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HomeMy WebLinkAboutTOSW Community Center 'i OWN OF SOUTH PLANNING AND WZONING ' CONNECTICUT A COMMISSION �oSOo�� `ORM R.� APPLICATION Application No. : * Date Received: Action/Public Hearing by: Receipt No. : r APPLICANT.: Town of So uth Windsor - Publ i c Bui 1 d�n� C `'ommission � ADDRESS: 15�Oqullivan Avenue, South W' i ndsor TELEPHONE: OWNER OF RECORD ON LAND RECORDS: 644-2511 Town - South South Windsor ADDRESS: Nevers Road COMPLETE LOCATION OF PROPERTY: Nevers Road Park locat Nevers Road and east of the exist in Hi h School entrance ZONE: RR NAME, ADDRESS, & TELEPHONE NUMBER 0 DIRECTED: F PERSON TO WHOM INQUIRIES SH OULD BE Mr. Bruce Kello Jeter, Cook & Je son Ar chitects, Inc. 450 Church Street Hartford CT 06103 THIS APPLICATION IS FOR: T-ELEPHONE: 241-9226 (Check one of the following) 1 - Zone Change to (Public Hearing required) . 2. Subdivision . 3• Open Space Subdivision (Public Hearing required) . ' —._ 4. Resubd-ivision (Public Hearing required) , -- S• Special Exception to Article (Public Hearing Required) , - 6• Site Plan of Development.p nt. 7• Earth Filling (Public Hearing Required) . 101 and/or Earth Remova g Required) . 1 [Section 9] 8. General Plan of Development. — 9• Regulation Amendment: Zoning Subdivision _10. Other (explain in detail CONSULT PLANNING DEPARTMENT FOR I SIGNED BY THE APPLICANT AND OWN FEE SCHEDULE. THIS APPLICATI TRIPLI TE WITH ALL MAPS AND ER OF THE PROPERTY AND SUBMITTED MUST BE DOCUMENTS REQ IRED ON ATTACH D CH IN ECKLIST. . Applicant � Owner u �~ TOWN OF SOUTH WINDSOR CHECKLIST ; REQUIRED INFORMATION y�lam SITE PLANS :, 1�0 1 APPLICANT Town of South Windsor, Public Building Commission PROJECT NAME South Windsor Community Center This checklist must be signed b that all required information is provided parer (P.E. /L.S. ) declaring all applications; items P 8-11 required where appro riatere required for Check mark for each item supplies . � 1 • On each sheet for plans or maps, title block with the following information: r a• Name, address and telephone o P f applicant. b• Name, address and telephone number umber of Land Surveyor or Professional Engineer. 633-0201 C. Name of Development. d• Date when drawings were mad e. 2 • Key Map: An overall map drawn to a scale of 1 inch feet, which can be used as an overlay on Metropolitans 200 District Maps . This map will show the overall design of the Development and surrounding property within 500feet. See attached a. Data block which gives needed zoning information su sheet as percentage of lot coverage, acreage of tract, ch / number of apartment units, parking requirements, etc. b. Layout of buildings g C. Layout of streets and parking. —� d. Lines indicating proposed drains direction arrows . drainage system with � e. Lines indicating sanita arrows . rY sewer system with direction --�- f . Names of surrounding property owners. — 8 g. Proposed open spaces and d recreation areas. h. Driveway cuts on surrounding properties. i 3 . Architectural Elevations: Plans of the proposed buildings drawn to -a scale of 1/8" = 1' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. Architect's seal on elevations for buildings in excess 5000 square feet (per CGS Chapter 390) . of 4 . Plot Plan: A layout ma of the ro osed site wn to a scale of 1 inch equals 40 feet on either of the ra following g size sheets : ( ) 24 X 36 with a 3/4 ruled margin; ( 2) 18" X 24" with a 1/2" ruled margin, containing the following data: sec fi''p'w S"�'�%�,�'� a. Distance and bearings of all boundarylines and acreage of site. Iron pins required at all property angle points and shown on map. L/ b. Proposed streets and street lines with car ;j-n6 / sty. hs, cure a, and parking spaces . y 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 see A � e. Easements noting g grantors, grantees, and ,purpose. V f . Names of abutting property owners . n 5P,e_,+9-a2' 9. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. N/T h. All open space or other common or public land uses shall be indicated. i• A-2 cation .E L (�P / eal. 5 . Topographic Map: A ma drawn awn 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 existingand proposed p p buildings . b. Curb lines and pavement width sidewalk s . - C. Existing and proposed sanitary sewers . d. Existing and proposed water and gas main systems . _ e. Present wooded area indicated by foliage lines . Any individual 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 f loodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes . (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) - - i. Connections of all springs into proposed storm drainage system as needed. J . Location and indications of existing brook channels, and 100-year flood limits . ✓ k. A-2 Certification; .E /L.S, Seal. ✓ 6 . Landscaping plan. V 7 . Drainage calculations - Zero Runoff Increase per attached guidelines . 8 . Traffic report. 9 . Plans and Profiles: A plan and profi a of the proposed streets dra on plan/profile paper f scales 1 inch to 40 feet horizont lly, and 1 inch to 4 eet vertically on sheets not exc eding 24 inches by 6 inches, including ruled margins a containing the ollowing: a. Layout of stre is in sectio s coordinated by stations with the prof it . b. Street plan showin roa ays and drainage. c. Sight line at drivew & street intersections . d. Profile of roadway ow' g existing and finished grades . Roadway ofile ill show all tangent grade and all vertical urve in ation. e. Profile will s ow all catch b ins and all drainag lines betw a catch basins with all invert and top of frame eleva ions . Drainag lines will be shown and i described as to material. f . Where any storm drainage line dis harges into an existing brook sufficient profil of this brook will be shown o determine conditions . g. Metropolita District Commissio datum shall be used on all sites ccessible to the controls . The Town Engineer shal based on stand rd engineering practices, det ine the acces ibility of these controls . h. Profiles shall sh w all sani ary sewer lines and manholes, includi elevatio s, sizes, lengths, and slopes of pipes. op of fo ndation elevations for building shall be s own. 10 . Open Space Site Im roveme t P ans: For sites which require or include a pro vi io for open spaces, a plan which contains data for si a improvement may be required. This map shall be drawn to scale of 1 inch equals 40 feet. 11 . Sanitary Report: Where in iv'dual sanitary sewage disposal systems are prop sed the final plans shall include a Sanitary Report cert' fied by a Professional Engineer. The report sh 11 de onstrate the feasibility of the proposed individual ystems the report should deal with the area as a whol , discu ing the following points: a. General nature and developmen of surrounding area. b. Topography and na ural drainag pattern. C. Subsurface condi ions as shown subsurface investigation, i cluding soil ab orption characteristics ground water le el conditions, ledge rock, and gene r 1 nature of soil. d. General descr' tion of type of dev lopment contemplated. e. Detailed de ription of proposed sanitary sewage disposal fa ilities', indicating size for various ground con itions, materials to be u d, and the general 1 out pattern to be used, et . f . Special recautions that may be necess zY to provid proper functioning of the proposed disp sal systems. g. Map of -general ar a with locations of all tests shown �. on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers. i. Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this application at the time of submission. - Z ��- go PREPARE . /L.S. ) DATE ��MMfNryfry•� November, 1987 o�'dj CON ., C-3.;0 IPA 4M No 12254 ' I'y�,/I�O,NA L•�,��{, ► e ZONING DATA BLOCK % Building Coverage 41% Acreage of Tract See "A-2" Number of Units 1 Structure Parking Requiements 84 Required - 89 Provided 6 TOWN OF SODTS WINDSOR FIST REQUIRED IPFORNATION SITE PLANS APPLICANT PROJECT NAME This ch cklist 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 supplies . 1 . On each sheet for plans or maps, title block with th following information: a. Name, address and tqlevhgne of applicant. Name, add r 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 quals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within-- 0_f„�eet. Data block which gives needed, zoning information such i as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, Let_q). 0,,, . d r ` Li;`t,L ti�•C ? L L'11-� b. Layout of buildings . c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. e. Lines indicating sanitary sewer system with direction arrows. f/. Names of surrounding property owners. g. Proposed op n spac s and r cr ation areas. hDriveway cuts on surrounding prop rties. , � 3 . Architectural Elevations: Plans of the proposed buildings drawn to a scale of 1 8" = V - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. Architect' s seal on elevations for buildings in excess of 5000 square feet (per CGS Chapter 390) . 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 stations, curve data, and parking spaces. �. Building lines in accordance with zoning regulations. Proposed buildings and other structures, including signs, outside li hting, and dumpsters (on concrete pad and screene ) e. Easements, noting grantors, grantees, and ,purpose. l� 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. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E. /L.S. Seal. 5 , Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the. requirements of the plot plans show the following: a. All existing and proposed buildings. _ b. Curb lines and pav m nt width, sidewalks. C. Existing and sanitary sewers . proposed rY d. Existing and proposed water and gas main systems . e. Present wooded area indicated by foliage lines . Any individual 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 f loodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lin s shall be 15 inches. ) i. Connections of all springs into proposed storm drainage system as needed. J . Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E. /L.S, Seal. 6 . Landscaping lan. 7 . Drainage calculations - Zero Runoff Increase per attached guidelines. 8 . Traffic report. 9 . Plans and Profiles: A plan and profile of the propos d 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 and drainage. 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. Profil will show all catch basins and all drainag lin s b twe n catch basins with all invert and top of frame el vations. Drainage lines will b shown and described as to material . f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions . g. Metropolitan District Commission 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, 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; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers. i. Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this application at the time of submission. PLAN PREPARER (P.E. L.S. ) DATE November, 1987 Jeter Hartford Church Street 1 Letter of Hartford Connecticut 06103 Transmittal Cook& 203 247-9226 Je son PArchitects, Inc. Date M11 � L�11 4� Project ��-� • L� / Project No. w "OV\ We are sending you These are transmitted as checked or noted below,if enclosures are not as noted,kindly notify us. Herewith ❑ Specifications ❑ (1)as requested ❑ (6)amend as noted and resubmit ❑ Under separate cover ❑ Samples e(3) for approval El (7)rejected �� El Shop drawings for your record L�Prints ❑ Other El (4)no exceptions taken ❑ Copy of letter ❑ (5)amend as noted Quantity Document Dated Description Reason designation Remarks RECEIVED MAY 21 1&% S" WlNDSDR PLvyNNG DFPL By 44 VU, Copy to MOFFITT AND DUFFY, INC. CONSULTING ENGINEERS 178 OAKWOOD DRIVE RICHARD L.MOFFITT,P.E. GLASTONBURY,CONNECTICUT 06033 AREA CODE 203 JOHN B.DUFFY,P E 633-0201 June 4, 1990 Ms. Marsha Bannick Town Planner Town of South Windsor RECEIVED 1540 Sullivan Avenue South Windsor, CT 06074 JUN 11 1990 Re: Community Center Site Plan SRO. WINDSOR PLANNING DEPL M&D Project #291 Dear Marsha: w In regard to our recent meeting and telephone conversation concerning the community center layout, 3 would like to clarify our position. We will be using the A-2 supplied by the Town of South Windsor to meet our site plan requirements. Since descrepancies appear to exist between our field information and the above mentioned A-2, we will not be certifying any portion of the site plan for compliance to State of Connecticut Land Surveying requirements other than the existing contours and physical features. Please note that we have tied into three monuments adjacent to this site. These monuments will be referenced on our site plans and used to layout the building, parking, and appurtenances. We will be using a 50-foot buffer along the North side of this parcel. This buffer will be used for landscaping and plantings. I understand that setbacks along Nevers Road Right-of-Way will not be required and that parking or parking access could be planned adjacent to the Right-of-Way. Also, it appears that a 4 ' sidewalk will be required along Nevers Road inside the road Right-of-Way. We may have difficulties with the separation between the proposed ballfield and the rear access to the community center. After reviewing the additional requested information on the exact placement of the ballpark fence and the limits of the fill, we will contact you if conflicts are still apparent. I also understand that detention may not be required for onsite runoff. This will be dependent on additional drainage calculations. Additionally, we may use some of the field to the South of our site for required parking Please contact me if any of these plans would be in conflict with the town's plans. Thank you very much for your time. Very truly yours, 04'r, ADJ:reb Alan D. Jacobson Project Engineer cc: Bruce Kellogg Jeter, Cook & Jepson Architects DRAINAGE REPORT SOUTH WINDSOR COMMUNITY CENTER J rt SUBMITTED TO: MR. JERRY C. IAZZETTA, P.E. TOWN ENGINEER TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 JUNE 18, 1990 MOFFITT AND DUFFY, INC CONSULTING ENGINEERS GLASTONBURY, CONNECTICUT MOFFITT AND DUFFY, INC. CONSULTING ENGINEERS 178 OAKWOOD DRIVE RICHARD L.MOFFITT,P.E. GLASTONBURY,CONNECTICUT 06033 AREA CODE gal JOHN B.DUFFY,P.E. 633-0201 June 18, 1990 Mr. Jerry C. Iazzetta, P.E. Town Engineer Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Re: Drainage Report - South Windsor Community Center M&D #291-1 Dear Mr. Iazetta: Enclosed is our Drainage Report for the South Windsor Community Center project on Nevers Road. We have analyzed the site for both pre- and post-development flows under 2, 10, 25, and 100 year storms. The drainage system has been sized for a 10-year storm. The peak runoff for a 10-year storm at the point of discharge from the site is 28 cfs for the pre-development flow and 29 cfs for the post-development flow. The reason these flows are comparatively close is that much of the pre-development area is cropland which when matted has a high runoff coefficient. Howeer, since Plum Gulley Brook peaks later than the runoff from our project, the time of peak flow for the brook should be used as the basis for evaluating pre- vs. post-runoff from the site. Based on the hydrographs developed for the high school project these runoff flows for the 25-year storm can be totalled as follows. Pre Post Time of Peak Runoff (of brook) 14. 