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Spec Exc/Site Plan of Development (6)
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION o w a s eQ APPLICATION FORM Application No: , Official Receipt Date: -1 -6j U Receipt No: , 4. APPLICANT: Nutmeg Road South, L.L.C. 7-0 fc.-t c ADDRESS: 22 Chapel Road, South Windsor, Connecticut 06074 l�� `�'�• All AL ET C L L.L.C. . .OWNER OF RECORD ON LAND RECORDS: Hale Reality, ADDRESS: 275 New State Road, Manchester, Connecticut 06040 COMPLETE LOCATION OF PROPERTY: 274 Nutmeg Road South (Lot 6/ Constitution Landing) ASSESSORS MAP# 60 PARCEL # 32 ZONE I NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal, Design Professionals, Inc. 165 S. Satellite.Road, South Windsor, CT 06074 THIS APPLICATION IS FOR: (Check all that apply): y ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval Special Exception to Article • I . 3•q (Public Hearing, Certified letter to abutters required) Site Plan of Development ❑ General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑Zoning ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Applicatio ending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signaturd of Applicant i gna e-ef-Property wner (See reverse side for additional information) DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis Transmitted via certified mail Dear Current Abutting Property Owner February 28, 2001 Re: Nutmeg Road South, L.L.C. (Total Fitness) DPI Project No. 00-1424 274 Nutmeg Road South South Windsor, Connecticut In accordance with regulations of the Inland Wetlands Agency and the Planning&Zoning Commission, we are required to notify you that applications have been filed on the property abutting yours and are subject to a hearing or meeting by the Planning&Zoning Commission and the Inland Wetlands Agency. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application(s)will be heard,please contact Debbie Wark, Recording Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner at the South Windsor Planning Department at 644-2511, ext. 253, 252, or 229, respectively. Thank you. Sincerely, DESIGN P OFESSIONALS, INC. By: / Peter R. DeMallie Principal cc: Jon Valles Jim Aldrich Galen B. Semprebon Marcia Banach Jeffrey Folger Richard Adams 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860) 291-8757 DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis February 22,2001 Abutters List Nutmeg Road South,L.L.C. 274 Nutmeg Road South 1. Hale Realty,L.L.C.,ET.AL.,275 New State Road,Manchester,CT 06040 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 • Fax: (860) 291-8757 February 22, 2001 To Whom It May Concern: Please be advised that the Hale Realty, L.L.C., ET. AL., the owner of Lot No. 6 in the Constitution Landing Industrial Park, hereby authorizes Nutmeg Road South, L.L.C. to apply for land use approvals on lot 6 from any governmental entity, including but not limited to the IWA/CC, PZC, WPCA, ZBA, DEP, or Corps of Engineers. Thank you. Sincerely, Hale Realt , L.L.C., ET. AL. cc Jon Valles Jim Aldrich Peter DeMallie s TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT PROJECT NAME F +ne,�i Comet-je, � (� 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. Jc. Name of Development J d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet This map will show the overall design of the Development and surrounding property within 500 feet a. Data block which gives needed zoning information such as percentage of lot coverage,acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A layout map of the proposed site drawn toga g a of 1 inch equals 40 feet on either of the following size sheets 1 24" x 3 " ith 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. t 'P� � l roy\ s bt St+ by U+k.rs SKbA1\ ►-kYr ;y b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, / and dumpsters (on concrete pad and screened). J e. Easements, noting grantors, grantees, and 9 9 � 9 purpose. f. Names of abutting property owners. g. Monuments will be indicated at comers 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. E} h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./LS. seals and signatures. S. -Topographic Map: A map drawn to a scale of 1 inch to 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: V 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. e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. NO 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 y h. Proposed storm drainage system, showing all catch basins endwalls manholes, lengths and sizes of pipes and elevations of structure s. (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 to of frame elevations P and inverts of open discharge pipe shall be shown on this plan. L Connections of all springs into proposed storm drainage needed. system as j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2&T 2 Certification; P.E./L.S. seals and signatures. g tares. _ 6. -Landscaping plan: 7. Draina,9e calculations: -Zero Runoff Increase per attached guidelines. LT 1 A rk 1A a S OW-7 8. Traffic Report: 9. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations(top frame and inverts), size, type, length, slopes of pipes. V/ C. Sight line at driveway&street intersections. 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. i ' 1 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. Dtjv, S L AS s4c�;v.c . 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. A v r, 10. 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. 11. 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. PLM PPEPARER P. ./ L.S. DATE June 23, 191A u' l TOTAL FITNESS SITE PLAN 1. Application for special exception to article 6.1.3.9 site plan approval for 40 an industrial building, approximately 11,400 square feet, for property �ti ► S located on the easterly side of Nutmeg Road North, I zone. The proposal is for 3,166 sf of office area, 1,000 sf youth wrestling facility and 7,600 of warehousing. 2. The special exception is being requested for the part of the facility, which will be used for youth wrestling. The applicant recently was successful in changing the regulations to allowing this type of facility to open to individuals of all ages. The special exception criteria in the industrial zone include: rS v • The goals and objectives of the Plan of Development are met • Adverse traffic impacts are not created; ` • Negative impacts on property values are not created; • The land is physically suited for the proposed use; • Adverse environmental impacts are not created; • There is a balance between neighborhood acceptance and community Y needs; • Present and proposed utilities, streets, drainage systems, and other improvements have adequate capacity to accommodate the proposed use; • Histtr�e fa �uate -protected; and • The overall physical appearance of the proposed development is compatible with surrounding development and the Commission's goals for the neighborhood/corridor. 