicant's frontage • Are these new iron pins and monuments or do they exist(no legend addresses them). Coordinates for street monuments must be shown in tabular form (checklist item 1.B.1) • Has any consideration been made for pedestrian access or sidewalks? 2. Site Plan • Street number for this building must be added to the site plan • Staff will be recommending the elimination of the westerly drive. Governor's Highway is a collector road. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.252 Fax 860-644-7280 e-mail michele.lipe@southwindsor.org 0 Page 1 + Lighting isometric plan must be submitted. • The zoning data table should break down requirements for phase 1 and phase 2 What type of landscaping treatment or screening is proposed for the transformer pad? • This site is currently a treed lot. Are any trees going to be saved?A new tree line should be shown on the plans. Engineering review comments should be forthcoming next week. •Page 2 Design&Improvement Standards H.REQUIRED SUBMISSION Subdivision DOCUMENTS Concept Pre- (*=If required by Town Engineer) Plan Appl. Minor Regular I. F PROJECT-PLOT INFORMATION MNL- A. General Information 1. A 1.&Owner name,address X X 2. Engr.&land surveyor name,address, X X license no. &seal ' 3. Key map at V=100' scale showing flocation of tract with reference to X X surrounding properties,streets,municipal X boundaries,etc.,within 500'. Key map (no ' must include layout of streets with names, surrounding layout of lots and lot nos.,open space property land,and names of surrounding property owners) owners. --r- 4. A schedule of required and provided zoning district requirements including lot X X area,lot frontage,lot depth,yard setbacks, X open space,variances granted,etc. 5. North arrow and scale. X X X 6. Appropriate certification block. X X 7. Date of original and all revisions. X X 8. Name of development. X X B. Plot plan at 1"=40' scale on standard 18" or 24"or 24"x 36"sheets with a%z"ruled margin containing the following data. X X X X Developments which require more than If -- two 24"x 36"sheets may submit the plot appropriate plan at 1"=100' scale. 1. Metes and bounds description showing dimensions,bearings,curve data,length of tangents,radii,arcs, chords,and central angles for all centerlines and rights-of- X X way,and centerline curves on streets. Monuments are required at corners and angles of all new streets and new street dines,at all points of curvature and tangency,and at critical corners and angles of all new Town open space. Coordinates for Monuments shall be in tabular form. 23 Town of South Windsor Subdivision Regulations H.REQUIRED SUBMISSION Concept Pre- Subdivision DOCUMENTS Plan APpl. *=If required by Town Engineer) Minor Regular 2. MDC or CGS datum shall be used on all subdivisions accessible to controls. The X X Town Engineer shall determine the accessibility of these controls. 3. Lot layout numbers,square footage of all lots,and all lot dimensions. Iron pins are X X X required at all property angle points. general 4. Yard setbacks dimensioned. X X X 5. Easements,noting grantors,grantees,and X X X purpose. 6. Proposed buildings and other structures. X X X X 7. Development phasing, if proposed. X X X 8. Names of abutting property owners. X X 9. Proposed street names. X X X 10. All open space reserved for common or X X ublic uses. 11. A-2 Certification&PE/LS seals. X X 1I. SETTING/ENVIRONMENTAL INFORMATION Topographic map at same scale as plot plan containing all data included on the lot Ian his the following: 1. All existing structures, streets,wetlands Exist'g and watercourses, or other structure, environmentally sensitive areas, including X X streets, X enough data beyond property boundaries general wetlands, to allow a reasonable evaluation of the floodplan property's ecological relationship to surrounding areas, 100 year flood lain. X 2. Existing and proposed contours to extend 100 ft. at least 200 ft. beyond subject property, as X X X follows(town mapping): up to 3%grade: P contour interval 3%grade&over: 2' contour interval 3. Boundary limits,nature, and extent of wooded areas, specimen trees, and other general X X X si *ficant physical features. 24 Design&Improvement Standards H.REQUIRED SUBMISSION Concept Pre- Subdivision DOCUMENTS Plan APpl. *=If required by Town Engineer) Minor Regular 4. Existing system of drainage of subject site and of any larger tract or basin of which it X X X is a part can use Town stormwater stud 5. Drainage area map. * X 6. Drainage calculations. * X 7. Pere test data,preliminary indication of septic system feasibility if individual * X sanitary sewerage systems provided. III. IMPROVEMENTS& CONSTRUCTION INFORMATION 1. Proposed utility infrastructure plans, X including sanitary sewer,water,storm preliminary * X water management. 2. Spot and finished elevations at all property corners,corners of all structures or X X dwellings, existing or proposed first floor elevations. 3. Contraction details(per std. specs.) * X 4. Road and paving cross-sections(per standard specs.) X 5. Proposed streets names. X 6. Lighting lan and details. 7. Landscape plan and details. X X 8. Dum sters if needed). 9. Site identification signs,traffic control signs, and directional signs. * X 10. Sight triangles at new road intersections. * X 11. Sight triangles at driveway entrance. X X X 12. Vehicular and pedestrian circulation patterns(less detail necessary for X * X - preapplication,concept plan, and gent plan of development stages. 13. Parking plan showing spaces, size and type, aisle width, curb cuts, drives, X driveways,and all ingress&egress areas general _ and dimensions. 25 Town of South Windsor Subdivision Regulations H.REQUIRED SUBMISSION Concept Pre- Subdivision DOCUMENTS Plan APpl. *=If required by Town Engineer) Minor Regular f 14. Plans and profiles(l"=40' horizontally X and 1"=4' vertically)showing the followin a. Layout of streets in sections coordinated b stations with the profile. X b. Street plan showing roadways,drainage, X and partiallot lines. I c Profile of roadway showing existing and finished grades,all tangent grades,and all X vertical curve information. I d. Profile will show all catch basins and all drainage li nes betw een nca tch basins with X I all invert and top of frame elevations. Drainage pipe material to be described. e.. Typical/critical cross-sections where grading is outside street right-of-way or is X at street right-of-way. f. Where any storm drainage line discharges into an existing brook, sufficient profile of X this brook will be shown to determine conditions. g- Profiles shall show all sanitary sewer lines ' and manholes,including pipe material, elevations, sizes,lengths,and slopes of X pipes. Top of foundation elevations for habitable buildings shall be shown. 15. Traffic report(by traffic engineer). 16. Open space site improvement plan. * X 1'7. Architectural elevations/information per- Sect. 4.20 of zoning regulations. 26 1 TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDMSIONS/RESUBDMSIONS APPLICANT PROJECT NAME 6=/7S This checidist must be signed by plan preparer(P.E/L.S)declaring that ALrequired information Is provided. Place a check mark for each item supplied. Subdivision Minor Regular I. PROJECT PLOT INFORMATION A. General Information 1. Appl.&owner name, address x x �2. Engineer&land surveyor name,address, license no. &seal .rG:�,-t x x 3 Key map at 1" = 100'scale showing location of tract With reference to surrounding properties, streets, municipal boundaries, etc., within 500'. Key map must include: x x a. Outline of buildings. b. Layout of streets and lots. c. Surroundingproperty boundaries-within p perry500 feet. d. Names of abuttingproperty P PertY owners. e. Proposed open spaces and recreation areas. ✓ f. Driveway cuts on abutting properties and any properties across from.proposed site 4 1 ai i� it i> 3 u s €s Y 2 Subdivision Minor Regular g• Distance to and name of nearest intersection street. Go✓P�ve aT /1 4 �� 4. A schedule of required and provi ed zoning district requirements including lot area, lot frontage, lot depth,yard setbacks, open space. variances granted, etc. x x Z5. North arrow and scale. x x �• Appropriate certification block. x x 7. Date of original drawing.and all revisions. x x Name of development x x 6. Plot plan at I"=40'scale an standard 18nx 24'or 24"x 36"sheets with a 1/2'ruled margin containing the foilowing data. Developments which require more than two 24"x 36"sheets may submit the plot plan at 1" = 100'scale. x x Metes and bounds description showing dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and central angles for all centerlines and rights-of-way, and centerilne curves on streets. Monuments are required at corners and angles of all new streets and new street lines, at all points of curvature and tangency, and at critical corners and angles of all new Town open space. Coordinates for monuments shall be in tabular form. x x --t.