0 14. 0 Runoff - Brook 203 203 - Site 6 5 Total 209 208 Mr. Jerry C. Iazzetta, P.E. Town Engineer Town Hall 1540 Sullivan Avenue South Windsor, CT -2- June 18, 1990 From the above, it can be stated that under proposed conditions the flow from the site will reach the brook more quickly than the upstream pre-development flow to the brook. Therefore the combination of brook and site flows will be less under post development conditions than under pre-development conditions. p� C�NNFC Very truly yours, ohn B. Du f .E. No 12254 Project Manager d�F'•C�CENS�O .` JBD:reb `�s/QNAL ��� NNNMMMM -- MOFFITT AND DUFFY, INC. CONSULTING ENGINEERS AND LAND SURVEYORS TABLE OF CONTENTS SECTION SUMMARY LETTER I INTRODUCTION II PROPOSED PLAN III METHOD OF ANALYSIS APPENDIX A DRAINAGE MAP B PRE-DEVELOPMENT TR-55 COMPUTATIONS 10, 21 25, 100 Year C POST-DEVELOPMENT TR-55 COMPUTATIONS 10, 21 25, 100 Year D HYDROGRAPHS E PIPE SIZING COMPUTATIONS SECTION I INTRODUCTION INTRODUCTION The South Windsor Community Center consists of a one-story building with a 21, 000 sf footprint located on approximately 51 acres on Nevers Road. The site is due east of the South Windsor High School on the opposite side of Nevers Road. A town ballfield is presently being constructed to the east of the project. The property is also bounded by private property to the north used in part for crop development and to the south by other town lands to be used for future town needs. There are some tree clusters on site but most of the area is currently meadow and farmland. The topographic relief is from east to west and averages about 4%. Plum Gulley Brook parallels Nevers Road on its West side and drains to the south. The soils consist primarily of Narragansett and Enfield silt loams with a zone of Manchester gravelly, sandy loam in the area of the building and parking. Absorbtion of runoff into the ground should be high. There are a series of catch basins on Nevers Road in the vicinity of the site. The two to the north discharge through a 15" pipe to Plum Gulley Brook. The three to the south are all connected and also discharge westerly through a 15" RCP to the brook. SECTION II PROPOSED PLAN PROPOSED PLAN There is a large off-site hay and meadow area to the northeast draining onto the site. This runoff from this area will be routed in a stone channel to the north of the building location and into a shallow pond on the northwest corner of the site. The overflow of this pond will be directed into the drainage system of the parking/road area. This pond will have a crushed stone cover to allow absorbtion of a significant amount of the runoff into the naturally permeable soils in the area. The drainage system collecting the roof, roadway and parking runoff will transport the flow to the southwest corner of the property and into the existing drainage system discharging into Plum Gulley Brook. SECTION III METHOD OF ANALYSIS METHOD OF ANALYSIS A drainage map (Appendix A) was prepared presenting the watershed boundaries. Indicated on this drawing are the soil types from the SCS maps, contours from the town mapping and most on-site contours from the field survey. A weighted CN value, the time of concentration and the runoff were calculated based on the SCS TR 55 methodology. Pipe System After the layout of the roadway and drainage system, the drainage map was utilized for sizing the piping system and developing post-development flows. Individual catchment areas w re defined for each catch basin or other inlet. Then in similar fashion to existing conditions, a weighted CN was developed for each catchment area under proposed conditions. The time of concentration to each structure was computed and the runoff calculated. At this point all pipe sizes and slopes were established to provide the required capacity APPENDIX A DRAINAGE MAP APPENDIX B PRE-DEVELOPMENT TR-55 COMPUTATIONS _ _ TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 1 _ Project : SOUTH WINDSOR COMMUNITY CENTER County : HARTFORD State: CT Checked : Date: _ Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS Subarea : 1 Hy�,oloqic Soil Group — COVER DESCRIPTION A B C D Ac�es (C�> — CULTIVATED AGRICULTUF--F*-*-5L Small grain Contoured (C) qood 2, 13(61 ) 8.3�(73) - - _ OTHER AGRICULTURAL LANDS Pasture, grassland or range qood - 18.�(61 ) - - _ Total Area ( by Hvdroloqic Soil Group) — SUBAREA: 1 TOTAL DRAINAGE AREA: 28.86 Acres 6-- IGHTED CURVE NUMBER:64 _ ' _ � _ _ � _ _ _ _ _ TR-55 Tc and Tt THRU SUBAREA COMPUTATJON VERSION 1 . 1� _ Project : SOUTH WINDSOR COMMUNITY CENTER User: K.R . Date: County : HARTFORD State: CT Chec�ec1 : Date: — Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS -------------------------------- Subarea #1 - 1 ----------------------------- _ Flow Type 2 year Lenqth Slope Surface n Area Wo Vel cc:itv Tin rain ( ft) ( ft./ft) code (sq/ft) Sheet — Sha1low Concent' d Shallow Concent' d 1200 Time of Concentration --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentreted --- _ ' B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved — E Grass-Range, Short _ _ _ _ _ _ _ -- _ _ _ _ TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 1 _ Project : SOUTH WIN�SOR COMMUNITY CENTER User: K.R. Date: 06-11-c _ County : HARTFORD St-ate: CT Checked : Date: Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS Total watershed area: 0.045 sq mi Rainfall type: III Frequency: 10 years - -------------------------- Subareas -------------------------- 1 Area(sq mi ) 0.05* _ Rain+all ( in 4.7' Curve number 64* Runoff ( in ) 1.39 Tc ( hrs) 0.35 - (Used ) 0.30 TimeToOutlet 0.00 Ia/P 0.24 _ ' Time Total ------------- Subarea Contribution to Total Flow (cfs) ---------- ( hr) Flow 1 _ 11 .0 1 1 11 .3 1 1 11 .6 1 1 ' - 11 .9 2 2 12.0 3 3 12. 1 6 6 _ 12.2 12 12 12.3 22 22 � 12.4 28P '- 12. 5 27 27 12.6 23 23 12.7 18 18 - 12.8 14 14 13.0 9 9 13.2 7 7 _ 13.4 5 5 13.8 5 5 4 4 14.3 4 4 14.6 4 4 - 15.0 3 3 15. 5 3 3 16.0 2 2 - 16. 5 2 2 17.0 2 2 17. 5 2 2 -- 18.0 1 1 19.0 1 1 20 .0 1 1 26.0 0 0 o _ orn / rq�� +-�� Tp-== =�/=+�~ -=/+irp� _ TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 _ 'oject : SOUTH WINDSOR COMMUNITY CENTER User: K.R. Date: 06-l1-90 L_ounty : HARTFORD State: CT Checked : Date: Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS _ ztal watershed area: 0.045 sq mi Rainfall type: III Frequency: 2 years -------------------------- Subareas -------------------------- -- 1 rea(sq mi ) 0.05* Rainfall ( in ) 3.2 Curve number 64* _tnoff ( in ) 0. 56 . c ( hrs) 0.35 (Used ) -imeToOutlet 0.00 a/P 0.35 �ime Total ------------- Subarea Con�tribution to Total Flow (cfs) ------------ hr) Flow 1 1 .3 0 0 1 .6 0 0 11 .9 0 0 Z.1 1 1 12.2 3 3 12.3 7 7 .2.4 9P 9P 12. 5 9 9 -Z.6 8 8 2.7 7 7 12.8 5 5 4 4 3.2 3 3 .13.4 2 2 _ 3.6 2 2 -3.8 2 2 14.0 2 2 2 2 4.6 � 2 15.0 2 2 A-5. 5 1 1 6.0 1 1 16. 5 1 1 7.0 1 1 7. 5 1 1 18.0 1 1 ~~9.0 1 1 0.0 1 1 22.0 0 0 26.0 0 0 . - Peak Flow * - value(s) provided from TR-55 system routines _ _ TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 _ Project : SOUTH WINDSOR COMMUNITY CENTER User: K.R. Date: 06-11-90 County : HARTFORD State: CT Checked: Date: -�' Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS Total watershed area: 0.045 sq mi Rainfall type: III Frequency: 25 years ' __________________________ Subareas ` 1 Aree(sq mi ) 0.05* Rainfall ( in) 5.5 -- Curve number 64* Runoff ( in ) 1 .91 Tc ( hrs) 0.35 - (Used ) 0.30 TimeToOutlet 0.00 Ia/P 0.20 - Time Total ------------- Subarea Contribution to Total Flow (cfs) -----------' (hr) Flow 1 11 .0 1 1 11 .3 1 1 11 .6 2 2 -_ 11 .9 4 4 12.0 6 6 12. 1 10 10 ^ 12.2 is 18 ` 12.3 32 32 12.4 40P 40P - 12.5 38 38 12.6 31 31 12.7 25 25 12.8 19 19 13.0 11 11 ' 13.2 9 9 13.4 7 7 _ 13.6 6 6 13.8 6 6 - 14.0 6 6 14.3 5 5 14.6 5 5 ' . 15.0 4 4 -- 15.5 4 4 ' 16.0 3 3 - 16.5 3 3 17.0 2 2 . 17. 5 2 2 18.0 2 2 19.0 2 2 20.0 1 1 22.0 1 1 . . P - Peak Flow * - value(s) provided from TR-55 system routines -- ' '' _ TR-55 VERSI TABULAR DISCHARGE METHOD ON 1 . 11 _ roject : SOUTH WINDSOR COMMUNITY CENTER User: Date: 06-11-90 Lounty : HARTFORD State: CT Checked : Date: Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS . otal watershed area: 0.045 sq mi Rainfall type: III requency: 50 years -------------------------- Subareas -------------------------- -- 1 rea(sq mi ) 0.05* Rainfall ( in ) 6.2 r-iurve number 64* unoff ( in ) 2.41 C. ( hrs) 0.35 (Used ) 0.30 -imeToOutlet 0.00 a/P 0. 18 �ime Total ------------- Subarea Contribution to Total F.ow (cfs ) ------------ hr) Flow 1 2 2 1 .3 2 2 ^1 .6 3 3 11 .9 6 6 9 2. 1 14 14 12.2 25 25 �2.3 42 42 �2.4 51P 51P 12. 5 48 48 -2.6 39 39 2.7 31 31 12.8 23 23 -�-3.0 14 14 3.2 11 11 13. 4 9 9 _ 3.6 8 8 �3.8 7 7 14.0 7 7 -4.3 6 6 4.6 6 6 15.0 5 5 -' 5. 5 4 4 6.0 4 4 _16. 5 3 3 7.0 3 3 7. '5 3 3 l8.0 2 2 -9.0 2 2 0.0 2 2 22.0 1 1 -'16.0 0 0 . - Peak Flow * - value(s) provided from TR-55 system routines _ _ TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 _ [ 'oject : SOUTH WINDSOR COMMUNITY CENTER User: K.R. Date: 06-11-90 Luunty : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CONDTIONS _ ' Aal watershed area: 0.045 sq mi Rainfall type: III Frequency: 100 years -------------------------- Subareas -------------------------- -- 1 � 'ea(sq mi ) 0.05* Rainfall ( in ) 6.9 Qvrve number 64* ; tnoff ( in ) 2.93 (Used ) 0.30 — meToOutlet 0.00 I/P 0. 16 ��me Total ------------- Subarea Contribution to Total Flow (cfs) ------------ ir ) Flow 1 11 .0 2 2 . ' .6 4 4 11 .9 8 8 ��.0 12 12 . 2. 1 19 19 12.2 32 32 � � 12.3 53 53 ' ^�.4 63P 63P 12. 5 58 58 -�.6 48 48 2.7 38 38 12.8 28 28 -7..0 17 17 13 �J.4 10 10 _ :..6 9 9 -�.8 9 9 14.0 8 8 7 7 t.6 7 7 l5.0 6 6 Lri. 5 5 5 ,.0 4 4 16. 5 4 4 . '. 5 3 3 18.0 3 3 -7.0 2 2 � ).0 2 2 22.0 2 2 26.0 0 0 \ - Peak Flow * - value(s) provided from TR-55 system routines _ APPENDIX C POST-DEVELOPMENT TR-55 COMPUTATIONS _ _ � 00-55 CURVE NUMBEF, COMPUT,�*,TIOM VEP-ElE-!N 1 . 1l _ Project : 5OUT11 WIND R [OMMUMITY f.-,ENTER User: AD'J - Countv : HARTFORD State: CT Checked : Data: Subtitle: POSTDEVELOPMENT RUNOFF CONDTIUNS Subarea : 1 - Hvdrolonic 50il G,oup CO»ER DEisCplPTlF)N .....�.....�............. � _�� ���������������� �� � �� _���_� � _�� FULL/ DEVELOPED if?q E-H+a rD, ) Impervious Areas _ Paved parkinq lots, roo (Irzvew -.F-. OTHER AGRICULTURAL LANDS - Pasture, grassland or ranqe qood - .41 (W ) - - " _ Total Area ( b^ Hvdroloqic Soil Group) .62 ==== _ SUBAREA: 1 TOTAL DRAIN(AGE AREA: .62 ff::crss WEIGHTED CURwE �� /wBER:74 ' � _ _ _ _ _ -- _ - _ TR-5 5 CURVE NUMBER Ct:11''P IT"Wr I u\i VER S 1 ON I . I. Fran i ec_t : Si7U T H W I NE-SOF" COMMUN I TY CEr l**FEi U=-er : ADj , t--; - County : HARTFORD State: CT Checked : _ Date: Su b t i t 1 e: POSTDEVELO PMENT RUNOFF CONDT I ONS Subarea : 2 --------------------------------------------------------------------------------- I+Ydroloq.ic So .1 Group FULLY''r TiEVF}._f_iPF,ri URBAN r F:E11- (van, F_=t=���„ 1 Open space (Lawns., parks etc . j Good condition ; Qr.ass cover i ._:. - . it_!; A,i ! - ImpervioUs areas Fz ved parking lots, roofs, driveways - .08( 98) - -f o t:a 1 i !'"e:. ► by H yd ro j.i_q 4 C So^1 G roU^) . 53 -------------------------------------------------------------------------------.. SUB�;RE;: 21 TOTAL DRAINAGE ARE . . 59 Acres WEIGHTED 1.-1 1PVE Nl_M-E R:6 _ _ TR-55 CURVE NU118ER COMPUTATION VERSION 1 . 1 _ Project : SOUTH WINDSOR COMMUNITY CENTER User: AD'J Date: 06-1L-9, _ Countv : HARTFORD S�ate: CT Checked : Date: Subtitle: P3STDEVELOPMENT RUNOFF CONDTIONS Subarea : 3 — Hvdrolopic Soil Group ER DESCRlpTlDN B C D Acres (OW, FULLY DEYE; JPED URB 1, Veq Estab. ) Impervious Areas Paved par'inq 1ots, roo+s, driveways _ OTHER AGRIC dLTURAL LANDS — Pasture, grassland or ranqe good - 9.84(61 ) - - , _ Total Area by Hydroloqic Soi1 Group) 10. 1 ==== _ SUBAREA: 3 TOTAL DRAINAGE AREA: 10. 17 Acres WEIGHTED CURVE NUMBER:62 _ _ _ _ ' _ _ _ _ - _ _ _ _ ~ _ _ _ _ ^ '-..........------------------------------------------------------------------------- — D8�NI�UQ _ ==== Th^ (CJno-AS I 'ToS xTfIoIo.Jpi'll Aq ) eeJ e ol _ poob (3) paAno�uo3 uTe�b llemS OTlAA11-03 - - � T ^ ss� Ab xLo���puoz pooS -- ( ' z e s::-I-,,e sume ezeC!s uedO 1 C!E;1.sji oa« / ky 1E)I`1 Nky9&1O (:,f A.���� `,J Eno''4 � 8 � 14GIlmi1.u]S3G H AoUa, l�o bol Low PAH -- ......... ...___________________________________________________________________________ 17 : ee.4eqnS SNOI ONO3 A AONF18 lN W6O-1 A OlSO6 :eI-4T-4qnS : p :De4] 13 :eA 1?