3. Site size is approximately 2 ac. Proposed building coverage 15.2%; 50% allowed. Proposed impervious coverage is 38.8%;65% allowed. The required parking spaces are �; the applicant is showing 23 spaces. The applicant is requesting a waiver for /spaces. It appears that all other zoning requirements have been met. r 5 ot"-------------------- s y �,� • f 4. There are regulated wetlands on the site. The applicant has received wetlands approval from the IWA/CC on 3/21/01 with the recommendation of a $3,000 bond for E and S and wildlife plantings. 5. There is public water and public sewer available to the site. WPCA approval .iz z 4uiwk1. vrGC<- —r-"4_4 6. The Architecture and Design Review Committee has reviewed the plans. They had the following recommendation: Lighting details are needed; the light pole in the parking lot should be bronze Additional landscaping should be placed on the westerly property boundary to screen the overhead doors from views traveling north on Nutmeg Road South. (wrapping around the corner of the parking area) — Location of mechanical units should be identified on the plans t Sizes and quantities should be added to the plans (sizes may affect quantities needed) fi��1�" ' ` -�-� zt ..1.�, 0— The double door entrance closes tot he front should have glass in it 7. If this application is approved, the planning department has no requested modifications. MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: March 7, 2001 Re: Total Fitness Site Plan — 01-09P We have reviewed the drawings dated January 25, 2001, received February 28, 2001, for the proposed Total Fitness Site Plan, and have the following comments: General 1. Drainage computations have not been received. They should show adequacy of the proposed swale. 2. The check list has not been received. Plot Plan — Sheet 2 1. Iron pins are required at all property corners. 2. The existing monuments' coordinates should be shown. 3. The 20' sanitary easement should be identified with bearings and distances. 4. "Trees to be installed per Subdivision Plan"are shown within the sanitary easement. These should be moved out of the easement. 5. Note 9 should indicate the date of the flood map referenced. 6. Note 10 indicates ""Drainage right to be acquired". Where is this located? Topographic Plan — Sheet 3 1. There are two (2) locations where the 74 contour meets the 76 contour. 2. The wetland buffer is not shown. 3. It appears that a retaining wall is to be built, however, it is not identified as such. Also, there is no detail provided. 4. There is a bollard shown in the grass area near the entrance. Is this correct? 5. There is a top of frame and invert elevation shown, but no indication as to which structure these are associated with. Landscape Plan — Sheet Ll 1. The plan shows existing trees (acer rubrum), within the sanitary easement, however, sheets 2, 3 and 4 show these as to be installed. Which is correct? S:ENGINEER\Prof—P&Z&Wetland Apps\Total Fitness\march72001comments PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, Kris Lindstrom, Ray Favreau, Kar eic e, Mel Stead, John Collins, Bob Deptula, Jerry Iazzetta FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: 1 - O°1P Location: 1�2 ? Site Plan O Subdivision No. Acres ), !�' a4 Zone I Industrial Xcommercial O Residential No. Lots/Units Water: X Public O Private Well Sewerage: 0 ublic C3 Septic system(s) Project Description: j - A: Future Town-owned property involved? 0 Yes JkNo O new street(s) O new detention area O new open space/recreation area O active O passive Planning Department notes: Please comment by 9110 p and return to the Planning Department. Imo,I? c y'-0 0.-e' �S04191 8f,c� Town at&soutA � 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co�'�� AREA CODE 860 / 644-2511 To: Design Professionals 165 So. Satellite Road South Windsor, CT 06074 From: Jeffrey H. Folger—Environmental Planner, Town of South Windsor Date: March 12, 2001 Re: Appl. #01-09P - Review of the proposed Total Fitness industrial building - Plans dated 1/25/01. I have reviewed the proposed plan with the following initial comments: The proposed swale shown used for stormwater conveyance should provide water quality renovation as well. The proposed grass type and seeding rates provided are for a turf grass lawn. A more appropriate grass type would be tall fescue, which tolerates inundation and drought better than the grass types shown on the plan. For a grass swale the seeding rates should be significantly increased. An appropriate seeding rate would be 51bs of seed per 1000 sqft. Drainage calculations should be provided to the Town Engineer to insure that the drainage swale meets or exceed the minimum size required for treatment of anticipated stormwater. Construction details should include design recommendations based on the criteria set forth in "Design of Stormwater Filtering Systems" 1996, Claytor C. and T. Schueler, Center for Watershed Protection. (Enclosed). The 80-foot upland review area (URA) should be shown uniformly throughout the site. A portion of the URA shown is only 40 feet. The Construction schedule provided is nothing but a legend. Please provide a construction schedule that accurately reflects site conditions and plans. The schedule should provide for the construction and stabilization of the proposed swale as the first item. The proposed landscaping plan should include habitat plantings at the interface of the swale/limit of clearing to compensate for vegetation lost to construction clearing. A long-term inspection and maintenance plan for the swale should be included in the plans. CC. Dir. of Planning Inland Wetland/Conservation Commission Town Engineer DESIGN PROFESSIONALS, INC.civil engineers .planners . surveyors . gis FE- cEIVED Memorandum M,R 12 9,I 1 1 toH t rq;ce . a 5® . To: Marcia A.Banach,Director of Planning SeUUa �JWP� :1 PUitta From: Galen B. Semprebon,P.E.,Director of Engineering;Peter R.DeMallie,Principal Re: Total Fitness Site Plan/Town Engineer Comments DPI Project Number 1424 Date: March 12,2001 In response to Jerry lazzetta's comments of March 7,2001 on our 2/28/01 submission,we offer the following comments: General 1). We have prepared drainage computations for our site. Computations for the off-site Swale and detention basin serving the Constitution Landing industrial park,and designed to accommodate flow from our site,were previously submitted by others in association with the subdivision application. 2). We submitted the site plan checklist with our application,however,an additional copy is enclosed for your review. Plot Plan 1). Iron pins are required to be installed by the Constitution Landing subdivider(bonded). We anticipate this will be done at the conclusion of our client's construction activities. We have a note to that effect(see note 11). 2). We have indicated the coordinates for the existing monument. 