�2• CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle points. No lots shall be divided on 2 sheets. x x v 4. Yard setbacks dimensioned. x x ✓5. Easements, noting grantors, grantees and purpose. u ose. x x must be shown in table format, e.g. below Grantor Grantee Type of Date Fled Vol/Pg Easement 3 Subdivision / Minor Regular t/6. Development phasing, if proposed. x x Names of abutting property-owners. x x 8. Proposed street names (use approved list of names). x x (�9. All open space reserved for common or public uses. x x 10. Appropriate A-2 certification &LS seals. x x II Topographic map at same scale as plot plan containing all data i�on the plot plan plus the following: 1. All existing structures, streets, wetlands and existing watercourses, or other environmentally structs sensitive areas, Including enough data streets x { beyond property boundaries to allow a wetinds reasonable evaluation of the property's fldpin ecological relationship to surrounding / areas, 100 yr. floodplain. x 2. existing and proposed contours to extend a x sufficient amount beyond subject Property, to determine the effects on the property as follows(town mapping): 100' x up to 3% grade: 1'contour interval 3% grade&over; 2'contour interval 3. Boundary limits, nature and extent of wooded areas, specimen trees, and other significant physical features. x x 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part(can use Town stormwater x x study). Drainage area map. x 6. Drainage calculations * x { a �7. Perc test data, preliminary indication of septic a system feasibility if individual sanitary x sewerage systems provided. 4 i� ii i� ,i iD i '. q Subdivision Minor Regrrilar 8. Proposed utility. infrastructure plans, Including. sanitary sewer. water,storm water.management.. * x 9. Spot and finished elevations at all property comers, corners of all structures or dwellings, or proposed first floor elevations x x 10. Construction details(per standard specs.) * x 11. Road and paving cross-sections (per, standard specs). * x 12. Proposed street names. x x r/ 13. Landscape plan and details. x x �14. Site Identifications signs, traffic control signs, and directional signs. * x N�15— Sight triangles at new road intersections. * x " 16. Sight triangles at driveway entrance x x (where there may be a question).. 17. Vehicular and pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and general plan of development. * x III . Plans and profiles (1"=40'horizontally and 1" =4'vertically)showing the following: x a. Layout of streets in sections coordinated by stations with the profile. x b. Street plan showing roadways, drainage, and partial lot lines x 5 Subdivision Minor Regular c. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve information x d. Profile will show all catch basins and all drainage lines between catch basins with all Invert and top of frame elevations. Drainage pipe material to be described. x e. Typical/critical cross-sections where grading is outside street right-of-way or is at street right- of-way. x r v N f. Where any storm drainage line discharges into an existing brook,sufficient profile of this brook will'be shown to determine conditions. x .. � g. Profiles shall show all sanitary sewer lines and manholes, Including pipe material, elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. * x �15. Traffic report(by traffic engineer) _/ 16. Open space site improvement plan. * x 17. Architectural elevations/information per Sect. 4.20 of the zoning regulations * - if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. I k Pan Preparer(PE/ February 2002; updated 7/28/05 h STORM WATER DRAINAGE REPORT FOR GDS ESTIMATING GOVERNORS HIGHWAY SOUTH WINDSOR, CONNECTICUT Pp RECEIVED FEB 2013 sourtiW*MnMNGM". PDS ENGINEERING & CONSTRUCTION, INC, 107 OLD WINDSOR ROAD BLOOMFIELD, CT 06002 `ti�F°°CUUoECrt,, s FEBRUARY 20, 2013 � v 0 fps V y o The following is a storm water management analysis for the proposed site development of GDS ESTIMATING located at Governors Highway, South Windsor, Connecticut. The object of the storm water study is to show that the proposed onsite peak runoff will not exceed the existing peak runoff. The drainage design for this analysis was completed by utilizing a computer program and generally accepted design methods. The runoff from the site under existing and developed conditions was developed utilizing Haestad Methods PondPack Version 8 computer program. The flood routing and basin modeling was also completed utilizing Haestad Methods PondPack Version 8 Detention Pond Modeling computer program. The detention pond was designed to contain the 100 year storm event within the basin for the site,and to discharge at a rate that would create a peak runoff from the site that will be equal to or less than the existing peak rate of runoff for the entire site. Peak runoff for all storms up to the 100-year storm will be discharged through a 3 inch diameter and a 12 inch diameter orifices in the detention pond outlet structure at an elevations of 75.25 feet for the 3 inch and 75.92 feet for the 12 inch. Runoff in excess of the 100-year storm will be discharged the emergency overflow through a rectangular weir at the top of the outlet structure at an elevation of 77.90. The maximum 100 year discharge from the detention basin will be 2.61 CFS with a maximum elevation of 77.85 feet. Existing peak discharge for the site=2.77 CFS (for a 100 year storm) The proposed site development discharge =2.61 CFS (for a 100 year storm) from the Detention Pond . Net decrease of 0.18 CFS from the existing 100 year storm runoff. i STORM DRAINAGE SIZING CALCULATIONS Scenario: 25 YR STORM ROOF Q CB 1 -Poll \ MCA O "RCP STORMCEPTOR \ I CB 2$� $ �O• FE DETENTION FOND OUTLET STIR So \ EXIST CB �. Title:GDS ESTIMATING Project Engineer:David Allen c:\haestad\stmc\gds estimating.stm StormCAD v4.1.1 [4.2014] 02/21/13 07:04:12 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: 25 YR STORM DOT Report - - Label -Node Upstream pstrea pstream Calculate -Ground- HGL- -Slope- Section -Section-Length Average Upstream Inlet Inlet System CA Upstream Upstream Energy Discharge Shape (ft) Velocity Downstream Area CA (acres) Downstrearr3ownstrean',onstructecCapacity Size (ft/s) (acres) (acres) (ft) (ft) (ft/ft) (cfs) 98'12"PVC ROOF 0.30 0.27 0.27 80.75 78.34 0.018358 - 1.92 Circular 98.00 3.62 CB 2 78.60 76.62 0.018673 6.33 12 inch 204'15"RC CB 1 0.19 0.16 0.16 79.05 76.79 0.001504 1.17 Circular 204.00 2.04 CB 2 78.60 76.62 0.005000 4.57 15 inch 8'18"RCP CB 2 0.23 0.16 0.59 78.60 76.12 0.005000 3.99 Circular 8.00 4.28 STORMCEPTC 78.10 76.08 0.005000 7.43 18 inch 10'18"RCP STORMCEPT N/A N/A 0.59 78.10 76.08 0.005078 3.98 Circular 10.00 4.34 FE 75.25 76.01 0.005000 7.43 18 inch 35'15"RCP OUTLET STR 0.00 0.00 0.00 77.90 75.83 0.004955 2.61 Circular 35.00 3.93 EXIST CB 77.80 75.63 0.004857 4.50 15 inch Title:GDS ESTIMATING Project Engineer:David Allen c:khaestadlstmc\gds estimating.stm StormCAD v4.1.1 [4.2014] 02/20/13 10:26:05 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Pagel - - NAME: G D Scrn�zz. A LOCATION: f TYPE OF PROJECT: ,��r,� , ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST The following items must be submitted at the time of a site plan application for an industrial or commercial building, or high-density housing. i/ 1. Site plan of the property 2. Architectural elevations of the proposed building(s) k.� 3. Types, styles and colors of building materials, exterior facades and facing, and fenestrations (samples suggested) _V""74. Special architectural features (if applicable) V/ 5. Colors,materials, and location of lighting 6. Design of signs f 7. Mechanical hardware proposed on or around the building and roof, including trash compactor, and auxiliary storage areas _�8. Landscape plan indicating location, types, sizes, and quantities of proposed plant materials t,f 9. Lighting plans (including an isolux diagram) W , ,/ /1a,.,,� /s l ee l�1 All of the above-required information/materials have been provided. s' Z-12,0 Signature �:� Date Please be aware that missing information or incomplete information may result in a delay in action by the Committee on this application. June 5,2009 W/PlanningAdmin/Forms/CheckLists/Arch&DesignCheckList PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 2-22-13 TO: Matt Galligan, Fred Shaw,Michael Gantick, Rich Bond,Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann,Ron Asselin, John Caldwell,Dennis Sheridan FROM: Michele Lipe,AICP,Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-06P, GDS Estimating Resubdivision and Site Plan Location: Northerly side of Governor's Highway, easterly of Nutmeg Road North ® Site Plan ® Subdivision No. Acres 2 Zone I ® Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 11,000 sq ft industrial building Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Uses have not been determined; site plan for buildings and parking will be subject of future reviews Please comment by 3-8-13 and return to the Planning Department. RECEIVED FEB ? 