-1S ».;uno3 -- 8231N233 A.lINOWWO] OSGN] M HlOOS : 4ze 6 _ � �lihLf i C. _ _ _ _ TK-55 CURVE NUMBER �gMPUT�TIOh '/ER�JON 1 . j � _ Pro.�ect : SOUTH W/NUGOR COMMUNlTY CEHTER User ADJ Counbv : HARTFORD State: CT Checked : 3ate: — Subt:1tle: POSTDEVELOPMENT RUNOFF CONvTIONS Subarea : 5 — H��droloc�c � z� l Groon C�VER D1 1 PT [Ow _ FbL AVELOPEf N RE�S Open soace (Lawns , parks etc . / CH 7,d conditi s cnve' ` 75� _ St,'eets and roa�s pavedv curbs and sForm sewers _ Tot Al. Area ( 11y HvdrTloqzc Soil Gr:0up) . 73 _ ==== 53U11 A itE04: 5 TOTAL DRAINA8F ARE FlGHrED �' �»E N�}MB�R:9'�' _ _ _ _ _ _ _ _ _ _ _ T FT [oP E NUmnEP nV.U '�^T ER To | I. _ Datei ob-l1-�' _ Countv : HARTFORD State: CT Checked : Fla tn: Subtitle, POSTDEVELOPMEuT RUNOFF CONDTIO�S Subarea 4 6 — Hvd ol -1:1i S(Iil f?r'v/n F� AKTCR Ti'?P � ... _ F .U." MI AL ['"OEE) i/RNAN ARF^)6 / '' en ki ^+IN , ' Impervic :E f:-�f'-eas P :^';a v.rn lots` rcn+s` dri,ewa� ~ _ OTI-4ER A��ICULTUR�L L�ND� �- Pasture, qrassland mr ranoe qood - 61 ) - - ` _ Tot*l A��a ( by %drAnnic 5ml GrouQ! ==== _ SUB14RFA AL DFA ['!AGE ARE!:.'.'-(: .93 Acrns WE [GHTED [URVE Nij V!BER:69 _ _ _ _ _ . � _ _ _ _ TR-55 GUPV rZ N1 A116Ep CQ 11F 1 '4 1 _ ect : 3JUTH wlf/D6C?F? COMMUNITV CE1`/l, 1--.- bser A Q'? Clate ' »A.-iL-' _ County : hARTFORD St.Fk t T Checked � Subtitle: POST EVELOPMENT F.UNOFF COI TIONS Subarea : 7 _......... _________ — oo r oil G T 'E/ QES/7 AlF-l! 1-.: _ I�pervio�s 4re�s Pa P? rarkirn 1 V!, , 1-7n�= , �''i��e'va S ` - _ — Total Area ( by v rolocic Soil Group� ==== _ 3 E 7 DRA [NAcsE ARE re TED C|]RIE UM8EF! S _ _ _ _ _ _ _ _ _ _ _ _ NUMBER COMP�TATION `'EF�lO� 1 . 1 / _ Projec� : � AUT� wIN��OR '�gMMUNITY Cl Coun ART IF-ORD State: CT Checked : _ Date: - Subtitle: FOSTDEYELO MEmT qUNOFF CONDTlONS Suba 8 _ F JLLY T eq Est�� � / Imperv-Lcus Areas Paved o-:nr nq eu 4A.� �� �� - - _ OTHER � �RICULTURAL LANDS - Pasture. gra s1and or ranqe good - 14. 5(61 ) - - _ Total a ( bv Hvdrnloqic Soil Group) 14.9 ==== _ SL/B�PE�: 8 TOTAL DRAIN GE AREA: 14.94 Acres WElGHTED CURVE NUMBER:�2 _ _ _ _ _ -- _ _ _ _ T�-55 CUF;VE NUMBE"-, [OMPUTATIu|^ VE!-; lON ' . _ Project : SOUTH WlMDSOP IT, t.:ENTEF. Old -i�- Countv : HARTFORD State: CT Checked : _ Da 4e: _ — Subtitle: POSTDEVELOPFIEVIT RUNOFF CONDTIONS Subarea : 9 _ Hvdroiooir Sr-il 0ro//o [OYER DE PTI | ' '-- -- --- --- -- -' —' - - - - - - - -- -- - '---- - - -- ' ' — FULLY DEVELOpEW UPR8&W AREPAS 'pq Es-has i � Oper space (Lawns, par s et:-- . ) Gcod cond:Ltioa : ':ress cis'c- _ Impervious Areas Paved par��ng ] ots, roo+s, d emays - '�4 ��H _ Total Area ( bv Hydroloq3.c 5o` l 6rocp / _ === ' _ _...........SUB;AHEA: 9 rnTOL ElP 1r rEA 2 lit EISHl ----------------------------------------------------------------------------- _ _ _ _ _ _ _ _ _ _ _ 5 CURVE NUM8ER CnMFUTA-IF)N 5 [Q-1 _ Pra: sct : SCUTH WTNDSOR COMMUNlTv CENTEP User: AD'J bo trig 06- 11-91' _ Cou v : HARTFORD State: CT Checked : Subt tle: POSTDEVELOPMENT RUNOFF CONDTIONS Sube'ea : 1Cj -- Hvdrol'2nic 5cil Qroun 17R RIFrlO�! � bE»EL0PVE FQFAS / »e V HEtao. � Ope- space (Lawns, parks etc . ) G- J condition : qr over _ Imoe 'vious Areas pv 'sd parkinq lots , rco-fs , driveways _ � ' _ Tot�� Area ( bv H�droloqic Soil Group) . 1 ==== _ 10 TOTAL DRAINAGE AREA: , 1 Acres iv! VE Ni MBE�:76 _ � _ _ _ _ _ -- _ _ _ _ TR-�5 Tc and TL -!'*HP/j SUBA [C-)11pUT T T ' '�[pSlC,N 1 . l _ Pro�ect : 130Ur1 j WINDSO» COMMUhlr, CENTER UIeV-: _ County : HARTFC?RD S T Checked : _ T)ate: Subtitle RUNOFF CONDTIONS -------------------------------- Stlmrea # i - 1 ----------------------------- - Flow Type 2 ,ear Lpn 4 h S ( ope Surface n QC r; Ve1oritv Ti Shsllow Concent' � Sha1low Concent Ccnren�r���nr _ --------------------'----------- Stoberea #2 - 2 -----------------------------' Flow -IF vpe 2 vear Lerqth Slope Surface n Arep Wp 4. elccj +`' Ti^ ( Tt) ( ft/ft) rode sn' �7 svec ) Sheet Shallou Concent ' d 1330 .`)52 u 0. o' - allow Conce( }� Ooen Channel 35'., Ti Co.-i tratinn = 0 .34� ' _ -------------------------------- Subarea 4#3 - 3 ------------------------------ Flow Tvpe 2 vear Lennth Siope Surface n A'e& Wp Ye1ocitv Tix rain ( ft ) ( ft/ft) cod ft) / ft/sec ) ( h' - S/`eet Shallow Concent' d 8S0 Shallov' Concent ' d u 0.n^ - Time c� Concentrati- on = 0.26� _ -------------------------------- Suberea #4 - 4 ------------------------------ Flow Tvpe 2 vear Leriqth 6looe Surface n Are:i Wn Velocj.tv Ti� ( +t/ft) Sheet 3.2 30'/ .033 c 0 . 1� Shalio Concent ' d G30 .''52 u �.A - Sha1iow Cnncent � � Open C�annel 2 2 Time c� Concentrati.on = 0.32� _ - � - Generated Por use 06, TA.E(/L�p method _ - TP-55 Tc and Tt THPU SUBAREA CCMPUT4TI N R5ION 1 . 1� _ Pro�ect : �OUTH WIN�S�R �OM�UNITY CEmTER U�er: ADJ Date : 06-11-9'' _ County : HARTFORD State: CT C he-ked : _... Date: Subtitle: POSTDEVELOPMENT RUNOFF CONDTIONS -------------------------------- Sobarea #5 - 5 -----------------------------' — Fio1-i Tvpe 2 vear Lenoth Sl�pe S,rface n Area Wp Velocitv f+ ' ' � � '+ -- S�..... ... 5 4- -I Jk.1. 1 CD 04 Corcent � d _ Ope! nnel T�me of Corc�ntratzcn = 0.3� ^ ===== _ -------------------------------- Subarea #6 - 6 ------------------------------ Flow Tvpe 2 vear i erqth Slope Surface n A,�ea Wp Veloci �v Ti _- rain ( ft ) ( ft/ft) cnde ( �q/�t ) ( ft) ( h- Sheet kj Stallow Concent' � 830 .052 — Shallow Concent d 12�o .03 u 0. 1� Tim C­1oncentration = 0.34' ===== _ -------------------------------- Subarea #7 - 7 ------------------------------ _ Flow Type 2 vear Lenqth Slore Surface n Area Wp Velocity Tir rain ( ft) ( ft/ft) code (s�/ �t) ( ft) ( ft/sec ) ( hr Sheet 3.2 300 — 5hallow Conce�t ' � [:L iT.e entratjor ===== _ ------'-- ----------- - '------'--- �'J��'�� �� - E ----------- ------------------- _ Fl�zw Tvpe 2 vear Lenqt� Siope Sur�ace n Are� Wc »elocit� Tir rain ( ft) ( ft/ft) code (sq/ft ec ) ( hr Sheet C — Shallow Concent d Shallow Concent' d 10�0 .03 U 0 .0c Time n [ Conc�n �rati�n = (). 32~ -------------------------------- Subare� #9 - � ------------------------------ - Flnw Tvpe Lenqth Slope Surface n Area Wo Vnl�c�ty Tir / ft) ( ft/ft) code (sq/ft) ( ft) / ft/sec ) ( h' - Shallow Concent' d 0,0'' Time s oncentration ===== _ * - �ener��s� +nr u�e b» T��i/L�� �ethzd _ TR-9 25 Tr and Tt T,-!Hi SU8ARE() COMPL'TAT '-,N «ERSIID } . 1 _ Projec � ' S�UT1 W IwDSOR r?O-VI UmlT ENTER User : ~Dd Y)ate ': 11 -� _ County : HARTFORD State: CT Checked : Da F.,: Subtitle: POSTDEVELOPMENT RUNOFF CONDTIONS ------------------------------- Subarea #!� - 1O ---------------------------- - Flow Type i eno+h Slvpe Surface n Wp ri _ --- Sheet Fl:Iw Surf03 T Co:1es --- A Smooth Surface F Brass, Dense a] low �oncentrated --' B Fallow (Nn Res. ) G Grsss, Burmuda --- Surfare Codes -- ^— C Cultivated < 20 It Res. H Woods, 1 2ght P Paved D Cult��ated ) 20 �� Res. I Woods , 15ense d E Grass-Ranqe, Short _ * - Generated for use bv TABULf?R method _ _ _ _ _ _ _ _ _ _ 1 . 1 _ proie:in : SOUTH w [ NA& 1'11-EF- 'J°'�r^ Countv : HARrFQR� 6tate: CT Chec� ed , _ C,ate: _ Subtitle: POSTDEVELOPMENr RUNOFF CONDTI[�� - Total watershed areia: 0.045 sq m3. Rain+*ll Vvpe: 1I3 Frequenc 'p-a v.. -------------------------- � �ha1-e."s --------------'----------- 1 2 3 4 5 - Area(so mi ) 0.00* 0.00* 0.{17 0 0,0)* Rainfall ( in ) 4.7 4 .7 4. � Curve number 74* 66* t 70 C,« _ F.unoff ( in ) 2. 13 1 . 53 1 .51 2 o Tc ( h s) 0'38* f:j .74 0. 1 2 0.3L* (Csed 4 (1 . 31/ `> 7 '�' �'' �.3v ( Jsed ) Tntal ------------- 9obarea Cor L z -ticn to rc+a ow ( cf� ' -- --------- ( hr) Flow 1 2 3 4 5 0 11 .9 12. 1 5 0 2 0 1 12.2 10 0 0 3 0 1 _ 12.3 23 1P 1P 12. 4 29P 1 p 1P 2 12. 5 28 -1- 2 - 12. 6 22 1 J. 7 � 1 12.7 18 1 0 12.8 15 1 0 5 0 1 - 13.0 7 0 0 3 0 0 13.2 5 13.4 5 _ l3,6 4 14. 0 14 .6 3 f-) 15. 0 - 15. 5 2 0 16.0 2 16. 5 2 0 0 0 - 17.0 2 0 0 17 . 5 2 - 19.0 1 20.0 22.0 _ 26.0 P - Peak Flow * - value/ s) Provided routines _ - TR-55 TABCLA� �l�CHAREE �ETHOD VE�SlON 1 . 1 _ Pr c Ur- Countv : HART�']RD State: CT Checked : _ Date: ......... ...._ __ Subtitle: POST CPMENT RUNOFF C01DTION5 - Continuation of suba ea information -------------------------- Suba�eas -------------------------- 6 7 8 9 10 - Area(sq mi ) �.0�* 0.00* 0.02* 0.00* 0.00* Rainfall ( in ) 4.7 4 .7 4.7 4 .7 4 .7 Cur'e number 69* 98* 62* 68* 7�* _ Runoff ( in 4.46 1 .26 Tc (U�ed ' ' �0 �. 20 0.3�) Ti�eTnOutlp� (Used ) - Time --- '--------- Subarea Contribu�ion to Total Flow (cfs) ----------' ( hr� � 7 8 9 10 11 .0 0 0 0 0P 0p 1l .� 0 0 0 0 0 11 .9 0 0 1 0 0 12. 1 0 0 2 0 0 12.2 1P 0 5 0 0 _ 12.3 1 1P 10 0 0 12.4 1 1 13P 0 0 12. 5 1 0 13 0 0 12.7 1 0 9 0 0 ~ 12.8 1 0 7 0 0 13. 2 0 0 3 0 0 13. 4 0 0 3 0 0 _ 13.6 o 0 2 0 0 14.0 0 0 Z 0 0 - 14.3 14.6 _ 15. 5 16.� 16. 5 0 0 1 0 0 - 17.0 17. 5 0 20.0 0 0 1 0 0 22.0 0 0 0 0 0 0 0 0 0 P - Peak Flow V - value( s ) provided from TR-55 sys�em routines _ _ D [SL��A�GE wETHOD ','�RSlUN 1 . �1 _ Project : SOUTH COMMUNITY CEMTEP User: AN Date: Countv : HARTFORD State: CT Cnec�ed " _ Date: _ Subtitle: POSTDEVELOPMENT RUNOFF CONDTTONS Tota] watershed arev: O.C45 mi all. rvainfa1l tvpe: 1ll Frequencv4 ears -------------------------- Subareas -------------------------- - 1 2 3 4 5 Area(sq mi ) 0.00* 0.00* 0.02* 0.00� 0.00* Rainfa1l ( in ) 3.2 3.2 3.2 3.2 3.2 - Curve number 74 � 66* 62* 70* 90* FRunoffVin ) 1 .04 0.6b. n.48 0.83 �, 17 0.70^ 0 ,34 �s ':� 0.3n.-V ' | |sed ) (),4Q '). ':i,:,, '). T(' 0.3'1 6. 30 - TimeToOutlet 0.QC! 0.ov {'.0o 0.v� //.''() Ia/P 0.22 0.32 0.38 0,27 0.07 (Used ) 0.22 0.32 0.38 0.27, 0. 10 _ T.ime Total ------------- Subarea Contribution to Tctal Flow (cfsi h r Flow 1 2 3 4 5 _ 11 .0 0 OF 0P 0 0P 0 11 .3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 - 11 .9 0 0 0 0 0 0 12.0 0 0 0 0 0 0 12. 1 0 0 0 0 0 0 - 12.2 3 12.3 6 0 0 2 0 1 _ 12.4 8P 0 0 3P 0 1 12. 5 BE 0 0 3 0 1 12.6 . 6 0 0 2 0 1 12.7 6 0 0 2 0 1 - 12.8 5 0 0 2 0 1 13.0 3 0 0 1 0 0 13.2 2 0 0 1 0 0 _ 13.4 2 0 0 1 0 0 13.6 2 0 0 13.8 2 0 0 1 0 0 - 14.0 2 0 0 J. 0 0 14.3 2 14.6 2 - 15.0 1 0 0 0 0 0 15. 5 1 0 0 0 0 0 16.0 1 0 0 0 0 0 _ 16. 5 0 0 » 0 0 0 17.0 0 0 0 0 0 0 17. 5 19.0 0 0 0 0 0 0 20.0 0 0 0 (:-j � 0 - 22.0 26.0 _ P -- Peak Flow value( s) provided frcm TR-55 system routines _ TABULAR DISCHARGE METHOD VERSION 1 . 11 _ Project : SOUTH WINDSOR CADpMUNITY CENTER User: ADJ Date: 06-11-9� Countv : HARTFORD State: CT Checked , _ Subtitle: POSTDEVELOPMENT CONDTIONS [z.n �inuation of subarea information -------------------------- Gubareas -------------------------- - 6 7 8 9 10 Area(sq mi ) 0.00* 13.00* 0.02* 0.00* Rainfall ( in ) 3.2 3.2 3.2 3.2 3.2 - Curve number 69* 98* 62* 68* 76* Runoff ( in ) 0 .78 (--,-'7 0.48 0.73 1 . 15 Tc ( hrs ) 0.34 22IV 32* 0.01� _ (Used ) 0, 30 . 2'' ').3') 0. 10 C'. 1� TimeToOu1-let 0.00 0.00 0.00 0.0v Ia/p 0.28 01 0.38 0.29 0.20 (Used ) 0.28 10 0.38 0.29 0. 20 _ Time barea Contribution to Total Flow (cfs) ----------- ( hr> 6 7 8 9 l0 11 .0 OF, 0P 0 0P 0P 11 .3 0 0 0 0 0 11 .6 0 0 0 0 0 - 11 .9 0 0 0 0 0 12.0 0 0 0 0 0 l2. 1 0 0 0 0 0 - 12.2 0 0 1 0 0 12.3 _ 12.4 0 0 4P 0 0 12. 5 0 0 4 0 0 12.6 0 0 3 0 0 12. 7 0 0 3 0 0 - 12.8 0 0 2 0 0 13.0 0 0 2 0 0 13.2 0 0 1 0 0 - 13.4 0 0 1 0 0 13.6 0 0 1 0 0 13.8 0 0 1 0 0 _ 14.0 0 0 1 0 0 14.3 0 0 1 0 0 14.6 0 0 1 0 0 - 15.0 0 0 1 0 0 15. 5 0 0 1 0 0 16.0 0 0 1 » 0 _ 16. 5 0 0 0 0 0 17.0 0 0 0 0 0 17. 5 0 0 0 0 0 - 18.0 0 0 19.0 0 0 0 0 0 20.0 0 0 0 0 0 - 22.0 0 0 0 0 0 26.0 0 0 0 0 0 _ P - Peak Flow * - valcs!s) provided routines _ TR-55 T�DULAR DISCHARGE METHOD VERSION 1 . 11 _ Project : SOUTH WINDSOR COMMU;^ITY CENTER User: ADJ Date: 06-11-9� County : HARTFORD State: CT Checked : Date: Subtitle: POSTDEVELOPMENT RUNOFF CONDTIONS(25 YEAR STORM) _ Total watershed area: 0.045 sq mi Rainfall type: III Frequency: 25 years -------------------------- Subareas -------------------------- 4 5 Area(sq mi ) 0.00* 0.00* 0.02* 0.00* 0.00* Rainfall ( in ) 5. 5 5. 5 5.5 5. 5 5. 5 Curve number 74* 62* 70* 90* - Runoff ( in ) 2.77 2.0S 1 .76 2.41 4.36 Tc ( hrs) 0.38* 0.��* 0.26* 0.32* (Used ) 30 - TimeToOutlet0.00 �.00 0.00 Ia/P 0. 13 (Used ) 0. 13 0. 16 0. 10 _ Time Total ------------- Subarea Contribution to Total Flow (cfs) ----------- ( hr) Flow 1 2 3 4 5 11 .0 0 0 0 11 .3 0 0 C 0 0 0 ` 11 .6 1 - 11 .9 2 0 0 12.0 6 0 12. 1 8 0 0 1 17 6 0 1 '- 12.3 32 1P �p 10 1P 2P 12.4 40P 1 13P 1 2 - 12. 5 36 1 12 1 2 12.6 10 1 2 24 1 1 8 0 1 _ 12.8 18 1 9 6 0 1 13.0 11 0 �' 4 0 1 13.2 7 0 0 3 0 0 ' 13.4 5 0 _ 13.6 5 13.8 5 - 14.0 5 0 � 2 0 0 14.3 4 0 0 0 . 14.6 4 0 0 15. 5 0 ., 16.0 3 0 0 0 - 16. 5 2 0 0 1 0 0 17.0 2 0 0 17. 5 2 0 0 19.0 2 0 0 20.0 1 _ 22.0 1 0 �� 0 0 0 0 0 0 P - Peak Flow * - value(s ' provided from TR-55 system routines _ - TR-55 BULAR DISCHARGE METHOD VERSION 1 . 1� - Project : SOUTH WINDSOR COMM�NITY CENTER User: A Date: 06-11 -9'� County : HARTFORD State: CT Checked : Date: Subtitle: POSTDEVELOPMENT RUNOFF CONDTIONS(25 YEAR STORM) Continuation of subarea information -------------------------- Subareas -------------------------- ' 6 7 8 9 10 - Area(sq mi ) 0.00* 0.�0* 0.02* 0.00* . Rain ll ( in ) 5. 5 5. 5 5. 5 5. 5 5. 5 Curve number 69* =G* 62* 68* 76* -- Runoff ( in ) 2.33 5.---) 1 .76 2.24 2.95 Tc ( hrs) 0.34 1* (U 0.30 T1meToOutlet _ ' (Used ) 0. 16 0.22 0. 17 0. 11 - Time Contribution to Total F1ow (cfs) ----------- (hr> 6 7 8 9 10 0 C 0 0P 0P 11 .3 0 C 0 0 0 . ' 11 .6 0 { 1 0 0 11 .9 0 -` 12.0 0 C 3 0 0 12. 1 0 4 0 0 12.2 1 1P 8 0 0 15 0 0 12.4 2P 1 19P 0 0 _ 12. 5 1 18 0 0 12.6 1 0 l5 0 0 12.7 l � 12 0 0 9 0 0 0 { 6 0 0 13.2 0 4 0 0 0 0 3 0 0 _ 3 0 0 � 14.0 0 C 3 0 0 14.3 0 0 2 0 0 0 C 2 0 0 � 15. 5 16.0 0 9 2 0 0 ^'. 16. 5 0 0 1 0 0 17.0 0 0 1 0 0 17. 5 0 { 1 0 0 - 19.0 0 C 1 0 0 20.0 0 0 1 0 0 22.0 0 0 l 0 0 - 26.0 0 0 0 0 0 P - peak Flow * - value(--,: provided from TR-55 system routines - ' `I f'.- ��r f F•5 .!I__1��1"'. i.r, i��'r 1 I-�:R r_ I�[v 1�T I'.'1 FI D t-'�.!-'t:5 1 I�� I . 1 Pr{,;�c t S0TH L T' DSCR C0Il1�11\a I TY ^i=i\iTi�F User: 'DJ Date: _j5-11- 9i_ CO my : HfiiF,•TF0P-7, State: E_"T CI-ipckc-2d : E-nta: SU b t i t 1 PPS"f E,E'.'E!f.]PMENT F'U1\10FF i=;0ND'T 10NS Total ►ratti,r-,---�hed aF;=i.: C). a45 m_l. Rainfall type.