3). We have added the bearings and distances for the sanitary sewer easement established by others as a , modification to the subdivision plan. 4). The location and type of proposed trees and their relationship to the existing sanitary easement is an issue for the subdivider. DPI(and our client)has no role in the subdivision development nor with its design nor with the sanitary sewer easement nor with the street trees. 5). We have added the date of the federal flood map,as referenced. 6). The drainage rights to be acquired refers to the need for our client to be granted rights by the subdivider to drain our site into the subdivision swale and detention basin,which have been designed by others to accommodate drainage from the subdivision's lots. We have recommended this be in place prior to the certificate of occupancy. The note reference has been placed on the plan in the vicinity of the subdivision swale. Topographic Plan 1). We have corrected the contour labels. 2). Wetland buffer has been shown as the"limit of upland review area". 3). Retaining wall has been identified and is to be part of building's structural design. 4). This is the proposed sign,as indicated. 5). The TF and invert are for the existing sanitary sewer manhole next to it. Landscape Plan 1). These trees are proposed to be installed by the subdivider and have been labeled accordingly. Please call if you should have any questions or comments. Thank you. cc: Jerry lazzetta Jim Aldrich Jon Valles Jeffrey Folger Richard Adams 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 • Fax: (860) 291-8757 DRAINAGE REVIEW TOTAL FITNESS NUTMET ROAD SOUTH SOUTH WINDSOR, CONNECTICUT The site is located on the east side of Nutmeg Road South and was created as lot#6 of the Constitution Landing subdivision. The site consists of 1.97 acres. As part of the Constitution Landing subdivision, the storm-water runoff from the site was accommodated within the subdivision water basin for quantity. Provisions have been integrated into the site plan to address water quality issues regarding the storm-water runoff. The runoff will be via sheet flow over the paved areas to a water quality swale. The swale will be 4' in width, and sloped at 0.5%. The swale will be a minimum of 18" deep, and contain l' stone berms within the swale. The stone berms will slow the velocity of the runoff, thereby allowing for additional settling of constituents within the storm-water, and also provide for greater contact with plant material within the swale. The amount of runoff to the basin for a 50 year design storm using the rational formula will be: Area= 0.35 AC. C=0.9 I=7.7 (50 year design storm) Q=2.43 CFS The channel was checked to ensure that it could handle the 50 year storm(see attached channel calculator form). The channel has 1' high berms within the channel. Only the top 6" was used in the capacity calculation. As can be seen from the calculation, for a 50-year design storm, the channel will only have a depth of flow above the stone berms of 1.76". Therefore, the channel as designed is more than adequate for the anticipated design flows. tmp#1 Channel Calculator Given Input Data: Shape . . . . . . . . . . . . . . . . . . . . . . . . . . . Trapezoidal Solving for . . . . . . . . . . . . . . . . . . . . . Depth of Flow Flowrate . . . . . . . . . . . . . . . . . . . . . . . . 2 . 4300 cfs Slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 0050 ft/ft Manning' s n . . . . . . . . . . . . . . . . . . . . . 0. 0175 Height . . . . . . . . . . . . . . . . . . . . . . . . . . 6. 0000 in Bottom width . . . . . . . . . . . . . . . . . . . . 120 . 0000 in Left slope . . . . . . . . . . . . . . . . . . . . . . 3 . 0000 ft/ft Right slope . . . . . . . . . . . . . . . . . . . . . 3 . 0000 ft/ft Computed Results : Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 7646 in Velocity . . . . . . . . . . . . . . . . . . . . . . . . 1 . 6444 fps Flow area . . . . . . . . . . . . . . . . . . . . . . . 1 . 4777 ft2 Flow perimeter . . . . . . . . . . . . . . . . . . 123 . 7201 in Hydraulic radius . . . . . . . . . . . . . . . . 1 . 7199 in Top width . . . . . . . . . . . . . . . . . . . . . . . 121 . 1764 in Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. 0833 ft2 Perimeter . . . . . . . . . . . . . . . . . . . . . . . 132 . 6491 in Percent full . . . . . . . . . . . . . . . . . . . . 29. 4100 % Critical Information Critical depth . . . . . . . . . . . . . . . . . . 1 . 4672 in Critical slope . . . . . . . . . . . . . . . . . . 0 . 0092 ft/ft Critical velocity 1 . 9794 fps Critical area . . . . . . . . . . . . . . . . . . . 1 .2277 ft2 Critical perimeter . . . . . . . . . . . . . . 123. 0932 in Critical hydraulic radius . . . . . . . 1 . 4362 in Critical top width . . . . . . . . . . . . . . 120. 9781 in Specific energy . . . . . . . . . . . . . . . . . 0 . 1891 ft . Minimum energy . . . . . . . . . . . . . . . . . . 0 . 1834 ft Froude number . . . . . . . . . . . . . . . . . . . 0 .7579 Flow condition . . . . . . . . . . . . . . . . . . Subcritical Page 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT ,Ajt.+m tV1 pO so WA L 1 C' PROJECT NAME I a� a ;�nz55 C.ur �r L�. . 14 This checklist must be signed by plan preparer(P.E./LS.) declaring that all•required information is provided. Items 1-7 are required for all applications; items 8-11 required where ap propriate.* 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. t v 1 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 an Review. d Design 4. Plot Plan: A layout map of the proposed site drawn to a e of 1 inch equals 40 feet on either of the following size sheets 24" x 3�- 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. ,,/ �r J v� irs Jo b< S�t b I D i1v�r s C b d►�,r;dti r 'i Swr�ey o r) /V/A b. Proposed streets and street tines with center line station, curve data, and parking spaces. C. Building lines in accordance with zoning r egulations. d_ Proposed buildings and other structures, includingsigns, and dumpsters (on concrete pad and screened). . outside fighting, / no+ e.. Easements, noting grantors, grantees, and purpose. 1 f. Names of abutting property owners. NIA g. Monuments will be indicated at comers and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./LS. seals and signatures. S. -Topographic Map: A map drawn to a scale of 1 inch to feet on sheets no exceeding-24 inches by 36 inches, including ruled margins shall in addition to / the requirements of the plot plans show the following: y a. All existing and.proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. �L d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. An should be shown. g Y trees to be saved h 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. 