5 013 PLANNING DEPARMENT s�rl+wnrostP►.rirGo� . IN-HOUSE REFERRAL FORM DATE: 2-22-13 TO: Matt Galligan,Fred Shaw,Michael Gantick,Rich Bond,Walter Summers,Jeff Doolittle Ray Favreau,Mark Owens,Chris Dougan, Sherry McGann,Ron Asselin, John Caldwell,Dennis Sheridan FROM: Michele Lipe,AICP,Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-06P,GDS Estimating Resubdivision and Site Plan Location: Northerly side of Governor's Highway,easterly of Nutmeg Road North Z Site Plan ®Subdivision No.Acres 2 Zone I ® Industrial ®Commercial ❑Residential No. Lots/Units Water: Public ❑Private Well Sewerage: ®Public ❑ Septic System Project Description: 11,000 sq ft industrial building Future Town-owned property involved? ❑Yes ®No ❑new street(s) ❑new detention area new open space/recreation area ❑ active ❑passive Planning Department notes: Uses have not been determined; site plan for buildings and parking will be subject of future reviews Please comment by 3-8-13 and return to the Planning Department. LADA, P .C . Land Development Consulting,Site Planning,Landscape Architects,Planners,Corridor Studies,Visual Assessment, Land Planners Environmental Impact Statements, Erosion Control Specialists, Streetscapes, Recreation, and Master Planning March 25, 2012 Christopher Eseppi, P.E. PDS Engineering and Construction, Inc. 107 Old Windsor Road Bloomfield, Ct. 06002 Re: Buffer Planting Plan GDS Estimating 470 Governor's Highway South Windsor, Ct. Dear Mr. Eseppi, At your request, my office LADA,P.C., Landscape Architects and Planners,has prepared a buffer planting plan for the eastern side of the property reference above. The property owned by your client is zoned I and abuts, along the eastern side, Rural Residential zoned land. Per the zoning regulations of the Town of South Windsor, a planted buffer is required between commercial and industrial zones and residential zones. Zoning regulation section 4.2.13 (buffers)refers to section 6.2.4. I believe the attached plans conform to section 6.2.4 in all regards. I have reviewed plans prepared in the past for the property, reviewed your present proposal to divide a lot fronting on Governors Highway and I have visited the site and have documented my visit with photographs. You propose to divide a lot from the property at a point about 445' from the eastern property line. Your plan shows a required buffer between the GDS property and the adjoining residential land to the east. The entirety of the site within 300'to 500', or more, of the eastern property line is thickly vegetated with deciduous plant material including a canopy of oak, maple and birch. The understory is a mix of rugosa rose, honeysuckle, witch hazel and saplings of the mature trees,_an occasional shadblow. Along the northern one third of the eastern property boundary there exists a partial evergreen screen which wraps around the northern side of the land. The screen is bisected by a ditch. Section 6.2.4 requires a 50'planted buffer area with screen trees required to be a minimum of T tall at planting and located in such a manner that activities on the commercial land will not be immediately apparent from the residential land within five years. The regulations indicate that areas, currently vegetated, can be supplemented to create the required buffer, point D of section 6.2.4. The plan I am presenting suggests retaining all existing vegetation over 6" in caliper. I would only suggest removal of smaller material if the small material would prohibit the installation of the new screen plants. I am attaching a plan which includes an air photo of the site and has photographs of the existing conditions inserted,plan titled Existing Conditions, 1of 2. This plan depicts the fact that the first 2/3rd of the required buffer, extending from the street, has little understory cover. The overstory is quite thick, however, limiting Offices in Simsbury, CT• Brewster, NY 104 West Street, Simsbury, CT 06070 (860)651-4971 • (845)278-7424• Fax(860)651-6153 E-mail: ladapc@snet.net light in the summer. The plan also depicts the existing evergreen screen which occupies the inner 1/3rd of the buffer. The proposed planting plan reacts to the existing conditions. I propose a staggered planting of evergreen trees, both White Pine and Red Spruce (native plants) along the first 2/3rd of the required buffer. These plants will be supplemented with forsythia and juniper. The shrubs should be planted toward the eastern edge of the buffer so that they will receive as much light as possible. In fact, all new screen material should be planted to gather as much sun light as possible. Areas of disturbance for access and planting should be minimized. All disturbed areas should be mulched with pine bark mulch. Due to the extensive overstory cover, grass seeding should not be undertaken since lawn seed will not last. The rear 1/3rd of the site is now partially screened. I am suggesting the installation of 17 additional pines to further enhance the existing buffer. These new plants should be located in the field and adjusted to reflect the exact location of the existing trees. The plants should be located on the berm adjacent to the ditch. The Planting Plan, sheet 2 of 2, reflects my recommendations. I believe the proposed plan meets the buffer requirements of the zoning regulations of the Town of South Windsor and is reflective of the existing conditions on the property. Sincerely, r CONN Philip Doyle N0. 407- •�� Landscape Architect, sc�pE pR� Offices in Simsbury, CT• Brewster, NY 104 West Street, Simsbury, CT 06070 (860)651-4971 • (845)278-7424• Fax(860)651-6153 E-mail: ladapc@snet.net Appl#13-06P, GdEstimating Resubdivision/Site Plan Public Hearing 3/26/13 Planning Dept Report 1. Request for approval of a resubdivision for a 1 lot xesubdivision and site plan of development for a 13,000 sq ft industrial building on property located on the northerly side of Governor's Highway, easterly of Nutmeg Road North (to be known as 470 Governor's Highway), I zone 2. The existing property is 38.6 acres,with over 2200 feet of frontage on Governor's Highway and 558 feet of frontage on Nutmeg Road North.This is the last major property on the north side of Governor's Highway and extends to the residential zone boundary on the east. 3. Minimum lot size required in this I zone is 30,000 sq ft. This new lot is proposed to be 2 acres. Minimum required frontage is 100 feet; 259 feet provided. 4. As a part of the subdivision approval, there is a required 50' buffer along the eastern property abutting the residential zone on Governor's Highway, and a buffer planting plan is included. Existing vegetation in the buffer area is sparse. The rear half of the buffer is constrained because it has a drainage swale in it. The proposed buffer is concentrated primarily toward the front of the site, where there are existing residences adjacent to the buffer. The majority of the buffer will consist of two types of evergreens, red spruce and white pines, and will include some interplanting of junipers and forsythia. The rear portion of the buffer will be interplanted with white pines. It is possible that the buffers will need to be supplemented when additional site plans are presented. 5. Sidewalks are not shown in conjunction with this development. Currently, there are no sidewalks in the immediate area. Subdivision regulations section 4.13.6, Circulation System Design, includes a provision that the Commission may require sidewalks on existing street frontage, depending on pedestrian circulation patterns and existing site conditions. The PZC should decide if sidewalks should be installed along the applicant's Governors Highway frontage,,a may consider only requiring sidewalks in front of this developed lot at this time. 6. A street tree easement, are shown in the front of the new lot along the property's existing Governor's Highway frontage, and Nutmeg Road North frontage. However, they are only proposing to plant street trees in front of the C a . C 1 new lot. Is it the applicant's intent to request a waiver for planting any additional trees? 7 - 'qi u,, 7. The proposed site plan is a proposal for 13,000 square feet and is shown in two phases. There will be a single access off of Governor's Highway for the site. The zoning data block breaks down the requirements for both phases. At full build, the maximum impervious coverage allowed is 65%, 48%proposed. Proposed building height is 20 feet; 40 feet allowed. Front yard setback is about 49 feet, 35 feet required. The parking requirement for this building is 31 spaces, 31 have been provided. 8. There are overhead doors included along the eastern side of the building. The closest residential property is approximately 400 feet away. There is no outdoor storage proposed on the site plan. 9 New site lighting will consist of full cutoff light poles in the parking area, 25 foot in height, as well as building mounted lighting. There is no signage proposed at this time 10. Architectural and Design Review Committee reviewed this site on March 21 They were satisfied with the proposal as presented. 