- III Frr��-.uenc; : 50 ���=try= is i 1 3 ....c.. S►._ bareac --------------------------- 1 Y 4 5 s ci m.1 It r) C)C) {_).i:i C)n Cj{,j Rainfall (1 in 6.r' 6.2 6.^ Wit.. Curve number 66* 6 9i_) 'Tc ( I-?r_.=!i i-i n _ - n 4 i.:!,',-:^� : i-i„ l::i„ ;! •.L !-+ T.i art Cl. Cl!! i,v,.i,ii_i !'j n r_ii'! y r.jr.i V, n!;!i i : T'._.f-t( t;t:l e t {_ 1 C i•1`' {_�s i }_�n �.i J.J. C. n I ( —{?! C)n 1.7 'I_imF;} 'Total --------------- Contribution to _Fo-ta1 i"•1,_w (cf= i thr) 1=1ow 4 11 .6 11 .9 Zi r t 2 (% r_! 1�``.{_) R _ r.i _ Cl �. 12. 1 .1. i=j i;; 4 47 15 1.yn7 31 15 1 Y."v 2 .1 I�i Cl f i 4 ! 1 13.4 7 Y � - 1 Lu 155.i..i 4 15. 5 {_t r j Cj Cl Cl I-' -' I-'�' I F r,•.r -- .'•7 1�...t r_,!:''ti ;�r o' '!.d r., from fw:--55 •`,c f: ff !-.a C, - seuT:1noJ ma�sxs QN-Al wo.jy papTxo-id (s )�nle/ - * mol� 0 0 T 0 0 T � 0 �^03 0 0 T 0 0 0^60 T 8T _ 0 0 T 0 0 9- ^ hT T 0 0 3 0 0 9 ^9T _ 0 0 3 0 0 0^9T 0 0 3 CAT 0 0 3 0 0 { ^�T - 0 0 2 ^vT � ^tyT 0 0 2 0 0 047T _ 0 0 ty 0 0 G^2T c ^2T v^2T - 0 0 0 0 2T 0 0 � 0 T 0^NOT 0 0 TT 0 T G^3T - 0 0 1;T 0 T 3T 0 0 6T 0 Z. 9^3T 0 0 23 T 3 � ^3T 0 0 6b.3 T 3T - 0 0 03 T 63 L^Z:T 0 6T TT &T T 0 0 9 0 T T ^3T Q^toT 0 0 T 0 TT 0 � T 0 0 2^ Tl 60 0 T 0 0 C^ TT _ 0T .5 8 9 ' �4 ) ----------- (s�z) mol� Ie:jol 0:1 uoT nqT A uo3 eEmeqnS ------------- ��Tl _ 07 ^Ol T ^'} o3^0 0T ^0 T ^C! ( PesO) 0 7 ^0 0 T0^0 ;)0^(` D» ' 0 »�:.'ulE T� _ OT ^0 0 '{' 021 Imaq) � To ^(' TO'n IV!1, ^C. 4,in2^0 (sJ :::,I� 8 23'C 9o ^1-].' L uT / j, c-i//8 *9� *89 *39 *�� �69 �eqmnu e'�n3 - Z^9 3^9 Z ^9 3^9 �^9 ( LIT ) ll' L 7�8 *00^0 *00^0 �30^0 *00^0 *00^0 ( Tm bs)�aj V 0T 6 8 9 - uof :1.eo Ao.�u? ee cqns j-o uoT4enuT:juo3 SNOIlONOJ m-AONO8 �N�W6O��o�O1S06 :el*4T!-qn9 - : pS�ze43 l3 : e���6 O8OAl8UH J e0 i,Ci It) :�asO ��lN�3 �JIH[,WNOJ 8OSQNIM HlOOS : �ze� ��6 _ l7 ^ 7 wUlSEEM QUH1311 1AERAMHNlQ _ _ rR-"i5 TA CL- R lON 1 . 1.` _ Project : SOUTH WlNDSOR COMMUNITY CEMTER User: ADJ Date: 06-11-p' Countv : HAPTFORD State: CT ChecI d : Date: ... _..... _ _ _ Subtitle: POSTDEVELOPMENT RUNOFF CONDTIO�H, Total watershed area: 0 45 sq mi Rain 1. 1. tv 1Il Frequencv: 1/`0 ve�rs -------------------------- 5 bareas -------------------------- - 1 2 3 4 5 Area( sq mi ) 0.00* 0.00* 0 2* 0.00* 0.004, Rainfall ( in ) 6.9 6 6. 5- _ Curve number 74 66* 2* Runoff ( �n 3. 13 2 S. 54 Tc ( hrs) 0.313^ 0.TT4* 0 . 2 0 .32Ile -- T-LmeToOutlet C .0� t)(' '�. / �' v,) I all P 0. 10 0 0.03 (Used ) 0. 100. 10 _ Time Total ------------- Subarea Contr v 1:3.on to ota1 Flow (cfs) ----------- ( hr) Flow 1 2 3 4 5 _ 11 .0 2 0 0 1 0 0 11 .3 2 0 11 .6 3 6 12.0 I.J. 0 0 4 0 1 12. 1 17 1 0 6 0 1 - 12.2 33 1 1P 0 1P 2 12.3 52 1 -7 1 3P 12.4 60P 2p OF 1 3 - 12. 5 57 2 1 19 1 3 12.6 47 2 2 12.7 36 1 2 -- 12.8 27 1 13.0 17 1 0 � 0 1 13.2 11 0 0 4 0 1 _ 13.4 8 0 0 3 0 0 1�.8 7 0 0 3 0 0 - 14.(:.- 7 6 () 14.6 - 15.0 5 0 0 Z 0 0 15. 5 5 16.0 3 0 0 1 0 0 _ 16. 5 3 0 0 1 0 0 17.0 17. 5 - 18.0 2 19.0 2 0 0 1 0 0 20.0 2 0 0 1 0 0 - 22.0 2 26.0 0 0 0 0 0 0 p - Peak FlnLU * - value(s ) provided from T�-55 system ro��t�n�s _ ' _ TR-55 TABULAR DlSCHARGE METHOD VERSION 1 . 11 _ Project : SOUTH WINDSOR COMMUNITY CENTER User: ADJ Date: 06-11-9' County : HARTFOI:;:D State: CT Checked : Date: - Subtitle: POSTDEVELOPMENT RUNOFF CONDTIONS Continua on of subarea infortalk Ion -------------------------- Subareas -------------------------- - 6 7 8 9 10 Area(sq mz ) 0.00* 0.00* 0.02* 0.00* 0.00* Rainfall ( in ) 6.9 6.9 6.9 6.9 6.9 - Curve number 69* 98* 62* 68 76* Runoff ( in > 3.43 6.66 2.73 3.33 17 Tc ( hrs 22* 0.32� 0.01Ak _ (Used Q .3`) 0 .2C- C, .3Q'i . 10 TimeToOutlet 0.00 0,c0 Ij.»Q1 o.0'} .00-- Ia/P 0. 13 0 .0l 0. 18 0. 14 D.09 (Used > J. 0. 10 0. 18 0. 14 ). 10 _ Time ------------- Subarea Contribution to Total Flow s) ----------- ( hr) 6 7 8 9 10 _ 11 .0 0 0 1 0 0P 11 .3 6 0 1 0 0 2 0 0 11 .9 0 0 3 0 0 12.0 J. 0 5 0 0 12. 1 1 0 8 0 0 - 12.2 1 1P 15 11=1 0 12.3 2P 1 25 1 0 _ 12.4 2 1 30P 0 0 12. 5 2 1 28 0 0 12.6 2 0 23 0 0 12.7 1 0 18 0 0 - 12.8 1 0 14 0 0 13.0 1 0 8 0 0 13.2 0 0 6 0 0 - 13.4 0 0 5 0 0 13.6 0 0 5 0 0 _ 13.8 0 0 4 0 0 14.0 0 0 4 0 0 14.6 - 15.0 15. 5 0 0 3 0 0 16.0 0 0 2 0 0 _ 16. 5 0 0 2 0 0 17.0 0 0 2 0 0 _ 17. 5 0 0 2 0 0 18.0 1 0 0 19.0 0 0 1 0 0 20.0 0 0 1 0 0 - 22.0 0 0 1 0 0 As.0 0 0 0 0 0 - P -- Peak Flow » - value(s ) provided from TR-55 system r o L nes APPENDIX D HYDROGRAPH Quick TR-55 Version , 4 . 05 F=/N: 87011511 Flow (cfs) 0 . 0 3 . 0 6 . 0 9 . 0 12 . 0 15 . 0 18 . 0 21 . 0 24. 0 27 . 0 30 . 0 33 . 0 11 . 7 - ; x x 11 . 8 - ;x 'x 11 . 9 - ;x *x 12 . 0 * x ' *x - 12 . 1 x x 12 . 2 x ' * x 12 . 3 * x * x 12 . 4 - ; * x * x 12 . 5 * x x 12 . 6 x x 12 . 7 x _ x* 12 . 8 x ' x* 12 . 9 x ' x 13 . 0 x x 13 . 1 x ' x 13 . 2 x x - 13 . 3 x ' x 13 . 4 x ' x 13 . 5 x ' x 13 . 6 x ' x 13 . 7 - ; x x 13 . 8 x ' x 13 . 9 x TIME (hrs) * Hydrograph file ---> C : EXT291 .HYD Amax = 28 . 0 cfs x Hydrograph file ---> C :POST291 .HYD Qmax = 21 . 0 cfs LA I-A Mg a A MA M4 C:A AJ MA �A A4 &M� POST DE LOPMENT HYDROGRAPHS 210 25 YR STORM AT 72" RCP 200 190 / 180 � 170 160 150 140 i� 130 v 120 � 110 �2 100 U 90 i N 80 G 70 60 50 I 40 30 20 10 0 $ 12 16 20 24 28 TIME (HRS) SITE WATERSHED -- TOTAL APPENDIX E PIPE SIZING COMPUTATIONS . t .90 "� i• .80 / 10 .70 -- — .40 .10 .10 i .20 .30 .40 .50 .60 Hydraulic Elements In Terms of .70 .80 .90 1.00 I.10 1.20 1.30 Hydraulic Elements For Full Section . i V 0 A R • Vfuil Qfull Afull and ----- 1; R full 76 DATE: MOFFITI' AND I�JM INC. STORM SEWER TABULATION _ BY: ' Y Sheet No. of PROD.#-'TASK 91 PRQ7ECT: c "}�., 1, % <i nor CHID BY: k p STORM CDEF. . : PIPE "n": / TIME OF TO RAIN. Bl1SIN/INLET AREA �(_ TDff,,E,I, ��. Q� t DESCRIPTION A OFF � t i � Vfull UPPER UJWER acres c Ac Ac cis. L D S ELEVATIONS Vact. T min ' cfs ft in UPPER 10WER CB 8 C6 5 tlq,q� L? lac) ��� �y/ H - q32 o S ^(off /s. �S 1�2•S zNv —�- � q ,� =B ct>s 0.a3 I 3-7 /.f N TF �8 HG . INV 1.70. 17o.©3 c6S cs (+ o 3 � F' � /e �� .1 TF '� - 4c�• HG INV o ©3 1 .Z c6 c,B o.IG 6rs .a H .©a . 4(= 3.a 6 3 p INv 13 .so 4.3 3 c� cg i 0,y 1 8 lSq ,2�" J.S7 T IF 2 1 0.00 ck (� q- HINV (CS.-,S' f a-3 6 HINv ri -.So 8 F�N.D c$ C\ lo. 11 7i HG 7o ' �1 , q S -I INV t 7Q. '70 /6-7• 3o .0 HG lo,s •1.0, �3 INv (�7 � 6�. �20 �- TF 7 HG &&c my 3A�p9 TF ay HG10 � s 30 o INV /6;s.7 TF HG INV TF HG INV E6 9/87 t rM •t,� v 1540-SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-25n June 25, 1990 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer Y/V RE: Application #90-47P, South Windsor Community Center DOCUMENTS REVIEWED: Application form, plans for South Windsor Community Center, and Drainage Report by Moffitt and Duffy, Inc. COMMENTS: 1. There is a note on sheet S3 that there are, "no wetlands shown on town wetlands map" . This application is for Conservation plan approval. 2. There is no detail shown for the anti-tracking pad. This should be determined based on the specifications provided in Connecticut Guidelines for Soil Erosion and Sedimentation Control. 3 . Tree protection should be shown for the evergreens which exist in the area of the proposed entrance. Limits of clearing should be shown for this area and the trees to remain should be flagged in the field prior to cutting. 4. Silt fence should be shown along Nevers Road at the toe of the disturbed area. 5. Stump deposition should be indicated on the plans. Stumps shall be chipped on site where possible and the remaining stumps should be removed from the site. 6 . Details should be shown for the berm around the infiltration pond. Details should also be shown for the pond itself to include stone size, proposed slopes, and proposed vegetation. A cross section of the pond should be included on the plans. 7 . The application form indicates that abutting property owners were not notified. It is my understanding that this has been done and proof of notification will be submitted. 8. Th re is no narrative includ d on the plans. This should be added to the plans and should include a schedule for grading and construction activities. r s ?d&UjA1(>t s 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 AREA CODE 203 644-2511 June 29, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Plann' g FROM: Jerry C. Iazzetta, Town Engineer RE: South Windsor Community Center Attached is a copy of Mr. Karl Reichle, Supt. of Parks & Grounds comments dated 6/29/90 concerning the proposed South Windsor Community Center. JCl/jsv cc: Mr. Michael J. Gantick, Director of Public Works kA TO: Jerry Iazzatta, Town Engineer row &o FROM: Karl Reichle, Superintendent Parks and Groun RE: Community Center Landscaping ti Jerry, I reviewed the plans Afor the Community Center and have a few recommendations that would make the maintenance a little easier. Inground irrigation for flower beds and lawn area. No lawn area less than 6 feet wide. All sidewalks no less than 6 feet wide. Substitute beech for hawthorn trees. Ramp instead of stairs in front of building. Detention pond to hold a minimum of 3 feet of water to be used in conjunction with a water sprayer to create a fountain. What about a sign and how would it be landscaped? Stay away from the variety of bradford in the pear trees, use another variety of pear tree, bradf ord ' s are weak branched and very susceptible to branch breakage. How about a heated sidewalk in front of the building, with an easterly exposure it will receive very little winter sun. No stone swale, it can be a real maintenance headache. Use other varieties of conifers with white pines to avoid monoculture. Any questions, please call me. KER/ds ��owM stt T-o-w� 0- S-C�U� qd&"41at o � G V s v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•c *v AREA CODE 203/644-2511 July 17, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer Ole RE: South Windsor Community Center - #90-47 We have reviewed the plans dated July 15, 1990 and the drainage study for the proposed South Windsor Community Center and have the f of lowing comments: 1 . Existing utilities for the new ballfield should be shown. Also landscaping plan shows trees to be planted over these utilities . 2 . Sanitary sewer manholes S1 and S3 requires top of frame elevation, inverts in and out. 3 . Hooded grease trap not needed at CB #2 as sedimentation structure is downstream of this structure. 4 . The applicant should investigate the use of ADS N-12 pipe in lieu of R.C.P. : 5 . The existing 15" pipe under Nevers Road at south end of project should not be abandoned. A new storm manhole should be placed on west side of Nevers Road near the existing catch basin and should be connected to new sedimentation structure and this existing catch basin. 6 . Detail of sanitary sewer and storm sewer trench show use of filter fabric. What is this for? Also the warning tape should indicate "Min. 12" , max. 24" above pipe" . JCl/jsv �o'r N a�+,( ~ T-o O-P ?d&U&Ot e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ftio .0 AREA CODE 203/644-25U July 18, 1990 Mr. Bruce Kellogg J t r, Cook & Jepson Architects 450 Church Street Hartford, CT 06103 Dear Mr. Kellogg: R Application #90-47P - Town of South Windsor Community Center At the July 16, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions Application #90-47P - Conservation approval for the construction of a community center located on the easterly side of Nevers Road as shown on plans prepared by Moffitt and Duffy, Inc. , project #291, dated June 16, 1990 and revised July 7, 1990. 1. Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval and prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for one year and shall expire on July 16, 1991. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans. 7 . The driveway easterly of the building will extend further to the south. This shall be shown on the final plans with appropriate soil erosion and sedimentation control measures. Bruce Kellogg Page Two July 18, 1990 8 . A sedimentation structure has been added to the plan which will also serve to filter out grease and oil. The hooded grease trap shown for CB#2 is not necessary and shall be removed from the final plans . 9 . Limits of construction shall be added on the final plans . 10. Sheet S-4, Landscaping Plan, shall be submitted as part of the final plans . 11 . The note (4 .D) on sheet S-1 which reads "topsoil (loam) and seed, section 9 .44, M. 13" shall be removed. Seeding shall be done in accordance with details on sheet S-2. 12. The comments in the Memorandum dated July 16, 1990 from Jerry C. Iazzetta, Town Engineer, shall also be addressed and are subject to his approval. -- Very truly yours, v� James A. Lombardi, .Chairman, IWA/CC JAL/pmm cc: Jerry C. Iazzetta, Town Engineer 1� Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission p2c F%le, �,( y = T_am OleVau� ?d&U&Ot O �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ���soR•co�'� AREA CODE 203/644-2511 July 19, 1990 Mr. Bruce Kellogg Jeter, Cook & Jepson Architects, Inc. 450 Church Street Hartford, CT 06103 Dear Mr. Kellogg: Re: Application #90-47P, Town of South Windsor Community Center, Site Plan We are pleased to advise that the Planning and Zoning Commission voted on July 17, 1990 to approve the above-referenced application for a site plan of development in accordance with drawings No. A1-A3 and S1-S5 (Lighting Plan) , dated June 25, 1990 and June 16, 1990 respectively (revised July 15, 1990) prepared by Jeter Cook & Jepson, Project No. 291, with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . The application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13.10 of the Zoning _ Regulations . 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Existing utilities for the new ballfield must be shown; no plantings over utilities. 