9 . Regulated wetlands and 100-year ffoodplain or note that none are present Jh. Proposed storm drainage system, showingall cat manholes, lengths and sizes of pipes and elevations� basins, endwal(s, p 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. L Connections of all springs into proposed storm drain needed. age system as J. Location and indications of existing brook channels, and 100-year flood limits. k. A-2&T 2 Certification; P.E. L.S. seals/ and signatures. 6. Landscaping plan: , 7. Draing e calculations: -Zero Runoff L Increase a s `ark ha-S . attached guidelines. - 8. Traffic Report: 9. 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: JILA a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage; sanitary sewer (includinghouse sewer), foundation drains lot lines, buildings includi elevations(top frame and inverts), size, type, length slopes utilities with . P pes. J C. Sight line at driveway&.street intersections. d. Profile of roadway showing existing and finished grades.es. Roadway profile ��� will show all tangent grade and all vertical curve information.- (v�� e. Profile will show all catch basins and all drainage lines betty basins with all invert and top of frame elevations sizes lengths catch slopes of pipes. gths and it 1 1 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. 10. 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 11. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. ,PLAN PP.EPARER P. ./ L.S_ DATE June 23, 19''j8 7 11 : 41a CAPITAL STUDIO ARCHITECTS 860-289-3163 P-2 01 10:20a 860-291-8757 p.2 NAME: �'L - LOCATION: aN 41 e1_7 Fc:> /�4� -S4 Z-Itxl TYPE OF PROJECT- IA&?Z4e- ARCHUECTURAL AND D= A REVIEW COMMMEE CHECKLIST The following items must be submitted, in accordance with Section 9.1 of the Zoning Regulations at the time of a site plan application for an industrial or commercial building,or high-density housing. t V . 1. Site plan of the property{per Section 8 of the Zoning Regulations} J' 2- Architectural elevations of the proposed buildings) Y 3_ Types, styles and colors of building materials, exterior facades and facing, and fenestrations(samples suggested) Tio V /�e d-4*O«� v 4. Special architectural features (if applicable) S. Colors, materials, and location of lighting 6- Design of signs 7. Mechanical hardware proposed on or around the building and roof, including trash compactor,and auxiliary storage areas J8. Landscape plan indicating location, types, sizes, and quantities of proposed / plant materials v 9. Lighting plans f the above-required info on/ have been provided_ �a6--V- 0 1( Signature Date Please be aware that Trussing information or incomplete information may result in a delay in action by the Committee on this application. MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: March 19, 2001 Re: Total Fitness Site Plan — 01-09P We have reviewed the revised drawings dated 3-8-2001 for the proposed Total Fitness Site Plan, and have the following comments: Plot Plan — Sheet 2 1. `"Trees to be installed per Subdivision Plan"are shown within the sanitary easement. These should be moved out of the easement. Topographic Plan — Sheet 3 1. The wetland buffer (Limit of Upland Review Area) is shown as 40 feet, however, current requirements are 80 feet.. S:ENGINEER\Prof—P&Z&Wetland Apps\Total Fitness\march192001comments �py1N at,q a u -0 -le S-0� m ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 YQSOR'Co TELEPHONE (860) 644-2511 March 22,2001 Design Professionals DECEIVED 165 South Satellite Road MAR 2 8 2001 South Windsor,CT 06074 Attn: Galen Semprebon SOUTH WINDSOR PLANNING DEPT. RE: Total Fitness Corp. Dear Mr.Semprebon: The South Windsor Water Pollution Control Authority,at its regular meeting of March 13,2001,gave approval for the connection of a commercial building to the Town's sewerage system located at Nutmeg Road South,as more specifically shown on Drawing No. 1 entitled"Site Plan of Development",Drawing No.2 entitled"Plot Plan,and Drawing No.3 entitled"Topographic Plan"prepared by Design Professionals,Inc.,South Windsor,CT.,Project No.00-1424,Dated 1-25-01,with no revisions and subject to the following conditions: 1. Any changes made to the map that affect the sewer line will require the applicant to return to the WPCA for further approval. 2. Subject to the approval of the Town of South Windsor Planning and Zoning Commission. 3. A connection charge in the amount of$2,500 based on 1 acre is payable at the time the permit is issued. 4. Subject to the technical approval of the Town of South Windsor Engineering Department. 5. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitarysewer line was installed in substantial conforma nce with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Thoinhs$Wson,Chairman Water Pollution Control Authority TH:dd CC:Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning ✓ John Collins,Chief Building Inspector Total Fitness Corporation S t001N SC44 ,... s ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 e•co�' AREA CODE 860 / 644-2511 March 30, 2001 � Certified #P462497989 s� ! APR 2 2001 "1 Design Professionals __ r Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #01-09P, Total Fitness Corporate Headquarters, easterly of Nutmeg Road South, (Assessor's Map #60, Parcel #32), I zone Dear Mr. DeMallie: At the March 21, 2001 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #01-09P - Total Fitness Corporate Headquarters - Nutmeg Road South LLC.; Nutmeg Road South. Inland Wetland/Conservation Commission application for the location of a warehouse/office building, parking, stormwater structures, and associated improvements on property located easterly of Nutmeg Road South (Assessor's Map #60, parcel #32), Industrial zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. 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 21, 2006. 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. All approvals required must be obtained and submitted prior to any activity on the site. Total Fitness Corporate Headquarters March 30, 2001 Page 2 4. A contact person shall be identified on the plans. 5. We recommend a bond in the amount of$3,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures and establishment of the plantings and swale. 6. Additional habitat plantings to be planted along the southern portion of the property adjoining the limit of clearing. The plantings will be determined by the applicant and town staff prior to the issuance of a building permit. Very truly yours, . INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer Total Fitness Corporate Headquarters r Town oicsoU64, ?1)ZFUY',4'0t G � 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR-Co� AREA CODE 860/644-2511 April 9, 2001 CERTIFIED MAIL Total Fitness for Nutmeg Rd. South, LLC 22 Chapel Road South Windsor, CT 06074 Dear Mr. Valles: Re: App101-09P, Total Fitness Site Plan and Special Exception to Article 6.1.3.9 We are pleased to advise you that the Planning&Zoning Commission voted on March 27,2001 to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 6.1.3.9. to allow indoor recreational activities. This approval is for the construction of a 12,000 sq. ft. building on property located at 274 Nutmeg Rd. South,I zone as shown on plans prepared by Design Professionals, Inc.,Job No.00-1424 and dated 1/25/01 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 a bond in the amount of$3,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$3,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. ADRC recommendations must be incorporated into the final plans. 