11. There are regulated wetlands just north of the new lot being created. The applicant received IWA/CC approval with modifications on March 20, with a $5,000 bond for erosion & sediment control and a $10,000 bond for the installation of the stormwater system. 12. The site is served by public water and,.s r. Water Pollution Control Authority approval is required for seer onnection. 13 The Fire Marshal has reviewed the plan and has no comments. 14. If this application is approved, the planning department request the following modifications to the resubdivision plan: A 5 year cross-section and maturity cross-section of the buffer area must be provided._ 2 MEMORANDUM To: Michele Lipe,Town Planner From: Bobb Grillo, Project Engineer Jeff Doolittle,Town Engineer Date: 3/19/13 RE: Application 13-06P-GDS Estimating, Governor's Highway Engineering eerin has re viewed w e ed the site - Ian received 9 e ved on 2/21 9 /13 for p o the. above site and has the following comments: 1. The soil scientist who delineated the wetlands needs to be identified. 2. The Public Improvement Specifications allow only one driveway on a collector road such as Governors, Highway. Remove one of the driveways shown. 3. The sanitary sewer connection shows a new building sewer invert in the existing manhole over ten feet above the sewer main invert. The building lateral invert should be close to the sewer main elevation or with an outside drop manhole inlet, as approved by the WPCA. 4. The proposed building sewer lateral may need to come into the existing SMH at more of an angle to the existing sewer main. 5. Provide an easement to the Town of South Windsor from the road to and around the sewer manhole on site near the road to allow access for monitoring and inspection purposes. 6. The sewer pipe between the existing manhole and the new manhole should be described, including pipe type, size, length and slope. 7. If the sewer pipe to the existing manhole is installed after the lot pins are in place, the southwest comer pin will need to be reset by a surveyor. 8. The proposed sewer pipe from the building to the new manhole should have a 2% slope rather than the 1%slope shown. 9. The floor plan shows shop areas with garage doors, presumably for vehicles. Any floor drains should be connected to the sanitary sewer with an oil/water separator or as otherwise, as approved by the WPCA. 10.Additional proposed spot elevations should be show at the corners of the curb line for the island at the southwest comer of the building for positive drainage to CB-1. 11.No curb is labeled for the sidewalk in front of the building. Curbing should be shown or curb wheel stops should be show in the parking spaces. 12. Include a sidewalk along Governor's Highway per the Town standards. 13.Show spot elevations on the eastern edge of the driveway to the east of the building. 14.Show spot elevations for the bottom and along the top eastern ,side of the drainage swale. The top of the outlet structure should be at least 1 foot below the top of this swale all around. 15. Include an emergency overflow spillway from the swale to a nearby natural drainage channel or wetlands in the event the outlet structure clogs. A drainage easement is needed if this emergency drainage path is toward abutting private property to the east. 16.Provide specific details for the construction of the proposed outlet structure. 17.The Erosion and Sedimentation Control Plan should state that the Drainage Swale should be built and stabilized prior to other site work. Please contact me if you have any questions. MEMORANDUM To: Michele Lipe,Town Planner From: Bobb Grillo, Project Engineer Jeff Doolittle,Town Engineer )10 Date: 3/26/13 RE: Application 13-06P-GDS Estimating, Govemor's Highway Engineering neerin has reviewed g g the revised site_.plan received on 3/22/13 for the above site and has the following comments: 1. The plans need to be signed and stamped by a CT L.S. and a CT P.E. in accordance with the regulations. 2. The sanitary sewer lateral from the new building will be difficult to construct into the existing manhole as shown. The proposed monitoring manhole can be moved over the existing sewer main and the building lateral can be run into this new manhole with an outside drop. This will shorten the pipe needed, a new connection will not be needed into the existing °manhole and no easement is needed for the new manhole because it will be in the Town's ROW. 3. The sanitary sewer connection must be reviewed and approved by the WPCA. 4. Include a sidewalk along Govemor's Highway per the Town standards. 5. Show dimensions for the width of the proposed driveway. 6. Include a painted stop bar and stop sign and the end of the driveway in the lane existing onto Governors Highway. 7. What is the elevation of the proposed emergency overflow spillway from the swale to the nearby wetlands to the east? °Include a detail for this emergency overflow spillway. 8. Provide specific details for the construction of the proposed outlet structure. 9. Use the Town's standard details for the proposed sidewalks. These have expansion joints every 15 feet and are constructed with Class F (4000 psi) concrete. Please contact me if you have any questions. i 10*N Se4` MAR 2 5 2013 7-0-aw O-P Soai 'L SOUTH WWWR PLAWNG DEFT. . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�Osox•co TELEPHONE (860) 644-2511 Certified#7011 1570 0000 63361953 March 25, 2013 Chris Eseppi, PE PDS Engineering &Construction Inc. 107 Old Windsor Road Bloomfield, CT 06002 RE: Appl. #13-06P GDS Estimating Dear Mr. Eseppi: At the March 20, 2013 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl.# 13-06P— GDS Estimating — 444 Nutmeg Rd North— Inland Wetland/Conservation Commission application for the approval of an industrial subdivision and site plan for an industrial building, parking, stormwater structures and associated improvements located northerly of Governors Highway and easterly of Talbot Lane. Industrial (1)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 application 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 March 20, 2018. 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. Bonds shall be collected in the amount of $5,000 to ensure proper placement and maintenance of erosion and sediment controls and $10,000 for the installation of stormwater system. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. Recontouring the swale for additional residence time and installation of an overflow must be done to the satisfaction of the Town Engineering. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSIONR Elizabeth Warren, Chairpe\rrslo`n EW/dt cc: Town Planner / Chief Building Official . .SOWN sfq o r Town O-P sbatA ?di�� �i y � 1540 SULLIVAN AVENUE •SOUTH WINDSOR, CT 06074 SOR-C° TELEPHONE (860) 644-2511 CERTIFIED MAIL#70111570 0000 6337 3642 April 1, 2013 Mr. Chris Eseppi, PE PDS Engineering and Construction,Inc. - 107 Old Windsor Road Bloomfield,CT 06002 Dear Mr. Eseppi: Re: Appl.13-06P, GDS Estimating,Minor Re-subdivision We are pleased to advise you that the Planning & Zoning Commission voted on March 26, 2013 to approve with modifications application#13-06P, Resubdivision of 38.6 acres to create`I new building lot,to be known as 470 Governor's Highway, on property located on the northerly side of Governor's .Highway, easterly of. Nutmeg Road North,I zone, as shown on plans prepared by PDS Engineering dated March 26,2013 as revised._ This approval is subject to the following modifications: 1. This approval is for 2 lots. 2. Drainage and construction for this subdivision is subject to the approval ofthe Town Engineer. 3. All lots shall be serviced bythe Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. 5. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 6. If, for any reason, finished grading and other individual lot site work is not completed,the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 7. A drainage assessment fee in the amount of$50.00 shall be submitted to this Commission. 8. No building permits will be issued until all modifications have been complied with,and the final plans have been filed in the Town Clerk's office. 9. Trees within the street trees easement and any other trees on land that is currently or will in the future become Town-owned land are to be planted in accordance with the enclosed Tree Planting Specifications. The street easement is only required on the proposed building lot. Consideration for extending the easement will be made as additional lots are developed. 10. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 11. All easements for conservation purposes, drainage or utilities, that maybe required in connection with the approval of this subdivision,must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space,public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 12.Quantity estimates must be submitted to the Town Engineer(on the enclosed form)for the purpose:of.. determining subdivision bonding.