7 . Sanitary sewer manholes S1 and S3 require top of frame elevation; inverts in and out. 8 . Hooded grease trap not needed at CB#2 as s dimentation structure is downstream of this structure. '(OM M 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ,C �a AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 21, 1990 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its July 17, 1990 meeting, the Planning and Zoning Commission voted to take the following action: 1. Approve, with modifications, as a settlement of pending litigation of Jehovah's Witnesses vs. the Planning and Zoning Commission, Application #89-47P, for a Special Exception to Article 4 .1.8.b of the zoning regulations and site plan of development for property located on the north . side of Burnham Street. 2. Approve, with modifications, Application #90-41P, Town Shopping -Center Entrance Site Plan, south side of Ellington Road, west side of Buckland Road, RC zone. 3. Deny, without prejudice, Application #90-07P, Bray Site Plan, Special Exception 4 . 7 .2.8, 489 Sullivan Avenue, I zone. 4. Approve, with modifications, Application #90-47P, Town of South Windsor Community Center Site Plan, east side of Nevers Road, RR zone.• PLANNING AND ZONING COMMISSION Louise C. Evans, Chairman Bernard Hart, Secretary UNDER: Complete Items 1 and Z when additional services are desired, and complete Items 3 and 4. Put your address In the"RETURN TO" Space on the reverse side. Fsllurs`to do this will prevent this card from being returned to you. Or additiorma lea the following services are evellablei Consult postmester for few and check box M for additional service(s)requested. 1. ❑ Sh w to whom delivered,date,and addressee's address. Z. O Restricted Delivery t(Sxtr+s chorSe)t t(Sxtro chards)t 3. Article to: 4. Article Nundm P 007 587 015 Mr. Bruce Kellogg Type of Service: Jeter, Cook, & Jepson O Registered ❑ Insured Architects, Inc. COD ❑ E Mail 450 Church St' r Hartford, CT 06103 Aivays obtain s1wature of addressee or spent and DATE DELIVERED.. b. Si atu — nsss S. Addressee's Address(ONL Y i , x requested and fee paid) 6. — t P X 90.4 7. Daft of Delivery �lz,vlee.9 PS Form=11,altar.198 f *fiA.aR0.1N7.1704M DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS r Print your name, address, and ZIP Cod in the space below. • Compl to items 1,2, 3,and 4 on the reverse. U.S.MAIL Attach to front of article if space permits, otherwise affix to back of article. PENALTY FOR PRIVATE • Endors article "Return Receipt USE,$300 Requested"adjacent to number. RETUgN Print Sender's name,address,and ZIP Code in the space below. TO M E M O R A N D U M September 20, 1990 TO: Michael J. Gantick, Director of Public Works RE: COMMUNITY CENTER SPECIFICATIONS After reviewing the specifications, I would recommend the following additions/changes: o Section 12510 - Window Blinds Change to vertical window blinds and adjust specs to reflect change. Also, specify type as Louver Drape 3�" vertical blind by Johnnie Walker w/Graber Dura Lite Track and Brighton material. o Plumbing - Radiant Heat Change plans to show additional ball valve installed on each unit for the ability to completely isolate heat control valve. o Section 10800 - Toilet Accessories Specify all toilet tissue dispensers be the type James River, Model 741 Rollmasterar eiLA4d o Section 16100/1 .10E Lighting Fixtures Change Warm White to T-8 Lamps with color temperature of 3500 Kelvins. Also noted that telephone system was not included in specifications. Richard A. oudreault Public Building Superintendent RAB:bmr Attachments t CCMMUNITY CENTER SECTION 12510 WINDOW BL�D6 PART 1 - GIIJERAL 1.01 RELATED DOCTmNT'S: A. The general provisions of the Contract, including General and SUPPlmwtarY Conditions, and Division 1, General Requirements apply to work of this Section. 1.02 INCLUDED IN THIS SECTION: �i A. Horizontal Window Blinds. �.A Y 1.03 Qa= y}� A. � 1 be ccetPluding hardware te AS produced by one manufacturer • f accessory items, brackets, and B. Colors and patterns shall be selected by Architect E in manufacturer's standard colors and patterns. -tea 1.04 r. A. Product Data: Manufacturer's specifications and installation instnyctions for each type of opening and supporting stricture. B. Shop Drawings: For special components and application conditions which are not dimensioned or detailed in manufacturer's product —� data. Show relationships to adjoining work. C. Samples: 1. Curt for initial selection of colors showing full range of colors and materials available for components exposed to view. 2. For verification of colors selected samples of each component, material and finish which will be exposed to view. Prepare samples fronn same materials to be used for the work. 3. Sample of operable blind for review. PART 2 - PRODUCTS ` 2.01 MTERIALS: A. Blinds provided shall be by one of the following manufacturers. Window Blinds 12510/1 s CCNMITY CE1 M 3.02 INSTALLATION A. Install units to comply with manufacturer's instruction. Position units level, plumb, secure, at proper height and location relative to adjoining window units and other related work. B. Securely anchor units with proper clips, brackets, anchorages, suited to the surfaces for mounting. C. Provide adequate clearance between sash and blinds to permit unencumbered operation of sash hardware. D. Isolate metal parts from concrete and mortar to prevent galvanic action. Use tape or thick coating or other means recommended by .� manufacturer to effect separation. 3.03 PROTECTION AND REPAIR: A. Protect installed units to ensure their being in operating condition, without damage, blemishes, or indication of use at completion of the Work. B. Repair or replace damaged units as directed by Architect. 3.04 LOCATION OF BLINDS: A. Provide blinds at all exterior windows. i Window Blinds 12510/3 END 1 CCHMUNITY CEN= SEC'IrION 10800 TOILET ACCESSORIES PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. The general provisions of the contract, including General and Supplementary Conditions and Division 1, General Paquirenents apply to the work specified in this Section. 1.02 DESCRIPTION OF WORK: A. The extent of the work tinder this Section includes the furnishing of all reqdred toilet and bath accessories, including all appurtenant hardware and fittings. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS 06160 Blocking and Installation 09250 Ginn Dry Wall 09300 Tile Work 1.04 -r� A. Submit cuts for all items covered by this Section indicating materials, construction, size (including recess opening sizes) finish, etc. and submit schedules indicating quantities and location of all items. B. Installation of all items shall be made according to Contractor's approved schedules and drawings. Where architectural drawings do not clearly indicate exact location or height of individual items, 7, contractor shall verify same with Architect before installation. Installation shall be neat and secure and all items shall include -- attachments and anchors indicated by Model Numbers. Grab bars and i towel bars shall be installed with Type J imbedded Plates. 1.05 MANUFACIURER ACCEPTANCE: A. Except as otherwise specified herein, or otherwise approved in compliance with applicable section of General C.oni tions, all items y tinder this Section shall be the product of one of the following _ manufacturers, subject to required specification compliance: Bobrick Washrocm Equipment, Inc. Bradley Corporation American Dispenser Co. T core. Toilet Accessories 10800/1 Iu� its FaN SO cc, COMKJNrrY CENTER lop r4 SECTION 2 PRODUCTS 2.01 MA'TERTAIS: A. AIAccessories shall be equal to Bobrick of 'Ripe 304 (18-8) satin finish stainless steel, except where other manufacturer is designated, in accordance with the following schedule of types: 1. Toilet Roan 113 tL Soap Dispenser 1/I,av B-150 '( Paper Towel Dispenser/ Disposal 1/Mogen B-3944 Toilet Tissue Dispenser l/W.C. B-274 Mirror 1/Rom B-290-6030 Grab Bars (Horizontal) 1/H.C.-W.C. B-6206 x 42" (Horizontal) l/H.C.-W.C. B-6206 x 24" (Swing Up) 1/H.C.-W.C. B-4998 2. Toilet Rahn 116 Lav B-150 Soap Dispenser1/ �. Paper Towel Dispenser/ (?� Disposal 1/Roan B-3944 Toilet Tissue Dispenser 1/W.C. B-274 \t, Mirror 1/Room 13-290-4830 o Grab Bars (Horizontal) 1/H.C.-W.C. B-6206 x 42" (Horizontal) 1/H.C.-W.C. B-6206 x 24" (Suing Up) 1/H.C.-W.C. B-4998 3. Toilet Roam 117 Soap D' 1/Iav B-150 Paper Towel Dispenser/ . Disposal 1/R00m B-3944 Toilet Tissue Dispenser 1/W.C. B-274 Mirror 1/ Iam B-290-6030 Grab Bars (Horizontal) 1/H.C.-W.C. B-6206 x 42" (Horizontal) 1/H.C.-W.C. B-6206 x 24" (Swing Up) 1/H.C.-W.C. B-4998 Sanitary Napkin Disposal 1/W.C. B-270 Sanitary Napkin Dispenser 1/Room B-3502 4. Toilet Room 131 Soap Dispenser 1/Lav B-150 Paper Towel Dispenser/ Disposal 1/Roam B-3944 _ Toilet Tissue Dispenser 1/W.C. B-273 Mirror 1/lav B-290-18-30 Toilet Accessories 10800/2 J 5. Toilet Room 142 Soap Dispenser 1/Lav B-150 Paper Towel Dispenser/ Disposal 1/Room, B�-3944 'Ibilet Tissue Dispenser 1/W.C. B-274 Mirror 1/Rotas B-290-6030 Grab Bars (Horizontal) 1/H.C.-W.C. B-6206 x 42" (Horizontal) 1/H.C.-W.C. B-6206 x 24" (Swing UP) 1/H.C.-W.C. B-4998 Sanitary Napkin Disposal 1/W.C. B-3502 Sanitary Napkin Dispenser 1/Roc4n B-274 6. Toilet Room 145 Soap Dispenser 1/Lav B-150 Paper Towel Dispenser/ Disposal 1 B^/R� 3944 Toilet Tissue Dispenser 1/W.C. B-274 Mirror 1/Rosen B-290-6030 Grab Bars (Horizontal) 1/H.C.-W.C. B-6206 x 42" (Horizontal) l/H.C.-W.C. B-6206 x 24" (SwF Up) 1/H.C.-W.C. B-4998 7. Toilet Room 156 -- Soap Dispenses' 1/Lav B-150 Dr'/ lel Dispense 1/Roam B-3944 Toilet Tissue Dispenser 1/W.C. 8-273 Mirror 1/Lav B-290-1830 2.02 S(� Tr�; A. Prepare a ccuplete accessories schedule frcm plans and -Zom specifications and be responsible for the correctness of quantities, sizes and finishes. B. Submit schedule for approval in accordance with the requirements for —� shop drawings of the Supplement ary General Conditions. PART 3 - �C=ON 3.01 -'P' A. All items specified in this Section will be installed under Section 06160 using proper attachments and methods supplied under this Section. Grab bars shall be installed in conformance with ANSI �.. requirements. Toilet Accessories 10800/3 a a MKJNrrY CUTrM B. Installation of above items shall be made according to Contractor's approved schedules and drawings. Where architectural drawings do not clearly indicate exact item or the location or height of individual items, contractor shall verify same with Architect before `! installation. Installation shall be neat and secure and all items shall include attachments and anchors indicated by Model Numbers. 4 1 ' Y i t i a , t t of 'Ibilet Accessories 10800/4 END IO - � � t�+~ s�7 ce T-ov� ates ?d&U&10.t 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-25U September 27, 1990 Mr. Bruce Kellogg Jeter Cook & Jepson 450 Church Street Hartford, CT 06103 Dear Mr. Kellog: RE: Community Center - Bid Specs Attached please find reviews and comments relating to the building. Additionally the following comments are noteworthy regarding the plans and specifications: 1. Section 2.01 E should read subbase not subgrade. 2. The Town would still like first right of refusal for all excess; excavated material. See attached "Disposal of Material" spec. 3. The final site plan location of the dumpster may create access problems for garbage contractor. 4 . Should be general note regarding location of existing utilities i.e. contractor responsibility to verify. We again thank you for your continued cooperation on this project. Very truly yours, Michael J. ntick, P.E. Director of Public Works MJG/jsv cc: Marcia Banach, Planning Director Project File C) w� 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 r~°soR•co�'�� AREA CODE 203/644-2511 r October 19, 1990 Mr. Howard E. Fitts, Chairman Public Building Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Fitts: Subject: Existing Tree Community Center After review of the final bid plans, we became aware that the twenty-four (24) inch spruce north of the proposed driveway was to be saved. I requested that the Town Tree Warden inspect this subject tree as I had some concerns regarding it remaining. Attached is Mr. Reichle's, Town Tree Warden's report concerning this matter. It is recommended that this tree be removed. In addition, if the tree was to remain, it would have to be cut back to alleviate a potential sight line problem when exiting the new driveway looking north. Therefore, your concurrence on the removal of this tree would be appreciated. Should you have any questions, please feel free to contact me. Very truly yours, Michael J. G tick, P.E. Director of Public Works MJG:bmr Attachment cc: Jean E. Zurbrigen, Town Manager Marcia Banach, Director of Planning Project File pM� TAM Foa - pPlE \v' rx T,r,.,r�•'s'Pry Key�`rhr.'�•, xr•' F ' 47, kcoi •.