10. Engineering comments of 01 must be addressed to the Town Engineers satisfaction. 11. A waiver has been granted"o 4 parking spaces. 12. Hours of operation for recreational activities open to the public must take place between the hours of 8 a.m. and 9 p.m. Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Very truly yours, Walter J. Meal , Chairm Planning and Zoning Commission WJM/dlf cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. I, Walter J. Mealy, Chairman of the South Windsor Planning&Zoning Commission,hereby certify that on March 27, 2001 the Planning and Zoning Commission granted to Nutmeg Road South LLC, Total Fitness, a Special Exception to Article 6.1.3.9 of the Zoning Regulations and Resubdivision for a 11,800 sq. ft. facility on property located at 274 Nutmeg Rd. South as shown on plans prepared by Design Professionals, Inc., Project No.00-1424. Assessor's Map and Parcel Number: Map#60 Parcel#32 More particularly bounded and described as follows: See attached OWNER OF RECORD: Hale Realty, LL.C.,et al Dated at South Windsor, Connecticut this 9ch day of April 2001. In accordance with CGS Section 8-3d alter J. Mealy, hairman Planning&Zoning Commission Received for record this day of , 19_, at South Windsor, Connecticut ATTEST: VOL. E :ftj I SCHDULEA ti 1G b All special declarant rights, including development rights, as set forth in the Declaration of Governors,Square Business Condominium by Elio Capuano and Paul Capuano,dated December 9.1988 and recorded in the land records of the Town of South Windsor,Connecticut in Volume 546.Page 1.as amended by First Amendment to Declaration,dated January 11,1989 and recorded in the land records of ` the Town of South Windsor,Connecticut in Volume 549,Page 46. The foregoing'includes,without limitation,all the Grantor's right.tide and interest in an to that sf ! certain piece or parcel of land situated in the Town of south Windsor.County of Hartford and State of Connecticut,more particularly described as follows: All that certain piece or parcel of land with the buildings l and improvements located thereon, situated in the Town of South Windsor, County of Hartford and State of Connecticut, located south of Governors Highway and east of Nutmeg Road South, and being zero particularly bounded and i> ! described as follows: it 4t Commencing at a point in the southerly roadway line of I Governors Highway which point marks the intersection of the easterly roadway line of Connecticut Avenue with the southerly - el roadway line of Governors HSghwayt thence S 66. 281 48" E for a € l distance of Two Hundred Twenty-Five and zero one-hundredths (225.00) feet along the southerly roadway line of Governors I Highway to a points thence S 21' 21' 12" W for a distance of One Thousand One Hundred Twenty-Eight and thirty-three one-hundredths (1128.33) feet along land now or formerly of Elio Capuano to a r point: thence N 651 301 53" W for a distance of One Hundred # ` Twenty-Four and fifty-five one-hundredths (124.53) feet along land now or formerly of the Town of South Windsor to a point; °r ( thence S 19. 581 57" W for a distance of One Thousand one Rundred IE,; Thirty-Two and'ninety one-hundredths (1132.90) feet along land now or formerly of the Town of South Windsor, Peter G. 6 Betty D. Nicholas, Donald E. i Susan I. Waqelius, David F. 6 Fhyllis A. Dwyer, Barbara LaPenta, Allan F. i Janies E. Hazat, Arturo 11, Guerra 6 Helaar Wolf, Daniel J. 6 Nary Elle ry n Pfau and Solomon, j: Edward 6 Elsie Luria, partly by each, to a point; thence N 65• 481 26" x for a dSstanea of Three Hundred and zoventy-six one- hundredths (300.76) feet along land now or formerly of Pleasant . Valley Estates, Inc. and Rosalie H. Bartula, partly by each, to a Point; thence N 24. 17. 44" E for a distance o! Eighty-Six end { f forty-two one-hundredths (e6.42) teat to a point: thence N 65' 07� la" W for a distance of Four Hundred One and one one- `'r f hundzedths (401.01) feet, the last two courses lying along land now or formerly of East Coast Hill Sales Co.; thence for a E distance of Five and forty-three one-hundredths'(5.43) feet along a curve having a radius of Three Hundred Ninety-Six and zero one- t- Fj hundredths (396.00) feet and a delta of 0. 471 22" to a point; tj'11' I thence N 31• 311 25" W for a distance of Sixty-Four and zero one- hundredths (64.00) feet, the last two courses lying along the terminus of Connecticut Avenue; thence for a distance of One . l Hundred Twenty-Four and sixty-live one-hundredths (124.65) feet i I along a.curve in the westerly roadway line of Connecticut Avenue N I having a radius of Four Hundred Sixty and sere one-hundredths (160.00) teat and a delta of 15• 31' 21" to a pointt thence H 68• 071 18" W for a distance of Six Hundred Fourteen and ninety-nine I` one-hundredths (614.99) feat along land now or formerly of the R.J.H. Realty Company and Franklin Distributors, Inc., partly by u each, to a point; thence N 141 331 21" E for a distance of Three yF, i Hundred Sixteen and ninety-two one-hundredths (316.92) feet: �J �' i j•' • t �i � li. S r j� k;; i VOL. 1094PAGE 217 g , .SCHEDULEA tj i (continued) z `{ 1 ,I,t [hoots N 74. 29. 29" W for a distance of Four Hundred and zero I } dths 400.00 test the a v ourses 1 in alon I one hundre ( ) , last two e Y 9 9 land now or formerly of Frito-Lay, Ine.t thonce fora distance of Three Hundred Fourtaen and eighty-four one-hundredths (314.84) feet along a curve having a radius of Two Hundred and zero one- hundredths (200.00) feet and a delta of 90. 11. 39" to a point/ thence S 74. 17. 50" E for a distance of Four Hundred Thirty- Three and fifty-two one-hundredths (433.52) fast to a point: thence for a distance of Five Hundred Fourteen and twenty-three one-hundredths (314.23) fast along a curve having a radius of Three Hundred Thirty and zero one-hundredths (330.00) feet and a >. delta of 89. 16. 58" to a point: thence H 16. 25. 12" E for a distance of Six Hundred Sixty-Seven and twenty-one one-hundredths (667.21) feet to a point, the last four course; lying along the roadway line Of Nutmeg Read South: thence S 73. 34. 48" E for a _' distance o[ Two Hundred and zero one-hundredths (200.00) fast to a point: thanes N 16. 25. 12" E for a distance of One Hundred Thirty-Six and fitly-nine one-hundredths (136.59) feet to a point: thence S 66' 48. 