-All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before.the expiration date,the Commission may, at its option, call the Letter it is holding. 13. The Town Engineer's review comments dated 3/26/13 must be incorporated into the final plans. 14. A 5 year cross-section and maturity cross-section of the buffer area,in accordance with Section 8.6.2.B.16, must be provided. Black and white transparent mylars of.Sheet # C-1 with the above modifications, together with three blueprint copies of the entire set of plans with live signatures and raised seals (including landscaping plans)must be submitted to this Commission. The letters of approval of this Commission as well as as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylar has 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. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission PK/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 10,qN Sf4 _ oTown apsla� ?d&U&Ot 1540 SULLIVAN AVENUE •SOUTH WINDSOR, CT 06074 soR.C� TELEPHONE (860) 644-2511 CERTIFIED MAIL#7011 1570 0000 6337 3642 April 1, 2013 Mr. Chris Eseppi,PE PDS Engineering and Construction, Inc. - 107 Old Windsor Road Bloomfield, CT 06002 , Dear Mr.-Eseppi: Re: Appl.13-06P,GDS Estimating, Site Plan of Development We are pleased to advise you that the Planning& Zoning Commission voted on March 26, 2013 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for a 13,000 sq fft industrial building on,property located.on the northerly side of Governor's Highway, easterly of Nutmeg Road North(to be known as 470 Governor's Highway), I zone,as'shown on plans prepared by PDS Engineering dated March 26, 2013 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$5,000 for erosion and sedimentation measures and$10,000 for the installation of the stormwater structures. 4. A landscape bond in the amount of$5000 is required and must be submitted prior to the issuance of the certificate of occupancy. 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 8.1.11 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. I All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS`§14-311). 13.:Engineering comments dated 3/26/13 must be incorporated into the final plans. Black and white transparent mylars of Sheet.# C-100 with the above modifications, together with three blueprint copies of the;entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) 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 mylar has 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. Sincerely Patrick,Kennedy, Chairman Planning,and Zoning Commission PK/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal t 4 - S S i it is I �q G 5� b � Q i�': 01 '` , 3 p055� 69p056 zIr 3 -- -- - 36gd� 9Qp359 �066 b 36 3b9 I / - Q RD�� 5OD&b 5`� 5 5 � bq� ------------------ - IOHWAY 5 �5 669 569 �60 569�R 669�25 / J " 4 a t t. 65,p�555 `, it b5N i 651°° Q ,ppA� pub tt b5 36g0�- at. 36 p p055p b9pp,5 , q Z / 3b9 gpp�Op cj 3 3b - - ---------. -------- -- - -- -- -- ------ -----�� - - GOVERNORS HIGHWAY ---- ---- ------ ---- ------- ------- - -------- - - - - - - 3p1 p5 15 36q� gpp35q pp331 op�0� p�3� � p0�55 $$gpOp 3b9�p� b$ b 3b9 _ ; 69 36g0 bq 3 Z pRpO g 5800 a .1 m �25 I p Op3�` t`. Z `, 10433 $gppp3p 38q / v 65,pRCA1 P 3 � `I 1 65,�5Z6 i 1 651CP5,q t 65, 36gp�p,b K b9�5 36gW 30 Y_ — ----- - GOVERNORS HIGHWAY - i 3b9QP q 5 gppA15 � bq 369� bgCA 36 69 a 5 88 / �041 N Sf4 O-PS-0� ?d w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Sox-co�'`� TELEPHONE (860) 644-2511 May 20, 2012 Chris Eseppi, PE PDS Engineering& Construction, Inc. 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Eseppi, Re: Appl 13-06P, GDS Estimating This is to advise you that the Planning and Zoning Commission voted on May 14, 2013 to set the Subdivision Bond at $20,950 for subdivision improvements associated with the above mentioned application. Sincerely, Patrick Kennedy, Chairman Planning&Zoning Commission PK/llz cc: Town Engineer Chief Building Official ' I I PROJECT: GDS Estimating TOWN OF SOUTH WINDSOR j STREET: 470 Govenors Highway BOND ESTIMATE FORM j P&Z ID: 13-06P 2013 CALENDAR YEAR ' I i ENGINEER: Chris Eseppi DATE: WORK REMAINING BOND BOND j UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 j 1 CLEARING &GRUBBING LS STRIP&STOCKPILE 2'ITOPSOIL CY l 5.00 EARTH EXCAVATION !(EXCLUDING ROADWAY 3 &TRENCH icy � 14.00' I 1 ROADWAY 41 EXCAVATION CY 14.001 EARTH TRENCH EXC. 51(0-4ft) CY 10.00I EARTH TRENCH EXC. 6 j(0-1 Oft) CY i 14.001 EARCH TRENCH EXC. 7 (0 - 15ft) CY 25.00 EARTH TRENCH EXC. 8!(0-20ft) icy ! 45.00 f I 9 ROADWAY EXC. (ROCK) CY 65.00 ROCK TRENCH EXC. 10 (0-4ft) CY 100.00', !ROCK TRENCH EXC. 11 �(0- 1 Oft) icy 125.00 ROCK TRENCH EXC. 12 (0 - 15ft) CY 140.00' ROCK TRENCH EXC_ 13 (0-20ft) CY 150.00 FORMATION OF 14 SUBGRADE SY 2.00 15 SUBBASE GRAVEL CY 25.00 'PROCESSED 16 AGGREGATE TONS 27.001 17 COMMON BORROW CY 21.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Pagel WORK REMAINING j BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY 1 PRICE COST 1 2 181GRAVEL BORROW CY 22.00 BIT. 19 CONCRETE (CLASS 1) I TONS 78.00 BIT. 20 CONCRETE (CLASS II) TONS 75.00 6"ASPHALT LIP j 21 !CURBING i LF 1 4.00' ROAD WIDENING 22 j COMPLETE SY 60.00 1 CONC. SIDEWALK 4' 1 231 WIDE 'LF 1 1 45.001 STORM DRAINAGE SYSTEM COMPONENTS '160" RCP CLASS IV IN 24 PLACE !LF 120.00 j '54" RCP CLASS IV IN 1 25 PLACE !LF ! 100.001 148"RCP CLASS IV IN j I1 1 26 PLACE !LF 100.00 42"RCP CLASS IV IN 27 PLACE LF 85.00 36" RCP CLASS IV IN I j 281 PLACE LF ( 76.00 30" RCP CLASS IV IN ! i 29!PLACE 'LF 62.001 1 24" RCP CLASS IV IN 301 PLACE LF I 58.00 ii 18" RCP CLASS IV IN 1 31 PLACE !LF 48.00' 15"RCP CLASS IV IN j 321 PLACE 45.001 POLYETHYLENE PIPE 33 8"ADS-N-12 OR EQUAL 25.00' 34:10"ADS-N-12 OR EQUAL' 30.00 35 12"ADS-N-12 OR EQUAL 35.00' 36 15"ADS-N-12 OR EQUAL 40.00 37 18"ADS-N-12 OR EQUAL 45.00' 38; TOTAL 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2 WORK REMAINING BOND I BOND I UNIT I REDUCTION NO.i REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 UNDERDRAINS 40 6" PVC SDS 35 IN PLACE LF 30.00I j 41;8" PVC SDR 35 IN PLACE LF 32.00 RIPRAP 42''MODIFIED RIPRAP jCY 77.00': 43'INTERMEDIATE RIPRAP CT I 79.00 ! 44 STANDARD RIPRAP ICY 97.00 DRAINAGE STRUCTURES 451TYPE "C"CATCH BASIN EA 3,000.00 I jTYPE "C" DOUBLE 461 GRATE 'EA 4,000.00 TYPE "C-L"CATCH 471 BASIN !EA 3,000.00 48 MANHOLE EA 3,000.00 MANHOLE W/DROP 49 INLET EA 5,000.00 'MANHOLE OVER TEN 501 FEET I EA 4,800.00 51 HEADWALL EA j 52 ENDWALL EA 53;BOX CULVERT LF 54:15 FLARED END EA 670.00 55 18" FLARED END EA 750.00 56',24" FLARED END EA 900.00 57 36" FLARED END EA 1,200.00 DETENTION OUTLET 58 STRUCTURE EA 4,500.00' 10"WIDE GRAVE 59 ACCESSROAD LF 15.00 60 RESET M.H. OR C.B. EA 900.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3 WORK REMAINING j ! BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM 1 DESCRIPTION UNIT QUANTITY j PRICE COST 1 2 i 61', 62 I 63' SANITARY SEWER COMPONENTS 12" PVC IN PLACE SDR j 64 35 j LF 110.00 3 10" PVC IN PLACE SDR 65135 LF 90.00', 6618"PVC IN PLACE SDR 35 LF I 82.00' 67 6"PVC IN PLACE SDR 35 LF 44.00 SANITARY SEWER STRUCTURES 68ISanitary Manhole EA 1 3,850.00; SANITARY MANHOLE 691W/DROP INLET EA 5,600.00' 1SANITARY MANHOLE i 701OVER 10 FT. I 4,500.00 71 72 1 STRUCTURES&MISC ITEMS MODULAR BLOCK 73'RETAINING WALL 'SF 55.00' 1 74 4' FENCE (TYPE: ) I LF 12.00;' GUIDE RAIL 75 (TYPE: ) LF 60.00 TOTAL' 0.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4 x WORK REMAINING j BOND I BOND UNIT I REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE j COST 1 2 STRUCTURES &MISC ITEMS (CONT-D) END ANCHORAGE (TYPE: j 76) !EA 1,000.00 77GUIDE POST IEA 140.001 78 PAVEMENT MARKING 'LF 2.00 I I 79!STREET SIGNS IEA 130.00' I 801TRAFFIC SIGNS EA 130.001 j 81 STREET LIGHTS EA 1,000.00 FURNISHING/PLACING 82'TOPSOIL i SY 7.0011 !FERTILIZING, SEEDING 831AND MULCHING ISY I 7.00f 84 TREES EA 56 2fl0.00 11,20000 MAINTENANCE/PROTEC 85 TION OF TRAFFIC ,�LS 1 CONSTRUCTION 86 STAKING LS 87!AS-BUILTS iUi j I 88 IRON PINS EA 10 150.00 1,500 00 CONCRETE 89:MONUMENTS IEA 350.001 i 90 DRIVEWAY-BIT. CONC. j SY ;� 40.00 j 91 SHRUBS EA 55 150.00 8,250 00 TOTAL' 20,950.00! 0.00 I 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 5 Y WORK REMAINING BOND BOND UNIT ! REDUCTION NO.1 REDUCTION NO. ITEM DESCRIPTION UNIT I QUANTITY PRICE 1 COST 1 1 2 Original Estimate ! Bond Reduction#1 Bond Reduction #2 TOTAL PAGE 2 . 0 00 0.00 0.00 I TOTAL PAGE 4 ! 