� ;��.,�,. will e•• Ca�le1 ,� wrf`� x ;.r;N;• armectYioTV vNee ts s�oOp te jo Steve OriS G e- 0 orsssPte rid 0at ac for not al w tenches rie� Co n t u� '�c. the Ge 2531 when as l6�6'� �e -ode hifi tr ical a elec, s�GNtoo P �1O FpFtM -lops �eyyeo from TOWN OF SOUTH VWINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 DATE Oct. 251 1990 � To Marcia A° Banach planning Director of L OBJECT: PRECONSTRtJCTION MEETING s SOUTH yJINDSOR COMMUNITY CENTER Fo��- for the above 1990 at 2:00 PM,here meeting will be a preconsteeer 2 ► There ro ect on Nov mentioned wP Hall. at the To Shaw M. Stead, Braddock, F- Davies, L. J, McCahill cc: M. Gantick► B. J. Collins, K. Reichle, B. Lanning► By - C 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 ��4soIt-co�'� AREA CODE 203/644-2511 - —R CE ED V 3&wimm PLNWNG DEPT. October 25, 1990 Mr. Michael Gantick, P.E. Director of Public Works Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mike: Your letter of October 19 regarding the existing tree on the Community Center site has been received and discussed further with the Architect. It would seem that we could have accomplished this type of discussion in a brief phone call, but your communication seems to require a formal response. The members of the Public Building Commission discussed all of the existing tr es on the site and were distressed that we would have to destroy so many older trees. Of course we will be replacing the trees on the site with new growth, but many of those will take at least 10 years to reach some sort of maturity that even approaches that of the existing trees. One of the original concerns we had about the installation of the driveway opposite the High School driveway was that we would have to remove a stand of evergreens that had been there for quite some time. We have conceded the merits of locating the driveways across from each other, and that requires the elimination of that stand of trees, but we were hopeful of saving something, and that particular spruce was one of those we wanted to save. The damage to the roots that could occur from either the installation of the sidewalk or the installation of the waterline is of concern. If the life of the tree is threatened by that work, then it would seem appropriate to remove it. However, we would like to make an effort to save it. Once the Contractor is on site and begins to layout the utilities and the sidewalk, we will revisit the subject again and determine whether the tree is still at risk. We very much want to save this existing tree and not clear cut the property in a manner which many of us find repugnant when it is done by developers in town. I hav a little trouble understanding why th desir to save that tree is meeting with such r sistance. In any event, the Commission will r visit th subject as the project progresses. If there are any other factors which we should consider in our review, please let me know. Very truly yours, Howard E. Fitts, Chairman Public Building Commission HEF/srs cc: J an E. Zurbrigan, Town Manger Marcia Banach, Director of Planning C ' O cE Report Je son , 29 octcbe.r- I.CjCI4O South Winder cbmmunity � JC-T Project #9004-01 Pr rt: Mc-=i.a Baruch - Plar mi M Director South wi2xisor Bruce Kellogg - Jeter, Cook & ,?ern Teleaxn re: Requiremwts to pYomed with site work before Pre coon meet uxd cn Friday, Noverber 2. Gantr'a<-tom'5 tAnt tive cOnstnIctiOn schedule is as follms j ' ' Y, OCtcher 30 site survey and .layout 'V;9dne5ddYj �..x 31 silt fe=ing and tree clearing Mu rs&y► Nwanber 1 - silt fencing and tree clearing Friday, NOVer er 2 - tOPsOII s; rippiM and to per: i. ,K. to proms w].tt1 she of site work as noted above. . All sedimentation and erasion Omt-rol sI al l jx, in gs?. and approved prior to work listed in Item 3. acieto t tiee � and earthwork (t opsoll stripp.,,q) . all erosion control m� �, Shall be approved by .Tcjul Mc� 2�i.11 (Zonirig/wetiar-4s Enfornement Officer - 644-2511) . Bruce M!. K1 _ = �, Fitt. ® Fr-, Iic Bulldirg Comission I�arkj:ca;. - Flinn i m Director i E'--:4ier t -- AsPLT`,et Corztruction . �N "44 y r 7_0 07 �• o � e u a = v 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 4��oSOR,co�'�� AREA CODE 203/644-2511 November 6, 1990 Mr. Bruce Kellogg, Project Manager Jeter, Cook & Jepson Architects, Inc. 450 Church Street Hartford, CT 06103 RE: Preconstruction Meeting - Application #90-47P South Windsor Community Center IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Michael J. Gantick Town of South Windsor 644-2511 Bruce Kellogg Jeter, Cook & Jepson Architects, Inc. 247-9226 Bill Krauss Tri-State Ex 523-8696 Marcia A. Banach Town of South Windsor 644-2511 John E. McCahill Town of South Windsor 644-2511 Michael McInerney Aspinet Const. 678-1092 James M. Eschert Aspinet Const. 678-1092 William Eschert Aspinet Const. 678-1092 Richard Boudreault Town of South Windsor 644-2511 Greg Foran Town of South Windsor 644-2511 Melvin C. Stead, Jr. Town of South Windsor 644-2511 Jerry C. Iazzetta Town of South Windsor 644-2511 Lester Braddock Town of South Windsor 644-2511 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 Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 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 onto Nevers Road. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Plans to be used on job site are to be stamped and initialed by Planning Department. 2 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per contract specifications required for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as required by contract specs d) Preparation of subbase per contract specs e) Placement of bituminous concrete per contract specs 3 . Certification of gravel used as subbase will be required by an approved testing company per contract specs. 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . All pipe and structures to be backfilled with free draining material, compacted per contract specs . Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to the Clerk` of the Works in the field. 8 . All filling to be dorie-`in--accordance with contract specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed. I i V Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Hal Clisby, CUP Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control PRg 0,,OmwtuvLd� CONSTRIICTION MEETINGS NAME/COMPANY ADDRESS TELEPHONE NUMBER H,J (�� & (/V,— .� k,�L -2-t/ ) - >-4 fIC✓2 assW-2 .---- ' � r r— • 5(7 eZte2 C. ZZIA A IS A Tin t- /I'tlla. r/l 'r.WA yY - z sly 2- ,J Co 6 k • 1 �,z q,IC14ARO :aoultz-Aun.�T 044-z 5 1 CL�} �� �L.C,�;� C-r- .� a��-''�t, (�i ^- �S cry ��f Lzc—� Ile IL - 2 r l ' O�M it,`CA r 0-le ?d&U&1at e � c = v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 e•c AREA CODE 203/644-2511 November 6, 1990 Mr. Bruce Kellogg, Project Manager Jeter, Cook & Jepson Architects, Inc. 450 Church Street Hartford, CT 06103 RE: Preconstruction Meeting - Application #90-47P South Windsor Community Center IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Michael J. Gantick Town of South Windsor 644-2511 Bruce Kellogg Jeter, Cook & Jepson Architects, Inc. 247-9226 Bill Krauss Tri-State Ex 523-8696 Marcia A. Banach Town of South Windsor 644-2511 John E. McCahill Town of South Windsor 644-2511 Michael McInerney Aspinet Const. 678-1092 James M. Eschert Aspinet Const. 678-1092 William Eschert Aspinet Const. 678-1092 Richard Boudreault Town of South Windsor 644-2511 Greg Foran Town of South Windsor 644-2511 Melvin C. Stead, Jr. Town of South Windsor 644-2511 Jerry C. Iazzetta Town of South Windsor 644-2511 Lester Braddock Town of South Windsor 644-2511 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 Zoning Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 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 onto Nevers Road. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Plans to be used on job site are to be stamped and initialed by Planning Department. 2 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per contract specifications required for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as required by contract specs d) Preparation of subbase per contract specs e) Placement of bituminous concrete per contract specs 3 . Certification of gravel used as subbase will be required by an approved testing company per contract specs . 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . All pipe and structures to be backfilled with free draining material, compacted per contract specs . Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to the Clerk` of the Works in the field. 8 . All filling to be done in accordance with contract specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed. 10 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change sheet in triplicate. Town will attempt to turn around within 24 hours. 12 . No paving after October 15 without written approval from Director of Public Works. 13 . Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. 14 . Power/water use from town shed to be coordinated with Richard Boudreault. 15 . Construction schedule requested from project manager/general contractor. SNET/NU 1 . Contact utilities for coordination of utilities connection. 2. Contact Cox Cable (Steve Farmer, 646-7253) when electrical trenches are open. Fire Marshall 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. 2 . Erect temporary sign on the site during construction identifying the project. 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, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Hal Clisby, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control t 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 ~woe-co�� AREA CODE 203/644-2511 November 7, 1990 Mr. Bruce Kellogg Jeter, Cook & Jepson 450 Church Street Hartford, CT 06103 Dear Mr. Kellogg: Re: Community Center Per our conversation this morning, please find attached a sketch of potential stockpile areas . The subcontractor, Mr. William Kraus, has estimated there to be approximately 20,000 cubic yards excess material, split between 8-10,000 cubic yards of topsoil and correspondingly 12,000 - 10,000 cubic yards of gravel. Mr. Kraus has stockpiled approximately 2500 - 3000 cubic yards of topsoil in the NW stockpile area indicated on the plan. We would suggest that the excess material be stockpiled in the area designated as A on the attached sketch to provide a uniform grade from the top of the proposed parking area down to the sidewalk. Any excess topsoil material that remains, we would suggest that it be stockpiled in a windrow perpendicular to Nevers Road in the area designated as B on the sketch. Mr. Kraus has also indicated that the proposed stockpile area to the southeast of building/parking is insufficient to stockpile the excess gravel. We would suggest that the excess gravel be placed to the east of the driveway extended as designated by area C on the sketch. This would allow easy access for the Town and would not be in conflict with the subcontractors final grading of the area between the driveway sub and the parking lot. The subcontractor has also intimated that he expects to have the topsoil stripped within the day or so. Thgrefore, time is of the essence as to direct the locations of the stockpiles. He has also indicated that the gravel stockpile area, as mentioned above, is insufficient; and feels that the area to the southeast of the proposed area is outside his contract limits . In an effort to cooperate with him, we feel it is reasonable, practical, and we have no problem with, the gravel stockpile area located in the area designated C. Again, time will be of the essence as he has indicated gravel work will occur soon. Mr. Bruce Kellogg Re: Community Center Page 2 . Additionally, a red lined plan should be made for the relocated/additional stockpile areas needed for the excess materials, so that a change order (Town) can be processed. I thank you in advance for your attention to this matter. Very truly yours, 4`7— Michael J. Gadtick, P.E. Director of Public Works cc: Jean Z . Zurbrigen, Town Manager Marcia Banach, Director of Planning Jerry C. Iazzetta, Town Engineer Project File ,q0~" ! t� oa � 0-ps ?J&Z� 1540 SULLIVAN AVENUE • SOUTH WINOSOR. CO N N. 06074 AREA COOE 203/644.2311 Fax. • - 203-644-3781 FACSIMILE MESSAGE TRANSMITTAL FORM Date: i PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: ADDRESS: � FAX. i: MESSAGE FROM: NAME: ADDRESS: �D v 1 MESSAGE C.rc�U NUMBER OF PAGES TO FOLLOW: Jeter 450 Church Street letter of Hartford Connecticut 06103 Transmittal Cook& 203 247-9226 Je son PArchitects, Inc. Date 4;00 rtZ Project d. we] Project No We are sending you. These are transmitted as checked or noted below,if enclosures are �;e ed,kindly notify us 30 erewith ❑ Specifications requested ❑ (6)amend as noted and resubmit ❑ Under separate cover ❑ Samples ❑ (2)for approval ❑ (7)rejected ❑ Shop drawings ❑ (3)for your record Nelopl'rl'i ❑ Other ❑ (4)no exceptions taken ❑ Copy of letter ❑ (5)amend as noted Quantity Document Dated Description Reason designation Remarks By Copy to i G r Tio o-Ps V&U&10�t C � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 November 20, 1990 Mr. Bruce Kellogg Jeter, Cook & Jepson 450 Church Street Hartford, CT 06103 Dear Mr. Kellogg: Subject: Community Center Site Meeting 11/20/90 Per our meeting today at the site with the contractor, I would like to reiterate items of noteworthiness: 1 . The contractor should prepare a long-term and short-term work schedule (two week duration) identifying tasks and dates (anticipated) of completion; update every two weeks . 2 . If the contractor or sub-contractor plans on working on holidays and/or weekends, he should notify you and the Town prior to said work so any need for inspections can be determined. 3. Material has been moved throughout the site. Areas within the building, parking and driveway areas appear to be filled. Per the contract, proper compaction equipment is to be used and material compacted in lifts . No compaction equipment has been observed on the site. Therefore, there is concern as to what and how material has been compacted. The contractor is to provide documentation as to areas filled to date and compaction should indicate location and elevation of areas tested. Proper compaction equipment is to be used. The construction schedule should also include a testing program. 4. Areas lacking either proper tests and/or results will require testing to confirm materials and compaction. The numerous material stockpiles should be identified as to intended use by the contractor. If these piles are not going to be used in the near term, they should be moved to the approved stockpile locations. Mr. Bruce Kellogg November 20, 1990 Page 2 5. The topsoil stockpile to the west of the small parking lot has not been spread out per previous discussions . It is important that the material be spread out so as to create a uniform grade from the parking lot down to the sidewalk. Additionally, proper stabilization of the area should be accomplished as soon as possible, i.e. before the frost sets in. 6. The gravel stockpile to the east of the small parking lot appears to be contaminated with a variety of materials. Although we would still strongly urge that the pile be located in the area previously discussed in my letter of November 7th, and shown on the revised plan dated 11/9/90, the material as placed and mixed is not what we had anticipated (or as directed by the engineer) . We would therefore, still look for some resolution as to location, quality and methods used to stockpile the excess gravel. 