56" E for a distance of Six Hundred Twenty-Five and fifty-throe one-hundredths (625.53) feat to a ' point, the last three courses lying along land now or formerly of t Hammermill Paper Co.t thence S 66. 28. 48" E for a distance of Sixty-Four and zero one-hundredths (64.00) feet to the easterly roadway line of Connecticut Avenue: thence H 23' 31. 12" E for a distance of Your Hundred Fifty-One and thirty-two one-hundredths (431.32) feet along the easterly roadway line of Connecticut Avenue: thence for a distance of Thirty-Nine and twenty-seven one-hundredths (39.27) feet along a curve having a radius of Twenty-five and zero one-hundradths (23.00) feet and a delta of 90. 001 oo■ to the point and �place of beginning. � : �+ � (CON RAW) Y • Less and excluding therefros these parcels of land known as ! � r{r` • 2s0 Nutmeg Road South and 310 Nutmeg Road South, described belays. ,;_:„•- � 2ee Ne n e Read South- _eQye windaer- Connecticut X j That certain real property described as Units 330A through _ < 'k• _ 2S0x-ot Governors Square Business Canter, vhleh is located in the Town of South Windsor. County of Hartford and state of Connecticut. Said Units exist pursuant to a Declaration of tr'O 1 Condominium by Ella Capaano and Paul Capmane dated DeNmbar 9, r 1944. Mich is filed on the Land Records Of the TOwh of South • Windsor, Connecticut (-Declaration'). Together with the • Allocated Interests of Units. units 250A through 230N as sate ' fully described in the Declaration. . ue�+tnea Read eeute South Windsor. Connecticut a '-• That certain real property described as Units 330A-1 through - 310A-30, 3108-1 tAreugb 3108-4, 31OC-1 through 310C-9, 310C-11 } t 7 rr6c through 31aC-IS. and 3100-1 through 3100-4 of Governors Squats pusiness Center, which is located in the Town of South Windsor. County o[Hartford' and State of Connecticut. Said Units exist s `' .k pursuant to a Declaration of condominiumsby Llio Capwno and Mul •� .' _ Capuano dated December 9. 111$. which is filed on the Land �` '' Records•of the Town of south windsor. Connecticut - ,'� '''�"• ('Declaration"). Together with the Allocated Interests of Units 3iox-1 through 310A-10, 3108-1 through 310B-4. 310C-1 through -+ 310C-9, 31OC-11 through 310C-1s. and 3100-1 through 3100-4 as more fully described in the Declaration. ..; Said premises are conveyed subject to and together with the tea. and conditions of the oeclaration of Condominium of Gov- arnors square Business Center Condominium, and easements appearing of record. . Together with all at Doclarant•s rights including but not - v limited to development rights as reserved in or sat forth la the S Declaration of Condominium referred to above. ge.c••e�Fr.���pQRp 49 19 AT �� v S Ct:A-;VI y. •'•�1uW]CJ.�L PiOWNCIERK �SOVIN sf,t Town ale SotdA Vzndjot u 9 ca 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co AREA CODE 860/ 644-2511 April 9, 2001 CERTIFIED MAIL REVISED Total Fitness for Nutmeg Rd. South, LLC 22 Chapel Road South Windsor, CT 06074 Dear Mr. Valles: Re: Appl 01-09P, Total Fitness Site Plan and Special Exception to Article 6.1.3.9 We are pleased to advise you that the Planning&Zoning Commission voted on March 27, 2001 to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 6.1.3.9. to allow indoor recreational activities. This approval is for the construction of an approximately 12,762 sq. ft. building on property located at 274 Nutmeg Rd. South, I zone as shown on plans prepared by Design Professionals, Inc., Job No.00-1424 and dated 1/25/01 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 a bond in the amount of$3,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$3,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. ADRC recommendations must be incorporated into the final plans. 10. Engineering comments of 3/19/01 must be addressed to the Town Engineers satisfaction. 11. A waiver has been granted for 4 parking spaces. 12. Hours of operation for recreational activities open to the public must take place between the hours of 8 a.m. and 9 p.m. Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Very truly yours, z5oaz&-, d. Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlf cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. I, Walter J. Mealy, Chairman of the South Windsor Planning &Zoning Commission,hereby certify that on March 27, 2001 the Planning and Zoning Commission granted to Nutmeg Road South LLC, Total Fitness, a Special Exception to Article 6.1.3.9 of the Zoning Regulations and Resubdivision for an approximately 12,762 sq. ft. facility on property located at 274 Nutmeg Rd. South as shown on plans prepared by Design Professionals, Inc.,Project No.00-1424. Assessor's Map and Parcel Number: Map#60 Parcel#32 More particularly bounded and described as follows: See attached OWNER OF RECORD: Hale Realty, LL.C. et al Dated at South Windsor, Connecticut this 9th day of April 2001. In accordance with CGS Section 8-3d Walter J. Mea�, Chairman Planning&Zoning Commission Received for record this day of , 19 , at South Windsor, Connecticut ATTEST: BOND TRMSMITTAL DATE: CONTRACTOR/DEVELOPER PU tri,aC Kai ` " L C NAME & ADDRESS PROJECT LOCATION/ADDRESS ��11-I /LIB_ Y �` � LOT S1CC SuBppm mm 'rbi tress S�k Ply P&Z OR IAA/CC APPLICATION NUMBER too - Oct AMOUNT OF BOND CHECK NUMBER �5 3 DEPARTMENT SUBMITTED BY ��{ck,l9 NAME DATE RECEIVED BY FINANCE NAM DATE SUB ACCOUNT NUMBER S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc 40r1N d'r, � naies� �• Z ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 0R.00 TELEPHONE(860) 644-2511 May 10, 2001 Mr. Valles Nutmeg Road South LLC 22 Chapel Road South Windsor, CT 06074 Dear Mr. Valles: Re:Preconstruction Meeting—Appl 01-09P, Total Fitness IN ATTENDANCE See attached 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 12lace prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer 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 of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Nutmeg Rd. South. Calcium chloride or water is to be used for dust control as required. 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 with inspections and testing per Developers Checklist requested 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. Preparation of subbase, six(6) inch lifts e. 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, etc., shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. 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. 10. 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. 11. Any problems and/or questions regarding construction of this project will be directed to Jim Aldrich in the field at phone 647-7544. 12. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 13. Job meetings will be held as needed, and can be called by the developer or Town. 14 Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 15. 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. 16. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Drain layer permit and street excavation permits are required. 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. Bonds have already been posted; mylars must go on file prior to building permit being issued. 3. Special Exception form to go on file with the mylar. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. 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. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal. required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe,AICP Assistant Director of Planning MRL/dlf cc: Jerry C. Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P _ SNET Design Professionals, Inc. DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis June 18,2002 Town of South Windsor Planning Department 1540 Sullivan Ave. RECEIVED South Windsor,CT 06074 Attn:Ms,Marcia l3anach JUN 1 9 2002 Director of Planning SOUTH WINDSOR PLAWNG DEPT, Re: Nutmeg Road South LLC Total Fitness Headquarters 274 Nutmeg Road South Dear Marcia: In regards to the above referenced project,the lights in the rear of the building(north side)that previously provided lighting levels over the property line in excess of the town's requirements have been modified. The lights were modified to restrict light from being cast over the property line. We believe that the lights are now in full compliance with town regulations. If you have any questions or comments,or need additional information,please feel free to call. Sincerely, 2,90, -�L Galen Semprebon,P.E. Director of Engineering CC:Jon Valles Jim Aldrich RECEIVED RECEIVED JUL 0 5 2001 TOWN of SOUTH WINDSOR JUN 2 9 2001 UTH WINDSOR STAFF SITE CHANGE ENGINEERINGDEPT. FOR SITE & SUBDIVISION SOUTHWINDSOR PLANNING DEPT. GENERAL: CHANGE ORDER CONTACT PERSON 1/4 Ll r6, h L DR=CV4 Phone No. 1p q-1 7.5y Address_ 4'W 6'7-0C)� PLIFX;E HMX-M6111�R C`.-T DIP(Ab Site Name `-TpTAL �'�T9J��3 5,15`ro45 :Ttoc- P&Z No. Owner t,)LtTME(%, RC)llfl S®UTU LC, Phone No.j,$a.jgjj eit t®3 Contractor L Signature of Owner Date: Signature of Design En r. Date: F,/� —T CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) mcce:s t� 4n J; P CI Ut'I o gtz", ft0odinei, 15 A �5hkeh !Shbia: m +.e- nP.w deimp5le t�("ti if�tl Reason for Change: (Why is change required) _„Maw ram, n nakanat'S lku i-'hP u u�i 11 bp male iu load ac-CL -1mlmd C nc°fa nems LA" APPROVALS: (As Required) 1 $ Dir.. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: J. White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department CV a 2 7 3.6 a ;a 73.C �: - r 30' DETAINING W �� Vic' �.. ......�• �/ r r F NEW oum PETER 1 S!,3 L o c A T I o/v PAO) 04 �` W.F. w. .,.....«.•i. 7r y:..t:. .r.ly 218 yes 3 —`, i.. � / /, i fir' .;�..: `\,� i'• `,i Ji. ��.� �1 ���`1 x�_ y f----r— ` 1 105 j n5•� TorAL LrEcuu Iyoc''J COMMERCIAL DIVISION 7-3-02 Town of South Windsor Michelle Lipe 1540 Sullivan Ave. S. Windsor, CT 06074 Dear Michelle, This letter is in regard to our phone conversation the other day. I'm requesting release of both bonds totaling $6,000 for Nutmeg Rd. South LLC (Total Fitness Building) at 274 Nutmeg Rd. South. I will call you after 1 bush and I small tree are replaced by Kasheta Farms. Sincerely, U a�� Jon Valles President E EIVE JUL 82002 SOUTH WINUSOR PLANNING o�PT, NUTMEG ROAD SOUTH•SOUTH WINDSOR, CT 06074.888.314.4452•fax 860.291.9952 www.totalfitnessequipment.com SDyi N Sir,` s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soa•co�'�� AREA CODE 860 /644-2511 August 2, 2002 Mr John Valles, President Total Fitness 274 Nutmeg Road South South Windsor, CT 06074 Re: Appl#01-09P, Total Fitness Dear Mr. Valles: This is to advise you that the Planning and Zoning Commission voted on July 30, 2002, to release the landscaping bond in the amount of $3,000.00 and the erosion and sediment bond in the amount of $3,000.00 for the above-referenced project. Advance arrangements should be made to pick up the bonds to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer MAP C1� BOND RELEASE TRANSMITTAL - DATE: 1 .2 o APPLICANT NAME Raa J SOJt!3 L ADDRESS Ton Ya 11tS Jr, PROJECT LOCATION/ADDRESS ;)1Lt P Q:�j 52 LOT ©I-(!9q � P&Z OR IWA/CC APPLICATION NUMBER SUB ACCOUNT NUMBER ORIGINAL BOND AMOUNT OdU . 4, Please release the bond indicated above as all of the required work has been completed. NAME DATE 44- $ y 0 Z By CHECK # ISSUED DATE �aZy C%Docmnents and Semngs\Adtnuusuator\Locu1 Senuigs,TemWBOND RELEASE TRANSAIITCAL OR: IAOc J> \ Ak{ 'ft Wvp y r'r � i 6 ¢ t 7I fJ � Mllll 4 ,w � t 7 i V t t hi k 4�' SPECiFICATiONS • HOUSING—Rugged,lightweight,corrosion-resistant cast aluminum housing.AD external hardware Is stainless steel. Standard finish is dark bronze baked enamel.Eleven architectural colors are available as options. TW 0 OPTICS—Reflector is specular anodized aluminum. 7�/�00/ Refractor is prismatic borosilicate glass.Lens is sealed and ed to inhibit the entrance of outside contaminants. Medium 150/200� Medium base porcelain lampholder for 70-150W.Mogul base for 200W. • BALLAST-High power factor. HIGH PRESSURE • INSTALLATION—Accommodates back and top wiring. SODIUM Feed-tNu wiring achieved by using a condulet tee.Mounts on any flat surface. • LISTING—U.L listed for wet locations. 16'/•" 8^ I—40.96cm 20.32cm TI 39.21cm 8 to 25 Ft.Mounting Initial Lumens 6,300/9,500/16,000/22,000 ORDERING INFORMATION LLamp Life 24,000 Hrs. The luminaire catalog number guide below illustrates the variations available and establishes the components to build a catalog number for ordering purposes.To use,select the wattage,voltage and options for your requirements,then transfer the designations to the appropriate blocks.Accessories should be ordered as separate line items. TYPE- WATTAGE OPTIONS WATTS WEIGHT DESIGNATION✓ Ibs/kg HX-HPF BALLAST SUFFIX DESCRIPTION 70 22.5/10.2 703 ❑ —SF Single Fuse(120,277 volts)+ 100 22.8/10.3 100S ❑ —DF Double Fuse(208,240,480 volts)+ + 150 24.0/10.9 150S ❑ —TB Tapped ballast(120,208,240,& (120 VOLT ONLY)Reactor-HPF Ballast 277 volts)+ + 70 22.5/10.2 70SR ❑ —PE Photoelectric control(120,208, 100 22.8/10.3 100SR ❑ 240,&277 volts)+ 150 24.0/10.9 150SR ❑ —ORS Quartz Restrike System Auto-Regulator —EC Emergency Circuit 200 26.0/11.8 200E ❑ —TP Tamper proof screws —VG Polycarbonate Vandal Guard— —WG Wire Guard VOLTAGE -DMB Architectural Color,Medium Bronze —OCS Architectural Color,Sand Stone DESIGNATION✓ —DCB Architectural Color,Black 120 ❑ (Semi-Goss) (Not Available Reactor-HPF)208 ❑ —DCC Architectural Color,Capri Blue (Not Available Reactor-HPF)240 ❑ —DCA Architectural Color,AYlec Tan (Not Available Reactor-HPF)277• ❑ —DCX Architectural Color,Garnet (Not Available Reactor-HPF)480 ❑ —DCZ Architectural Color,Citation Gold —DCW Architectural Color,White 'Dual voltage 120/277 ballast. (Semi-Gloss) Leads for both voltages brought —DCG Architectural Color,Gray into wiring compartment. —DCO Architectural Color,Ocher —DCN Architectural Color,Natural Aluminum +For Reactor-HPF units,options available only in 120 volt. f+Not available Reactor-HPF units. 