0.00 0.00 1 0.00 I TOTAL PAGE 5 0.00 j 0.00 0.00 I SUBTOTAL 0.00 1 0.00 0.00 I I 1 25% Contingencies x Subtotal 0.00 j 0.00 0.00 I TOTAL 0.00 1 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 6 BOND TRANSMITTAL DATE: 6/5/13 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS 7 FOX HILL ROAD South Windsor, CT 06074 PROJECT LOCATION/ADDRESS GDS ESTIMATING / 470 GOVERNORS HIGHWAY SUBDIVISION N/A P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-06P AMOUNT OF BOND $ 5,0000 E&S Bond CHECK NUMBER 377753 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/5/13 NAME DATE RECEIVED BY FINANCEL 617113 NAME DATE SUB ACCOUNT NUMBER S� MUNIS APPLICATION 201300172 WAPlanning Admin\PZC\Bonds\2013 Bonds\13-06P GDS E&S Bond Transmittal.doc BOND TRANSMITTAL DATE: 6/5/13 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS 7 FOX HILL ROAD South Windsor, CT 06074 PROJECT LOCATION/ADDRESS GDS ESTIMATING / 470 GOVERNORS HIGHWAY SUBDIVISION N/A P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-06P AMOUNT OF BOND $ 10,0000 Stormwater Bond CHECK NUMBER 377754 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/5/13 NAME DATE RECEIVED BY FINANCE 617113 NAME DATE SUB ACCOUNT NUMBER `j 0 0 / q Q MUNIS APPLICATION 201300172 WAPlanning Admin\PZC\Bonds\2013 Bonds\13-06P GDS Stotmwater Bond Transmittal.doc 10 NN Sf4 C 7-0� 01, O � J y � wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 a f�OSOR-CO TELEPHONE (860) 644-2511 April 18, 2013 Mr. Chris Eseppi PDS Engineering&Constriction, Inc. 107 Old Windsor Road Bloomfield, CT 06002 RE: WPCA Approval GDS Estimating,470 Governor's Highway Dear Mr. Eseppi: The South Windsor Water Pollution Control Authority, at its special meeting on April 16, 2013, approved the application as presented for connection to the Town's sewerage system for a proposed commercial office building located at 470 Governor's Highway, as more specifically shown on plans entitled "GDS Estimating, Property Resubdivision & Site Plan Approval Application, 470 Governors Highway, South Windsor, Connecticut 06074"; Prepared by PDS Engineering & Construction, Inc., Bloomfield, CT; Sheet C-100 "Site Grading & Utility Plan", Dated: 2-20-13 and revised on 3-20-13 and 3-26-13. This approval is subject to the following conditions: This approval is subject to the following conditions: 1) A.connection charge will be due in the amount of$7,384.00 for 2 acres (Phase 1) at the time of connection, the rates for which will be in effect until July 1, 2013. 2) Final technical approval of the Town of South Windsor Engineering Department; and 3) Final Authority approval and acceptance of the sanitary sewerage connection will be conditional upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Richard Aries, Chairman Water Pollution Control Authority RA:ead cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Michele Lipe, Director of Planning Chris Dougan, Chief Building Inspector 10 VI N St O J c 5 t. w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 oR-CO TELEPHONE (860) 644-2511 June 12, 2013 Mr. Chris Eseppi PDS Engineering and Construction, Inc. 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Eseppi Re: Preconstruction Meeting for Appl. 13-06P, GDS Estimating, 470 Governor's Highway IN ATTENDANCE Name Company E-MAIL Phone number Jeffrey Fol er SW Planning effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering of Le .doolittle southwindsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.summers southwindsor.or 644-2511 x217 Bernard Drabek SW Engineering Bemard.drabek southwindqnr nrcr 644-2511 x241 —Christopher Dou an SW Building christo her.dou an southwindsor.or 644-2511 x232 Paul Borawski PDS Engineering aulb dsec.com 860-242-8586 Chris Eseppi PDS Engineering chrise@pdsec.com 860-242-8586 Ken Jeski CSSI Owner GDS ken' cssi.necoxmail.com 860-282-7122 Al Sadon Sadow Excavation sadowac@sadowexcavation.com 860-429-2769 Serafino Calafiore PDS En in ering serafinoc@pdsec.com 860-202-3461 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 area and maintained/cleaned out duringconstruction• 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. 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 Governor's Highway. 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 on site 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 formationibase 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 to .Governor's Highway. 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 Alfred Sadow in the field at phone 860-428-2022. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 13. 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. 14. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 15. A street cut permit is needed for the driveway and any utility cuts for a$25 fee. 16. A drain layers permit is needed for installation of the sanitary sewer for a$60 fee plus connection charge. _____1.7 No.paving_after October_15 or before April-15 without written-approval from-Director of Public Works. 18. 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. 19. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 20. 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. 21. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required; mylar has already gone on file. 3. All easements must be submitted for review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. 5. Buffer area must be planted(and bonded by owner). 5NET/NU 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 £ 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 £ 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. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Deaartment 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, f' S -_. __J ffrey-Doolittle- -_ Town Engineer JD/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers,Fire Marshal CL&P SBC/SNET PRE CONSTRUCTION MEETING SIGN IN SHEET (� E;h (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE !J e-IS LJ LY'-1-2.s1► ar7.Z� Wa %a✓ .e•-s %o S ry 6 --25!( evi- Z 1? Grks A '- 3�ZAws4cL T'i�5 S 107 Ckrks i�: /� '� r� ��o z �Z � l 2 Z ,406- 51417Dtt7 GJG'►�D SY�a � (}G� pF CLKJ4 ►�1 N v"" 'LiZ6 zozz— f l-0 I 4-SL—D Lj avOTGZ 9..3. [DATE] [ADDRESS] Dear [ ]: Re: Preconstruction Meeting for Appl. iY O k P, CrS L'S IN ATTENDANCE: ( �v cw"W- >,s �A 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. 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 [ ,, ']Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the dete 'on 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,i* [. ] with inspections and testing per Developers Checklist for the following: y`:y 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. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (of necessary) of the infrastructure, prior to final pavement. The contractor should be aware that the inspection of the infrastructure improvements may result P p Y in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 7. No subgrade formation/base in fro efi ground/snow. Same for pipe/structure installation. 8. Progress As Built Plans ;.� be submitted to the Town Engineer for approval prior to paving and after subgrade form tion. Show elevations and location of all storm drainage and sanitary sewer. 9.. An as built plan will be required for the improvements to [Road]. A separate as built plan will be required. 10. 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. 11. 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. 12. Any problems and/or questions regarding construction of thiss bj t will be directed to ( ) in the field at phone [ ]. A4 -sp�' 060 LI W_ 20-1- All filling to be done in accordance with Departnt of Transportation specifications. To be compacted in maximum lifts and tested as necessa 14. Job meetings will be held as needed, and can be called by the developer or Town. 15. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 16. 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. i 7.Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. .''SOT permit needed for all work within state road. Copy must be given to the Engineering Department. t �/�. ��(g•r� � i j !'�-Q.t'G� tom' {�T Y�-� �f°} Wlw�l a,�� o�-e,, Gi a�•1��. 11rn i 19.No paving after October 15 or 969 Aprjll5 without written approval from Director of Public Works. 'l J 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. 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. For concrete sidewalks, 8" depth with reinforcements is required at driveway crossing. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvements specifications. 25. 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. 26. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit; most particularly on lots with extensive grading. Planning Department f 1. Landscaping is to be installed in accordance`'with the approved landscaping plan. If there are changes required, contact the Planning Dept` Additional landscaping installed on one part of a site will not preclude planting all of the remaip;ing items shown on the landscaping plan. 2. All bonds required; mylar to-gel e-oR-" „ 3. All easements must be submitted f r review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. 5, b ufttv- aieU ww5-E 6 p a,�4 0WVW_e SNET/NU ?. Contact utilities for coordination of utilities connection. 