7 . The access driveway to the site was originally to be limited to the area across from the High School driveway. This area was to also have a anti-tracking mat. To date, the area along the water line installation to the north of the site has been used extensively. That area also has no anti-tracking mat. We understand why the original access has not been used, however, as was discussed, as soon as the materials have been moved to the south of the entrance area, the north access should be closed permanently and the area restabilized. Any area used, should have the anti-tracking mat installed immediately. 8. Regarding the relocation of the water line, we would ask if lowering of the water line in place has been considered. 9 . We would also appreciate an update on the quantity and type of excess materials expected on the site. Mr. Bruce Kellogg November 20, 1990 Page 3 I thank you for your attention to these matters . Should you have any questions, please feel free to contact me. Very truly yours, �l - Michael J. tick, P.E. Director of Public Works MJG:bmr cc: Jerry Iazzetta, Town Engineer / Marcia Banach, Director of Planning ✓ John McCahill, Zoning Enforcement Officer Project File Jeter Hartford Church Street lette r of Hartford Connecticut 06103 Transmittal Cook& 203 247-9226 Jepson Architects, Inc. Date �N- 6140j� -TnN� ' b) V) A41V Project + . \, f r \ Project No We are sending you These are transmitted as checked or noted below,if enclosures are not as noted,kindly notify us Herewith ❑ Specifications f ta(1)as requested ❑ (6)amend as noted and resubmit ❑ Under separate cover ❑ Samples ❑ (2) r approval ❑ (7)rejected ❑ Shop drawings L40(3)for your record ioPoants ❑ Other ❑ (4)no exceptions taken ❑ Copy of letter ❑ (5)amend as noted Quantity Document Dated Description Reason designation 1� 06 Remarks RECEIVED NOV so 1990 By V SO. NMR PLANNING DIM. Copy to hA �� - 47 ��V1 a . r T-a O-P s ?&101� U v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203 / . f�'OSOR,COC� 644-2511 December 3, 1990 Mr. Bruce Kellogg Jeter, Cook & Jepson 450 Church Street Hartford, CT 06103 Dear Mr. Kellogg: Re: Community Center Per our conversation today, it appears that the catch basin associated with the sediment structure will be in conflict with the existing sidewalk. Please have your Engineer review same. We would suggest that the catch basin be located along Nevers Road similar (in line) to the other catch basin on the ease side of Nevers Road. Should you have any questions, please contact this office. Very truly yours, Michael J. antick, P.E. Director of Public Works MJG/jsv cc: Jerry C. Iazzetta, Town Engineer / Marcia A. Banach, Director of Planning ✓ Project File TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON—`-le-.-' Phone No. '-C Address .----, Site Name P&Z No. Owner Phone No. Contractor e-, Signature of Owner I,'- J , Date: Signature of Design Engr. Date: CHANGE: (Describe location And nature 'of change. Include three (3) copies of plan/profile of Change. ) T-1 Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: l v/���t y Town Engineer Date: Dlm". of Public fflo k s'4 Date: Other: Date: STAFF COMMENTS: S.c L- white - Town Engineer NOV 30 11%U Pink - Director of Planning SO. WINDSOR PLANNING DEPT. Yellow - Applicant �towN sFq<� y r T-a o-P Sau& ?d&U&Ot o � e � d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 e R w`�SOR•C0� AREA CODE 203 644-2511 Town of South Windsor Community Center Change Order Comments (December 3, 1990) 1 . Slope area to east of building between ballfield should not be steeper than 3:1. 2 . Top of frame of existing sanitary sewer SMH II elevation shown as 173 . 60 . Should be adjusted to meet new grades. 3 . No top of frame elevation shown for proposed sanitary sewer S3 . 4 . PVC underdrain should outlet into/onto riprap. Should check grading - no 174 contour shown. 5 . Grades and/or note indicating final contour at permanent topsoil storage area should be shown. (See item 5 of 11/20/90 letter to Bruce Kellogg. ) 6 . Excess gravel stockpile area should not extend into area at the potential future driveway extension. (See item 6 of 11/20/90 letter to Bruce Kellogg. ) s TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. Address >' r' �;; , ,�, �., • _ "��:• "`�,�" `;;i: ;,o ., Site Name � - P&Z No Owner Phone No. Contractor Signature of Owner ,49 • y .�,.� Date: �91 Signature of Design Engr. Date:- CHANGE: (Describe location and nature 61hange. Include three (3) copies of plan/profile of Change. ) S•��r •ice ii� ;�- pJ ,. !� _, �_ _ 9S .s, Y['i. , 911 Reason for Change: (Why is change required) i APPROVALS: (As Required) Dir.. Of Planning �`�,�,: .,� :"�_< ;4.- ..� Date Town Engineer Date: Dir.. of Public Works r Date: Other: Date: STAFF COMMENTS: r .'t White - Town Engineer Pink - Director of Planning r Yellow - Applicant t CO) ii M-q r 0-I&Sau� ?d&U140t G� _ 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 4"I' oR•co�'��v AREA CODE 203/644-2511 July 9, 1991 Bruce M. Kellogg Jeter, Cook & Jepson, Architects 450 Church Street Hartford, Ct 06103 Dear Bruce: Re-- Application #90-47P - Cb"mumity Canter At the July 8, 1991 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #90-47P with all original and standard conditions. Application #90-47P becomes effective July 19, 1991 and expires on July 19, 1994. ry tr 1y yours, Kt Pli IM. Mann, Recording Secretary InlanWetlands Agency/ Conservation Commission cc: Marcia A. Banach, Director of Planning Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure . CERTIFICATE OF OCCUPANCY CiiECK LIST ,",cant '_L-Tt-7L c�,,x d� ,;, , Certif.. of Occupancy .rdress �,sa ,(,,,�,,t�Ls y��„� Building Permit No. -"' Lot No, Date Submitted Town Proj . No. cjo _$z3 Reviewed b io-i7- 9� 1 Project Name �,.. . C,77z Y Date 317E Pam= - Industrial/Ca=erclal and Individual Houaa Lots v The following lnfor-j tlon is required on all as-built drawings for site glass. Pe:—inent certificate of Occupancy cannot be issued until all required info r_-ation has been provided and approved by town surf. Plane east be aaae scale as approved airs plan. r+`_S' J a. Distance and bearings of all boundary lines and screage of site. ,Qla.✓(_ At/�vy?t f ,t...fD Iron pins are required at all property angle points. setsat be it: prior to issuance of per.ine-t certificate of occupancy, and must be shown on ss-built. (Iran pins on individual lots which a:s part c..,lf Pi Zc")sa„-:� of a bonded su:divis!on need not be set prior to issuance of �*�/,�' :r`�� S:r?,r c..,f�.•c. /.a�i .4rJV pe.:intat C.O.) r:r.`ents at corners and arg!es of all new streets and new street lines, at all points of curvature sad tanteneT: and at er!ti:a! corners and angles of all new Toni open space. The coordinates for the =onunents shall appear on the as. builts. No' shAV``"`� A b. Building lines. ,sJoT Go...r1i�r —IL e. All st:uctures, including s!gns, outside I!ght!ngr. d=:ste:s (!-dic3te that d._.yste:s are on concrete pad and sc:ee-ed). Locations of .--sjor site strut:%:res (buildings• park!ng lots, etc.) =usc be certified by L.S.: locations of inside-:al st:uc:fires may be apprax-I ate• .v o—, d. Este=eats (with distances and bearings). '- g ). noting g:a-tees, pu;pose. e• A-Z Ce;•!f!:a:!en; LS seal CUN1Clz"L-C \r r=/d�lro�`/ ✓f Finished first floor elevation of all buildings (inc'sdit; garages). A g. Curb lines, ;aver ent v!dth N o T C.o�++/,.s:`f T h. Sanita:v sever strvc:ures with hor!:ontal and ver:!:al (t!,s and inverts) loest!ons with!n Town rights_of-way and cast=ents. (.ata on Iste:als need not be certified by L.S. but must have been "'Stec:ed by Town and 1ccatien doct_e'ted by Ce...ractor.) J,l o Spot tlevs:!cns in sufficient dc:a!1•to dete.--,ae t.`.s- fi-a1 o,z /o-/3-7/ grading is in con!o::.ante with approved site plan. - y=��,� ���� N �• Regulated wetlands and 100-year floodplain; locst!on of existing brook channels. k. Star= drainage s;s:ea, shoving all catch bus!-s: en= walls: ranholes; ler.p:hs, sites and :y;es o: pipes (lees:ions ee::!f:cd by L.S.). Include hor!:ontal and vertical (t'•s one lnvc::)) locations of underd:a:-s, Lounzation d:a:ns, reo! lesde: eor%ccticns, etc-, at Lawn syste= tie-in (data need be veriflcd by L.S. but curt have been inspected by Te6'n and location dOc=cnted by contractor.) N ar C0^1%L" ?t 1• Any Improvements within Tovnl:tate right-of-vsy• ,C/•T Lp.+v/:.r1L�?� _• The following sta:eMent must be on the plans, 'The ltc=s to noted _ on this Plan have been verified in the field as to location, elevation, and Completeness. The following listed ltc=s are the only deviations fte3 the orlginal plane approved by the Planning and Zoning Co=lesion and staff approved change orders, (List) 7-D D/Se..-!f (Biased and Staoped by licensed L.S.)' Iffeetive 3101140 1 � A S P I N E T CONSTRUCTION CO 1 GENERAL CONTRACTING • CONSTRUCTION MANAGEMENT December 16, 1991 0 Mr. Bruce Kellogg Jeter cook & Jepson DEC 2 71991 450 Church Street Hartford, Cr 06103 SUBJECT: SOUM WIl4DS0R COMMLJNI'I'Y C'II1I'FR JETER, COOK &JEPS RE: Rsubmittal of Ton Site Plan As-Builts: Addressing TSW As-Built Checklist Comments by Inspector Bowan Davies Dear Bruce: Aspinet offers the following per the town site as-built check list. Note that this list was given to Aspinet at the pre-construction conference after the bid and signature of the contract documents by our company. The Town should realize that many of these items are not applicable to a commercial project where the Town itself is Caner. Aspinet's response to Town conmr._..nts are as follows: a. Distance and Bearings of All Boundary Lines: Not applicable Owner responsibility and not a requirement of our contract. b. Building Lines: Aspinet responsibility shown on Neriani as-builts as submitted on 10/10/91. C. Locations of all Structures: Aspinet responsibility shown on Neriani as-builts as submitted on 10/10/91. d. Easements: owner responsibility contained in architect and town records with relevant utilities. e. A-2 certification: owner responsibility. Not a requirement of Aspinet contract. A-2 certification contained in Town Engineering Department Off ices. f. Finished Floor Elevation: Aspinet responsibility as shown on Neriani as-built submitted 10/10/91. g. curb, pavement, sidewalk locations: Aspinet responsibility and detailed to 1" = 40'0" scale on Neriani as-builts submitted 10/10/91. h. Sanitary Sewer et al: Aspinet responsibility and fully detailed on Neriani as-builts submitted 10/10/91. i. Spot Elevations: Aspinet responsibility and fully detailed both in 1;lding slab elevations and site shown on Neriani as-builts submitted on 10/10/91. 71 Simsbury Road P.O Box 410 a Avon, Connecticut 06001 , Telephone (203) 678-1092_ •.4 FAX (203)_678.8425::,,:.... - 2 - j. Regulated Wetlands: Owner responsibility not a requirement of Aspinet contract. This information fully noted in Town Wetlands Office and never was at issue during the construction of this project. k. Storm Drainage System: Aspinet responsibility and fully detailed on Neriani as-builts submitted 10/10/91. 1. Write-Of-Way Inprovements: Owner responsibility not a requirement of Aspinet contract. M. Statement on Plans: Such a statement cannot legally be made by an independent surveyor hired to provide general information at project closeout. Note that all work is in accordance with contract documents as approved and reviewed by Jeter Cook & Jepson in documented change orders. Bruce, on October 28, 1991 I spoke to South Windsor Engineering. They did not give clear nor definitive explanation to the Towns remarks (see attached Town comments) . Aspinet trusts you as contract administrator will accept this as our final as-built noting the above comments as an addendum reply. Please contact me with any comments or questions you may have. Very truly yours, ASPINET CONSTRUCTION � � e ;Z ) /. William E. Eschert Project Engineer ns Enclosure ' ASPINIJ{ T UIVISION— . corrsutucrioN co. LPL cU'�U�L G ©F THCQU �(V O U T&L GENERAL CONTRACTORS Data 0 A-165 71 Simsbury Rd. - P.O.Box 410 - Avon,CT 06001 P.O.NO, (203) G78-1092 FNC(203) 674-8425 _ v Soutic Wic�dsor Conunun.Lty (:cntcr � Jetcr, Cook & Jepson, Arcicitccts _ 450 Church Street Hartford,' Cr. 06103 AT N: Bruce Kellogg ENTLEMEN: WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications Copy of letter ❑ Change order )8. NCR-\ratio S\T I.. N — COPIES DATE NO. DESCRIPIIO14 wN Subcontractor: IF II L:AfS RECEIVED ARE NOT LISTED ABOVE KINDLY NOTIFY US AT CWCE. HESE ARE TRANSMITTED as checked below: CJ For approval 0 Approved as submitted ❑ Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution �As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ EMARKS Please return approved copies for distribution to the field and subcontractor. cz '�--\i rN,\..