'Consu@ factory for use with lapped ballast. —Shipped as separate item. NOTE:For more details,see options and accessories sheet A-O!A. JOB NUMBER APPROVAL STAMP JOB NAME LOCATION FA 2/85 TW S 58'-- 77 TOTAL FITNESS 31' YOUR EQUIPMENT SOURCE 45' CORPORATE HEADQUARTERS 34' N T S N❑TESi 1, SIGN MADE OF BRONZE ALUMINUM WITH WHITE LETTERS, {? 2, SIGN IS DOUBLE FACED 3, LIGHTS LOCATED ON TOP (SHIELDED) P❑INTING DOWN ONTO SIGN, /171 SIGN DETAIL NUTMEG ROAD SOUTH LLC. u..u...w o...iti `nus uw.r.winwAw � � `IQ �� E74 NUT!£G ROAD SWTN RECEIVED TOWN OF SOUTH WINDSOR OCT 1 O 2001 STAFF SITE CHANGE FOR SITE & SUBDIVISION SOUTH WINDSOR PLANNING DEPT. GENERAL: CHANGE ORDER CONTACT PERSON Sncnp,ti O A Icicic� Phone No. Address y $ 5too< Piark. jr1P 4ef C T DiPO4 ? Site Name -TL)jaj F�jnp n) =nC - P&Z No. Owner 0LAmp , RrQA :SmAA L.LO Phone No. Da?g�_cl ftr- 103 Contractor Signature of Ownerq� Date: 1,nZZI 6 Signature of Design Engr. Date: G 1 11, <D CHANGE: (Describe location and nature of c ange. Include Four (4 ) copies of plan/profile of Change. ) Tn r.cQ rL 4%P ' r Reason for Change: (Why is change required) --TFut) gAiDA" un o ll Pilance. Aix 11b K tzf t'he bL I dA nq �rhr APPROVALS: (As Required) Dir. Of Planning." Date: Town Engineer 1 Date: Dir. of Public Wor s Date: Other: Date: STAFF COMMENTS: L CT 11 2pal t1v_SOlLTH� GINFER ,GR ING D EPT. White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE &k'#UBDIVISION .GENERAL: ;I CHANGE ORDER CONTACT PERSON Phone No. �-- Address gIMMA ' Site Name VbtMMWA IW v. P&Z No Owner VWM CC SWAW 1AUM. Phone No. ContractorAt Signature of Owner Date Signature Qf Design Engr.1 — Date: tl-Y �' GHAri10E': {Describe location and na ture A change., - Include Four (4 ) copies of plan/profile of Change. ) Reason.-for ,Change: (Whyr change. requiredla f, APPROVALS: {AS Re nixed Di :0'=f Planning Dates N" ids Town E.Ygilieer" Date: Dir.. of Public s Date: Ok�er: Date: STAF'3F NT.S e i White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 04/17/2001 15:49 8606447280 SOUTH WINDSOR PAGE 02/02 0/- TOWN OF SOUTH WINDSOR SURETY FORM PUBLIC IMPROVEMENTS/LANDSCAPING/EROSION CONTROL/SITE BONDS Project: 1 04—d S (rrY�DJY'1}c �ttid/ yN►' rS -P "II I, this day,deposited-with the Town of South Windsor, a check in the name of the Town of South Windsor in the amouni of$ as surety to secure the perfoxnnaace by of certain subdivision/erosion control/landscaping/site requirements in the construction of ,t- I (Application Nacre,Aadress,Phone) Prepared By: (Design Firm,Map references, commission approval dates) q ,�,�FFq, � It is a condition of the'surety that: a) If such performance is not completed to the satisfaction of the Town.of South Windsor,then said town will be entitled to have any and all required work properly completed and will be entitled to withdraw funds sufficient to cover the cost thereof b) If and when such performance is to the satisfaction of the town,the town will return to ' ,j VA I I:s -the balance of the funds remaining together with a release of all right that the town may have. c) That the amouht of the bond be forfeited to the Town of South Windsor if all improvements subject thereto'have not been completed to the satisfaction of the Town within five years from the date of approval. The Town of South Windsor will use the forfeited funds to complete the rejT.idw �i Signed __Print Name ���� � t• � IN WITNESS WkIEREOF, has caused this instrument to be executed by this day of 72000. TOWN USE ONLY Received By _ Date Sub account # W9 For-in submitted Released on 813100 3-If MIT- TOWN 01+ OUTH WINDSOR : STAFF` SITE`CHANGE FOR SITE & `SUBDIVISION GENERAL: _ CHANGE ORDER CONTACT PERSON c �+s�: . 1," , :AItie n Phone No. VA tag!"!.*1`.;°5+�� Address 4$ Mock PI ul- dandit4V e-M 06040 Site Name -Tbloj )44rfes-b 4 11'hievas "Toren P&Z No. Owner 1tM�aH L Phone No. TOO. 103 Contractor Signature of Owner Date: / Signature of Design .Engr. Date: G _ CHANGE: (Describe location and 'nature of change.- Include Four (4 ) copies of plan/profile of Change. ) "To o an i �►tr� Rea son for Chan�= (Why change required) 'J td# =4 APPROVALS (As R quired) Dir. Of Planning Date �V/1. � Town Engineer Date,: Dir. of .Public .Works Date`: Other: Date STAFF COMMENTS: White Town Engineer Yellow Applicant Pink Director of Planning 'Goldenrod - Engineering .Depa.rtment RECEIVED TOWN OF SOUTH WINDSOR DEC ds ZO1Z STAFF SITE CHANGE FOR SITE & SUBDIVISION � DEPT CHANGE ORDER CONTACT PERSON ,-�bly I/.4a6L s Phone No. &0 -270 ) Z2, Address/ /yurMezr 464io S<9477-/ a v 1' Site Name 4 _ F SS ENT- P&Z No. Owner 6,ti., �f a Phone No. 860 2TO -8&yZ yZ2 Contractor W4 Signature of Owner Date: /2161/7_ Signature of Design Engr. WA Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) loon sq.Fr. A!-,- 22`f NuT-Mccr ,Pb" da(TH k/A4S 4PPQbV&Q Foe- (A SC- AS A Wgn : l tibr 19A-I N f N(r FAci Ltd Y rr is LUw 2,-I N&- tic - (fie pZs � _Foil. A PflZoNAL FACT LIrY NaT Li m T 12e1T LU N(A- b``I L.Y Reason for Change: (Why is change required) B�ISINESS C9PPd�TGNt�, APPROVALS: (As Required) Dir.. Of Planning Date: /i//o I f L Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: e = Nord s�✓ice l _�''� White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department o �- o � � tOW N se4 sloam V&U&ot w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 R'c° TELEPHONE (860) 644 2511 July 29,2013 Total Fitness Equipment Attn: Jon Valles, Manager 274 Nutmeg Road South Windsor, CT 06074 RE: 274 Nutmeg Road Approval to use a private meter Dear Mr. Valles: The South Windsor Water Pollution Control Authority, at its regular meeting of July 9, 2013, approved the use of a private water meter for the lawn sprinkler system at 274 Nutmeg Road, South Windsor, CT, which may be used to measure the amount of water that is not discharged to the sewer. This figure will be subtracted from the water company's consumption report to indirectly measure the sewer discharge and will serve as the basis for calculating a sewer user charge, and is subject to the following conditions: 1. Town must inspect and approve meter installations, meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 2. Applicant needs to read these meters not less that once a month,maintain a log of meter readings, have the meters maintained, and make sure they are accurately recording flow. 3. The applicant shall allow the Town to inspect meter log following reasonable notice. 4. The applicant shall submit to the Town in January of each year a written meter report on company letterhead for the proceeding calendar year. Very truly yours, c-- i 'chard Aries, Chairman Water Pollution Control Authority RA:ead cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer ✓Michelle Lipe, Town Planner Chris Dougan, Chief Building Inspector