1 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 ** PLANT 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. Stacking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services L. 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. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. S. 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 yours, Michele R. Lipe,AICP Town Planner MRL/ cc: Jeffrey Doolittle,Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal CL&P SBC/SNET Planning\PlanningAdmin\Templates\PreconstructionMeetingPrivateSitePacket Page 1 of 1 Zarambo, Lauren L. From: Paul Borawski [PaulB@pdsec.com] Sent: Friday, June 14, 2013 10:13 AM To: Zarambo, Lauren L. Cc: Serafino Calafiore Subject: RE: GDS Pre Construction Meeting Attachments: PreConstruction Meeting GDS.PDF Lauren FYI. For future reference. Serafino's email address is Serf@pdsec.com. I CC'd him in this email. From: Zarambo, Lauren L. [ma ilto:Lau ren.Za rambo@southwindsor.org] Sent: Friday, June 14, 2013 10:09 AM To: Doolittle, Jeffrey; Drabek, Bernard; Gantick, Michael; Dougan, Christopher; Shaw, Fred; Summers, Walter; Lipe, Michele Cc: Paul Borawski; Christopher Eseppi; 'kenj@cssi.necoxmail.com'; 'sadowac@sadowexcavation.com'; 'serfinoc@pdsec.com' Subject: GDS Pre Construction Meeting Please find attached pre construction meeting letter for Appl.13-06, GDS Estimating, 470 Governor's Highway. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor,CT o6074 86o.644.25n ext 253 6/14/2013 �+:vrv+••+r-.•:.z••. •a.•evsx^..r...rvw.,nhrc�•••n�-.•• .. .,.t;r..;l _ x "j/ �I n---, pµ N SC '+ ' T'o O-P s-O�A tau& y a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•Cat1 TELEPHONE (860) 644-2511 June 12, 2013 Mr. Chris Eseppi PDS Engineering and Construction, Inc. 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Eseppi Re: Preconstruction Meeting for Appl. 13-06P,GDS Estimating, 470 Governor's Highway IN ATTENDANCE Name Company E-MAIL Phone number Jeffrey Fol er SW Planning effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering effre .doolittle southwindsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.summers@southwindsor.org 644-2511 x217 Bernard Drabek SW Engineering Bemard.drabek@southwindsor.org 644-2511 x241 Christopher Dou an SW Building christo her.dou an southwindsor.or 644-2511 x232 Paul Borawski PDS Engineering aulb dsec.com 860-242-8586 Chris Eseppi PDS Engineering chrise@pdsec.com 860-242-8586 Ken Jeski CSSI Owner GDS kenj@cssi.necoxmail.com 860-282-7122 Al Sadon Sadow Excavation sadowac@sadowexcavation.com 860-429-2769 Serafino Calafiore PDS Engineering serf@pdsec.com 860-202-3461 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. 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 Governor's Highway. 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. TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON '5e-«f%na �4 � t- Phone No. Address �07 c\c� -.�,����p� �l�ofiCl � C i Site Name ADS P&Z No. Owner ?,,, Phone No. '96D-V9-7Z5S Contractor Signature of Owner Date: Q Z-1 Zo 3 Signature of Design ng . _ Date: -Z. CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for Change: (Why is change required) Rear L)P-j CeL4y- r nGa dbe- la ►� c de p Ik d� s rvc �v!� a APPROVALS: (As Required) Dir.. Of Planning Date: J2-el j Town Engineer Date: G lze/)•3 Dir. of Public Wo s Date: Other: r lea#"b,-, Date: 7/i/13 STAFF COMMENTS: E n S h4,1/i .4 A)4JU (� 1 wL� �jvG F J�l .3�c�L J.-o p A/Y!// !�, i -ti b r:c�C 1� � �-�--c. /�v�_ �'v S X,.,yi` S�„� ���, r 51 �vr ►,-�sr�e �p c ,2 ,2 Sc- S?CA . . !� 13 rwyr t� �rz„G1 �� 'dam -► ��.yt--• �As� �1--L 1i11 ✓ 5 1 C"� {r' 'i/J Gdi �-Z-G 7K/�-�'f V l' ` !�r/VJ/✓^`G 9 N 1 �� White - Town En ineer Yellow - Applicant Pink - Director of Planning STAFF..5�'Y'R C1YAI�i77 E Oft.SITE.& SUBDI95. 3I. GErt3�RI}L s CHANGE ORDER CONTT.-PERSt3 Serf-Calafiore 3?hone Nc. -8fi0-2Q2-3d61 14cidress 470,Gvver1ors Highwaiy `Site' N&Ae GaS Pax Now 86tt-544-ZS'1't ext. 253 Owner Kin,IeAl one,No. 86Q-28 -72 122 . ­C.ontractor Ott &Construction, Inc 5a gnature of .t3wner: Date i 1 Q-15-2013 Signature of Design Eng , Date: 18-1.54013 CAANGEs (Desciibe location an natur '.�' f change. Include Four (4} cop#�es o plan/profile .af channge. The oan►ner would like to add two storage containers as temporary storage to his site Where the future addition will be. Reason for Change (Why is; change retired} APPROVALS: - (As Re i red Dir.. of Planning � , Date:_ a Town Engineer ® ` Ir Dates Di.r. of Public Works Dates other: Dates STAFF COMMENTS: White - Town Engineer Yellow Applicant Pink - .Director of Planning Goldenrod - Engineering Department iI I ' I CT LIC#103122 6SANDRADRIVE SOUTH WIMOSOR,CT 06074 (860)28 512 December 17,2013 Michele R. Lipe,AICP Planning&Zoning Dept. Townflall 1540 Sullivan Avenue South Windsor,CT 06074 Re: Ryconn Properties-GDS 470 Governors Highway The site lighting poles and fixtures at the referenced property are installed per the Town approved plan. Sincerely, A44�-M&44 " Bernie Morissette General Manager 96"Wlili" & i • J044 CT LIC# 103122 6 SANDRA DRIVE SOUTH WINDSOR,CT 06074 (860)289-8512 December 17,2013 Michele R.Lipe,AICP Planning&Zoning Dept. Town Hall 1540 Sullivan Avenue South Windsor,CT 06074 Re: Ryconn Properties-GDS 470 Governors Highway The site lighting poles and fixtures at the referenced property are installed per the Town approved plan. Sincerely, � Bernie Morissette General Manager BOND TRANSMITTAL DATE: 12/16/13 APPLICANT NAME RYCONN Properties ADDRESS 7 Fox Hill South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT GDS Estimating / 470 Govenors Hwy SUBDIVISION N/A P&Z OR IWA/CC APPLICATION NUMBER Appl . 13-06P AMOUNT OF BOND $ 5,0000 (Landscaping) CHECK NUMBER 1007 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 12/16/13 NAME DATE RECEIVED BY FINANCE � �Cct1 /,R /9 /3 NAME DATE SUB ACCOUNT NUMBER 5-0 O a 0 3 MUNIS APPLICATION 201300172 WAPlanning Admin\PZC\13onds\2013 Bonds\13-06P GDSLandscapeBond Transl.doc COW N se" ` G ' ,j U wC' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•co TELEPHONE (860) 644-2511 April 16, 2014 Webster Bank,N.A. City Place II 185 Asylum Street, 5t`Floor Hartford, CT 06103 To Whom It May Concern: RE: Appl. 13-06P, RYCONN Properties Letter of Credit No. 10715 This letter is to inform you that the letter of credit established in the name of RYCONN Properties to cover subdivision and site work for the above mentioned project is no longer required as other surety has been posted. The Town has released the Letters of Credit to the developer. If you have any other questions,please contact me at 860-644-2511, ext. 252. Thank you, -------aul Michele R. Lipe, AICP Town Planner BOND TRANSMITTAL DATE: 4/11/14 APPLICANT NAME RYCONN PROPERTIES, LLC ADDRESS 470 Governors Highway South Windsor, CT 06074 PROJECT LOCATION/ADDRESS GDS ESTIMATING 470 Governors Highway SUBDIVISION N/A P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-06P AMOUNT OF BOND $20,950 Subdivision Bond CHECK NUMBER 1021 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 4/11/14 NAME DATE REGBIVEB BY FINANCE NAME DATE SUB ACCOUNT NUMBER 50 0 c20.5— MUNIS APPLICATION 201300172 W:\Planning Admin\PZC\Bonds\2014 Bonds\I3-06P GDS Estimating Subdivision Bond Transmittal.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/11/14 CUSTOMER#: 000000000 TIME: 10:41 CLERK: laurenlz RECPT#: 20699453 PREV BAL: TP/YR: MS/2014 AMT PAID: 20950.00 BILL: ADJSTMNT: EFF DT: 04/11/14 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 20950.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 20950.00 AMT APPLIED: 20950.00 CHANGE: .00 PAID BY: RYCONN PROPERTIES LL PAYMENT METH: CHECK PAYMENT REF: 1021 c� RECEIVED TOWN OF SOUTH WINDSOR STAFF SITE CHANGE j`,L, 2 0114 FOR SITE & SUBDIVISION SOUTH WINRSQR PLANNING DEPT. GENERAL: CHANGE ORDER CONTACT PIERS Phone No.;560-J �.. `tC6(Z Address_107 o4-,6 r /zW')$cie gio Ja✓�?��' �i� , G �6�© .Site Name ` P&8 Na. Owner g-yC©tI'41 {�'V 012-T �T Phone No. Contractor PO S kA,,^G A 4 Ce�-S — Signature of Owner Date: Signature of Design Engr. Date: `7/Ze�I CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for Change: (Why is change required) L 1 OL/07- ! vv&4.-v� J ! C) 04,0-1 APPROVALSs (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date STAFF COMMENTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 33 f r TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL:CHANGE ORDER CONTACT PERSON_moo. M u r+LoA Phone No.8&0-a 8a -q Nq Address 4JI6 a_ < Site NameCoMMe. c.'a }o v-o�'� er �'ce P&Z No. Owner Ken S�Sk, Phones No. $(bO-aSZ-71aa Contractor -s es p,%, Signature of Owner v Date: . Signature of Design Eng c: C ate: i CHANGE (Describe location and nature of 'Eha ge. Incline r � .! t � , Four (4) copies of L an/profile of' haAg@AA- ) u e r 0L e a -!