- (�P'Pr�v rs� '� c� \V-j \--T ram`.. tv am r),N-\ Aspine.t File • SIGNED: • —W�Tarn scTcrt:=PruJcc:r Ell�;lllCCr *- A S P I N E T CONSTRUCTION CO. GENERAL CONTRACTING • CONSTRUCTION MANAGEMENT December 16, 1991 RR a � � l5 Mr. Bruce Kellogg✓ O n� Jeter Cook & Jepson DEC 2 71991 450 Church Street Hartford, Cr 06103 SUB=: SOU11H WINDSOR COM�2MM CENTER JETE�, COOK &JEP�O: RE: Pasubmittal of Town site Plan As-Builts: Addressing TSW As-Built checklist Continents by Insp�or Bowan Davies Dear Bruce: Aspinet offers the following per the town site as-built check list. Note that this list was given to Aspinet at the pre-construction conference after the bid and signature of the contract documents by our conpany. The Town should realize that many of these items are not applicable to a commercial project where the Ton itself is Owner. Aspinet's response to Town comments are as follows: a. Distance and Bearings of All Boundary Lines: Not applicable Owner responsibility and not a requirement of our contract. b. Building Lines: Aspinet responsibility shown on Neriani as-builts as submitted on 10/10/91. C. Locations of all Structures: Aspinet responsibility shown on Neriani as-builts as submitted on 10/10/91. d. Easements: Owner responsibility contained in architect and town records with relevant utilities. e. A-2 Certification: Owner responsibility. Not a requirement of Aspinet contract. A-2 certification contained in Town Engineering Department Offices. f. Finished Floor Elevation: Aspinet responsibility as shown on Neriani as-built submitted 10/10/91. g. Curb, pavement, sidewalk locations: Aspinet responsibility and detailed to 1" = 40'0" scale on Neriani as-builts submitted 10/10/91. h. Sanitary Sewer et al: Aspinet responsibility and fully detailed on Neriani as-builts submitted 10/10/91. i. Spot Elevations: Aspinet responsibility and fully detailed both in building slab elevations and site shown on Neriani as-builts submitted on 10/10/91. 71 Simsbury Road • P.O. Box 410 Avon, Connecticut 06001 Telephone (203) 678-1092 FAX (203) 678-8425 - 2 - j. Regulated Wetlands: Owner responsibility not a requirement of Aspinet contract. This information fully noted in Town Wetlands Office and never was at issue during the construction of this project. k. Storm Drainage System: Aspinet responsibility and fully detailed on Neriani as-bu.ilts submitted 10/10/91. 1. Write-Of-Way Improvements: Owner responsibility not a requirement of Aspinet contract. M. Statement on Plans: Such a statement cannot legally be made by an independent surveyor hired to provide general information at project closeout. Note that all work is in accordance with contract documents as approved and reviewed by Jeter Cook & Jepson in documented change orders. Bruce, on October 28, 1991 I spoke to South Windsor Engineering. They did not give clear nor definitive explanation to the Tbwn's remarks (see attached Town comments) . Aspinet trusts you as contract administrator will accept this as our final as-built noting the above MLitents as an addendwm reply. Please contact me with any cements or questions you may have. Very fly yours, ASPINEr OONSIRUCTION e z�- William E. Eschert Project Engineer ns Enclosure ti�1i... �`��+��;��-f�'�51i :`:..Jti:w� `"�'—•�1•^'•%1ch.�'1"'.f.``.r.•.cS'� i«=q,.-�:w'w..:•.C.•'�`:�'a,.n:il - - .'. .�. .�,� ,�a �-~��5. :.. :mac,; - _ .... _ ^•�"�_-', .._- -_ �+�•:•:%- __. „�.=�:'_ ... .,;.�- .., - . •'� 00or 1 v p December 17, 1991 F I � M E M O R A N D U M TO: Michael J. Cantick, Director of ublic Works FROM: Jerry C. Iazzetta, Town Engineer RE: Community Center Punch List Items - Site Work We have reviewed Mr. John Clark's memo to Mr. Bruce Kellogg dated 11/27/91 concerning the punch list items at the Community Center. As his memo addressed my memos to you, rather than the "punch list" dated October 16, 17, 1991, I will address my comments to the original punch list items and indicate Mr. Clark's comments versus the conditions observed on December 17, 1991 . I have also attached Mr. Karl Reichle's memo of December 11, 1991 addressing several punch list items . Item 1 We raised a concern about the sign having brick courses buried into the ground. Aspinet's comment is "N/A" . Someone from the Town should make a determination as to the acceptability of this work. Item 2 Spruce tree's lower branches were cut, but higher branches not touched. Aspinet indicates that the branches they broke have been removed. Karl's memo does not address this issue. DItem 3 Temporary electric pole is still in place. Aspinet says i ivis "N/A" Item 4 Topsoil has not been raked - 6" min. depth of topsoil was to be placed & no stones larger than 1 1/2" diameter. Just walking the swale and looking at eroded areas gives a visual indication of this . Aspinet says "completed" . Item 5 Curbing has not been touched. Aspinet indicates "Work to be completed 12/2/9111 . Item 6 Low spot on south side of catch basin has not been repaired. Aspinet indicates "Will review on 12/2/91" . Item 7 Installation of precast curb stops still not done along sidewalk by flagpole (as shown on drawing L2) . Aspinet indicates "all contract curbs in place" . Item 8 Riprap at outlet from swale not cleared .of silt and invert elevations not confirmed. Aspinet indicates "In process" . 7, Mr. Michael J. Gantick Page 2. Re: Community Center Punch List Item 9 Topsoil in swale not 61, and has excessive stones. Looking at eroded area in swale will confirm this. Aspinet indicates "In process" . Item 10 Upper end of swale not properly ,smoothed out" . Aspinet indicates "Completed" . Item 11 Tree clusters appear to be moved. Item 12 Completed Item 13 Site debris still scattered around. Aspinet indicates "Work to be completed 12/2/91" . Item 14 Drain along Nevers Road Sidewalk (near sediment structure) 1. Aspinet indicates "Completed" . Ic 11, not installed. Item 15 Completed Item 16 Disturbed area west of Nevers Road at new catch basin not restored. Aspinet indicates "work week of 12/2/91" . Item 17 . Storm drainage system not cleaned. Aspinet indicates "work week of 12/2/91" . Item 18 Sidewalk not repaired. Aspinet indicates "Work week of 12/2/9111 . Item 19 Backfilling along sidewalk still needs to be done correctly. Aspinet -indicates "Completed" Item 20 Not all areas disturbed by construction have been permanently stabilized. Aspinet indicates "Work Completed" . Item 21 Watering schedule not provided. E & S measures in swale are not acceptable. Haybale stakes are only in the ground a few inches and proper measures for placement not utilized. (See Karl's memo) . Aspinet indicates "Complete week of 12/2/91" . Item 22 Stockpile material has not been stabilized. Aspinet indicates "N.I.C. " N Items 22 to 27 inclusive - See Karl's memo (attached) . As you know, I will be on vacation when the scheduled walk thru is to take place on December 23, 1991. 1 have walked the site with Bo Davies and he is familiar with these outstanding items. I have asked Bo to represent the Engineering Division at this walk thru. JCl/jsv Jeter Har Church Street Letter of Hartford ` rCEIVED Connecticut 06103 Transmi Cook& 203 247-9226 ll Je son JAN 8 1992 Architects, Inc. Date 1, Z SO• WINDSOR PLANNING DEM 0 K;&v Project 1 Project No C'VA- We are sending you. These are transmitted as checked or noted below,if enclosures are not as noted,kindly notify us VHerewith ❑ Specifications ❑ (1)as requested ❑ (6)amend as noted and resubmit ❑ Under separate cover ❑ Samples ❑ (2)for approval ❑ (7)rejected �,�,�� El Shop drawings �)for your record L prints ❑ Other ❑ (4)no exceptions taken ❑ Copy of letter ❑ (5)amend as noted Quantity Document Dated Description Reason designation 0700 `I f Remarks By Copy to January 9, 1992 M E M O R A N D U M TO: Michael J. Gantick, Director of Public Works FROM: Jerry C. Iazzetta, Town Engineer RE: Community Center - As-Builts I have reviewed Mr. Bruce Kellogg's transmittal of January 7, 1992 which attached Aspinet Construction's December 16, 1991 letter concerning the Community Center As-Builts . The Aspinet letter "responds" to the Engineering Divisions 10/18/91 rejection of the submitted "As-Builts" for the Community Center. The letter basically indicates either "not Aspinet's responsibility" or "items completed" . The As-Builts forwarded with this letter are the same ones we rejected in October. I believe that Jeter Cook & Jepson were the applicants for this project and as such are responsible for complying with the Planning & Zoning and Conservation Commissions approval conditions . The As-Builts submitted on 1/7/92 are still not in accordance with our requirements . JCl/jsv TOWN OF SOUTH WINDSOR MEMORANDUM DEPARTMENT OF PUBLIC WORKS TO: Michael J. Gantick, Director of Public Works .09 FROM: Richard Boudreault, Superintendent of Public Building DATE: January 15, 1992 SUBJECT: COMMUNITY CENTER The following remain outstanding or incomplete: 1 . Equalizer that was removed to be repaired has not been returned. 2 . Railing still showing signs of rust at base. 3 . Blocks on south side of building were replaced using the wrong color grouting. 4 . Erosion at southwest corner of building. 5 . Cable TV installation incomplete. 6 . Elimination of rise in loop water temperature which causes heat pumps to go off on safety. 7 . Repair of Mechanical Room door - subcontractor(s ) pried door open--latch stuck in door. 8 . Staining (Rust) of building on south side due to steel elbow. 9 . Adjustment of air lock door closer needed on east side of building; door remains open. 10 . Repair of fence at dumpster area. 11 . Cracked bollard lens along sidewalk at Nevers Road. 12 . Question on whether flagpole lights were installed correctly (the correct direction) . 13 . Weather stripping on exterior doors (all) need adjustment. 14 . Equipment 0 & M manuals and building as-builts . 15 . Refer to Peter McElvieen--Bruce Kellogg punch lists for other building hardware and shelving, etc. . .items . 16 . Simplex connection still not completed. T M E M O R A N D U M January 16, 1992 TO: Howard E. Fitts, Chairman, Public Building Commission SUBJECT: COMMUNITY CENTER As a follow-up to my November 19, 1991 memo, please find attached punch list items which remain to be completed. Additionally, the following areas remain of immediate concern: 1 . The Simplex alarm panel connection has not been made from the utility room to the Simplex panel. 2 . The final disposition of the excess fill material to the east of the parking lot remains in question. 3 . Safety concerns with the protection of the cooling tower panel from vandalism, intruder contact should be addressed. 4 . As-builts for both the building and site are still outstanding. Certificate of Occupancy cannot be issued until satisfactory site as-built is provided. 5 . The table problem remains . 6 . The punch list items identified by Jerry Iazzetta, Town Engineer, memos of December 17, 1991 (updated) January 8, 1992 and January 9 , 1992 remain outstanding as well as the items on Richard Boudreault's, Superintendent of Public Buildings, memo of January 15, 1992 . 7 . Although the contractor made adjustments to the patio, observations during the December 23, 1991 walk-thru (heaved and settling brick) still suggest that the patio is not acceptable and if corrections are not made, the patio will be a maintenance nightmare. 8. Proper adjustment of loop water temperature diversion valves are needed to eliminate problem of heat pump units tripping safety features. Memorandum To: H. E. Fitts, Chairman, P.B.C. Subject: Community Center January 16, 1992 Page 2. We appreciate the Public Building Commission's efforts to bring about a timely completion of the outstanding items and look forward to a response concerning the subject matter. Michael J. Gantick, P.E. Director of Public Works MJG:bmr Attachments* cc: Jean E. Zurbrigen, Town Manager* Marcia Banach, Director of Planning* John Collins, Chief Building Inspector Jerry Iazzetta, Town Engineer Bruce Kellogg, Jeter Cook & Jepson* Project File* H Ole Sot� /r' • O � C U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �l��soR•co�'�� AREA CODE 203/644-2511 ' March 19, 1992 Mr. Bruce M. Kellogg Deter, Cook & Jepson Architects, Inc. 450 Church Street Hartford, CT 06103 Dear Bruce: Re: South Windsor Community Center Final Inspection Punch List December 23, 1991; Revised March 10, 1992 I am concerned with page 3 of the Final Inspection Punch List as revised on March 10, 1992; specifically under the topic "Site" . In the original Final Inspection Punch List on pages 11 and 12, under the topic "Site" , items #4, 9 and 10 read as follows: . . "All topsoil to be raked and seeded per plans and specifications . 6" minimum depth. No stones larger than 1 1/2" diameter. . . . The swale has washed out during the last few rain storms, revealing less than the minimum apparent topsoil and an excessive number of stones greater than 1 1/2" diameter exposed. Ken Erikson, Bo Davies, and Mike McInerney to confirm and correct. . . The upper end (east) of the swale was modified and needs to be "smoothed out" and seeded. " On March 10, 1992, during our walk-through of the site, I indicated that the swale is still a concern and additional work is required to comply with the approved plans . The swale has already started eroding; exposing sandy, gravelly, stony (some larger than 1 1/2" in diameter) material within the first few inches of the soil profile. - I would therefore respectfully request that you modify the revised Final Inspection Punch List (dated March 10, 1992) to clearly indicate the Town's concerns regarding the swale. Very truly yours, J n E. M!ahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Michael J. Gantick, Director of Public Works Jerry C. Iazzetta, Town Engineer Howard E. Fitts, Chairman, Building Commission William E. Esckert, Aspinet Construction Company ( PROPOSE ���pP ��- - 1 f � � ) PROP ED II i \\ 1 I � � � 8 LLFIEL \ 1 Y i EXIST TRANSFORMER (f� I' a FOUND 2" PIPE 4f CONC. PADS "80 FOR M ENERAT 179.0 R i 178A + OOD.SC N L_ 1 r SE� D 179.1 179.4+ �• + 179.6 17 $5 1 i i 7 i 17+.4 FINISH FLOOR ELEVATION = . U I - � L o h Q ci o ►� r" o Ld A Y ' RF RATED P C 17 .60 z PE (SEE DET IL) >> Q I V 175.72 tY m ..I LL z ` 7.00 U +1 77.40 179.90 SOLID PVC .46 a PIPE N��. 1'MALT _. +17 . 176 TEMPORARY TOPSOI I wQ r r _ (STORAGE AREA I Me t INV 174.65I I -- . 50 SF F1 18" INTERMEDIATE 170 RIP-RAP SON 6" BANK GRAVEL 74 PLACED S DIREC D AROUND RC FOUND BRASS 92'25'49 7 174.4 MONUMENT RCCE INV. 173.14 4"o 0.01 - - - - EXISTIN TF 175.55 (USE AS BENCH MARK) PROPOSFIB-4' SIDEWA( INV. (W 2.46 15" EXIST. INV. 1 NEVERS RD. STORM PIPE %T Vjr r