- S'� 6-v- v /V A+; v e S� , A 1 i r G�+e ; n l c , +-;c,� des P , +-•e e Reason f or Change: (Wh l is change_r apired) r r S, Cc� P c�-.ce� eX, �0 dA con 0c, e + APPROVALS: (As Roquired) Dir. Of Plannin r- ' g // ,,4 a Date Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning LEGEND EXISTING TREE LINE I ylsr AND EXISTING WHITE / NEW S' PINE SCREEN I 1_ ISTING DITCH Exlsn PROP[ ILL GAPS IN EXISTING SCREEN WITH NEW / / MF PLAN' ITE PINE,DECIDE "/ / 3 �� TREE I ON LOCATION IN THE FIELD. / SETBA PROPE Q) Q) O WETLANDS PS 17 XISTING WHITE PINE SCREEN TYPICAL PLANTED ON A BERM ON BOTH SIDES OF THE DITCH. / ip N/F 18 SHEPARD FARMS LLC 18 FI 37 PS 37 m/ 37 S Tree List / Sym.I Quan. Botanical Name Common Name PR 1 19 1 PICEA RUBENS RED SPRUCE / PS 1 37 1 PINUS STROBUS I WHITE PINE h Shrub List 20'BETWEEN TREES Sym. Quan, Botanical Name Common Name (TYPICAL) FI 37 FORSYfHIAXINT.'SPRING GLORY SPRING GLORYFORSYTHIA-PALE YELL 9 JP 16 JUNIPERUS CHIN.'PFITZE11 AN, PFITZER JUNIPER aof�N NOTES: 1. INTERPLANTED 50'LANDSCAPE BUFFER TO BE F T IC y N/F OWNERS REPRESENTATIVE AND TOWN STAFF U \ MARTIN RULNICK TO DETERMINE NEED FOR SUPPLEMENTAL PLAt \ 2. MINIMIZE SOIL DISTURBANCE DURING PLANTIN( \ \ pR 3. MULCH ALL PLANT BEDS AND AREAS OF ACCES PINE BARK MULCH. 4. PROTECT ALL EXISTING TREES V'AND OVER FIR( �fit/ • \ Y P Tree List Q) Sym. Quan. Botanical Name Common Name Size Root PR 19 PICEA RUBENS RED SPRUCE 5ft.-6ft. Ht. B&B PS 37 PINUS STROBUS WHITE PINE '. r. 5ft.-6ft. Ht. B&B Sf-)rviz> List / Sym. Quon. Botanical Name Common Name Size Root �/� FI 37 FORSYTHiA X INT. 'SPRING GLORY' SPRING GLORY FORSYTHIA-PALE YELLOW 36in.-48in. Ht. CONT. JP 18 JUNIPERUS CHIN. 'PFI TZERIANA' PFITZER JUNIPER V 24in.-36in. Ht. COiVT. NOTES: 1 . INTERPLANTED 50' LANDSCAPE BUFFER TO BE REVIEWED BY N/F OWNER'S REPRESENTATIVE AND TOWN STAFF UPON COMPLETION MARTIN RULNICK TO DETERMINE NEED FOR SUPPLEMENTAL PLANTINGS. 2. MINIMIZE SOIL DISTURBANCE DURING PLANTING AND ACCESS. 3. MULCH ALL PLANT BEDS AND AREAS OF ACCESS WITH SHEDRED PINE BARK MULCH. 4. PROTECT ALL EXISTING TREES 6" AND OVER FROM DISTURBANCE. MEMORY TRANSMISSION REPORT TIME :08-04-2014 08:36 FAX NO.1 NAME FILE NO. 586 DATE 08.04 08:35 TO 98602901119 , / - DOCUMENT PAGES 1 START TIME 08.04 08:35 END TIME 08.04 08:36 PAGES SENT 1 7 l STATUS OK `SUCCESSFUL TX NOTICE' TOWN OF SOUTH WTNDSOR STAFF SSTE CuA**GE FOR S=TE & SUBD=V=S SON GENERAT e . CHANGE ORDER CONTACT PERSON c7�w�i 1`�{c�r-4�...cx Phciis No.�ifol� -,�$cam-y y� Acidres6 C"'1 T S.lte Name t�OM Mpv- G�Gi vM-t- �vV�L'6t P6�SL NO. Owner ��..P_r� -a5l2: PhozaE NQ. Contractor c� }�, Signature of tJwzier Date s" Signature o Y Design Eng Date s CHANGE s (Des tribe l acati.on and nature o£ cYaange_ xnc lode - Four (4) cogies of plan/profile o£ Change��.7.'`_) v a r t?'- 6�+. !� n l�...-t- .s•t- t.�h�x 5 y—p -s..c+! /V }- G' —A--g- el e_s_ pi•� -}.--e t'� , �(R csa �aPe�+ C3^k-i-•c.c L w l��-F- © '^h- Reason £or Cha(�nge: (Why 3..s change r®quired) / •7� @ _ _c pp�_ L Q.¢/Z S't... •F- c q /� Al>PROVALS: (As Required) Di r.. OY Planning' r�iLy � _�y Data Town Engineer � Date- Dir. o£ Public Wor]cs Dates Q17-k—r° Data s STAFF COr�2ENTS: Wlaita - Town Enc,3ina3er We3.1ow - _Appl ioaz>.t Pira7C - DirecsCar of P1ax�aiing r, tOW N Sf4 Town O-P S-Oadt V&&-'Sot • _ we 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OsoR•CO TELEPHONE.(860) 644-2511 August 21, 2014 Kenneth Jeski RYCONN Properties LLC 470 Governors Highway South Windsor, CT 06074 Re: Appl. 13-06P, GDS Estimating Bond Reduction and Release Dear Mr. Jeski, This is to advise you that the Planning and Zoning Commission voted on August 19, 2014 to reduce and/or release the following bonds as follows: Appl. 13-06P, GDS Estimating: $20,950 Subdivision Bond reduced by$18,950 leaving a balance of$2,000 $5,000 E&S Bond reduced by$5,000 leaving a balance of-0- $10,000 Stormwater Bond reduced by$10,000 leaving a balance of-0- Checks will be mailed to you from the Town of South Windsor. If you have any further questions please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, r Bart Pacekonis, Chairman PLANNING &ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner BOND RELEASE TRANSMITTAL DATE.: August 20, 2014 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS _470 Governors Highway South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT_GDS ESTIMATING / 470 GOVERNORS HWY P&Z OR IWA/CC APPLICATION NUMBER APPL. 13-06P MUNIS APPLICATION NUMBER 201300172 SUB ACCOUNT NUMBER 500205 ORIGINAL BOND AMOUNT $_20,950 Subdivision Bond to be reduced by $18,950 to leave a balance of $2,000 Please Release $_18,950 Please release the bond indicated above as all of the required work has been completed. Lauren L.Zaramdo 812112014 NAME DATE ` -7 7 BY CHECK # ISSUED DATE WAPlanning AdminTZC\Bonds\2014 Bonds\13-06P GDS Subdivision BondReleaseTrans.doc BOND RELEASE TRANSMITTAL DATE: August 20, 2014 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS 7 Fox Hill Road —South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT_GDS ESTIMATING / 470 GOVERNORS HWY P&Z OR IWA/CC APPLICATION NUMBER APPL. 13-06P MUNIS APPLICATION NUMBER 201300172 SUB ACCOUNT NUMBER 500191 ORIGINAL BOND AMOUNT $_5,000 E&S Bond Please Release $_51000 Please release the bond indicated above as all of the required work has been completed. Lauren L..Zaramdo 812112014 NAME DATE 77 BY CHECK # ISSUED DATE W:\Planning Admin\PZC\Bonds\2014 Bonds\13-06P GDS E&S BondReleaseTrans.doc BOND RELEASE TRANSMITTAL DATES August 20, 2014 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS 7 Fox Hill Road South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT_GDS ESTIMATING / 470 GOVERNORS HWY P&Z OR IWA/CC APPLICATION NUMBER APPL. 13-06P MUNIS APPLICATION NUMBER 201300172 SUB ACCOUNT NUMBER 500190 ORIGINAL BOND AMOUNT $_10,000 Stormwater Bond Please Release $_101000 Please release the bond indicated above as all of the required work has been completed. Lauren L.Zaramdo 812112014 NAME DATE Q BY CHECK # ISSUED DATE WAPlanning Admin\PZC\Bonds\2014 Bonds\13-06P Stormwater BondReleaseTrans.doc Commercial Storefront Settees,inc. 470 Governors Hwy�South Windsor, CT 06074 4 Phone:860-282-7122 �Fax: 860-289-7258 Email: keni(@,cssi,necoxmaiI.com August 11, 2014 Town of South Windsor Re: GDS Estimating Project 470 Governors Highway South Windsor, Ct. 06074 Attn: Michele Lipe Michele, Please consider this a formal letter requesting that our cash/bond be released ASAP. Our plantings as required have been completed and approved. Please let us know if you need anything further to release these funds. Thank You Kenneth R. Jeski President Affirmative Action/Equal Opportunity Employer commercial Storefront Services,Inc. 470 Governors Hwy�South Windsor, CT 06074 4 Phone: 860-282-7122 �Fax: 860-289-7258 Email: kenia-cssi.necoxmail.com August 11, 2014 Town of South Windsor Re: GDS Estimating Project 470 Governors Highway South Windsor, Ct. 06074 Attn: Michele Lipe Michele, Please consider this a formal letter requesting that our cash/bond be released ASAP. Our plantings as required have been completed and approved. Please let us know if you need anything further to release these funds. Thank You Kenneth R. Jeski President Affirmative Action/Equal Opportunity Employer Page 1 of 1 i Lipe, Michele From: Folger, Jeffrey Sent: Tuesday, August 12, 2014 10:58 AM To: 'Ken Jeski' Cc: Lipe, Michele Subject: RE: Jays Plantings Ken. I've recommended to Michele that both the Erosion bond ($5000) and the Stormwater bond ($10000) be released as well. From: Ken Jeski [mailto:kenj@cssi.necoxmail.com] Sent: Monday, August 11, 2014 10:15 AM To: Folger, Jeffrey Subject: Jays Plantings Jeff, I would like to request a release of my funds. Can you tell me what if anything you need from me to make this happen. Regards, Kenneth R. Jeski President Commercial Storefront Services, Inc. 470 Governors Highway So. Windsor, CT 06074 (860)282-7122 8/12/2014 t0WN 6 4 t. Town o-P Soath V&zdijat �w 1 �,�• • �w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 °sox•C TELEPHONE(860) 644-2511 September 12, 2014 Kenneth Jeski RYCONN Properties LLC 7 Fox Hill Road South Windsor, CT 06074 Re: Appl. 13-06P, GDS Estimating Landscape Bond Release Dear Mr.Jeski, This is to advise you that the Planning and Zoning Commission voted on September 9, 2014 to release the following bond as follows: Appl. 13-06P, GDS Estimating:. $5,000 Landscape Bond reduced by$5,000 leaving 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 860-644-2511, ext. 253. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle,Town Engineer Jeff Folger, Senior Environmental Planner BOND RELEASE TRANSMITTAL DATE: September 12, 2014 APPLICANT NAME RYCONN PROPERTIES LLC ADDRESS 7 Fox Hill Road South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT_GDS ESTIMATING / 470 GOVERNORS HWY P&Z OR IWA/CC APPLICATION NUMBER _APPL. 13-06P MUNIS APPLICATION NUMBER _201300172 SUB ACCOUNT NUMBER 500203 ORIGINAL BOND AMOUNT $_5,000 Landscape Bond Please Release $_5,000 Please release the bond indicated above as all of the required work has been completed. Lauren L.Zaramdo 911212014 NAME DATE S78 9 /1, 11`I BY � /J CHECK # ISSUED DATE WAPlanning Admin\PZC\BondsL014 Bonds\13-06P GDS Landscape BondReleaseTrans.doc