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HomeMy WebLinkAboutJMJ 2 Lot Subdivision h TOWN OF SOUTH WINDSOR , CONNECTICU PLANNING AND ZONING COMM APPLICATION FORM + Application No. : 3 f $ P P � AUG 03 Date Received: -� , Action/Public Hearing by: South Windsor Receipt No. : Planning $ z0*1 APPLICANT: ADDRESS: 658 Elliimton Road, South Windsor, CT 06074 _ TELEPHONE: 282-0628 OWNER OF RECORD ON LAND RECORDS : same ADDRESS : Sr COMPLETE LOCATION OF PROPERTY: Northeast corner of Smith & Clark Streets. ZONE: RR NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Stephen R. Biancardi, Design Professionals, Inc. ,441C Governors Hwy. S.W. Tel 291-8755 Larry P. Levesque, Esq. ,36 Forest Street, Hartford, Cr 06105 527-6502 TELEPHONE: THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required ) . X 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article (Public Hearing Required ) . 6. Site Plan of Development . 7 . Earth Filling [Section 101 and/or Earth Removal [Section 91 (Public Hearing Required) . 8 . General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. Apylicant VOw r esigQ irofessionaw, ine. wcivil engineers • planners • surveyors 1)RA rJAGEO_CAI•C1)Is11'j'_t()tJ5 1•itc, i Ia:'.1' 'I'.t'1.1 r': LcYT _...._. _. ._ tiny: i ti: 616vcJ AC� .c,uu�� r FIX i 5�1�i ii(i 611- pttiiE�v ir:i:•i� - - -- __------__-- --___. ('�1•:'1'l l t.�l) O I" 1�P 1 l�t�Y ti.t.�•',: 1�I�:r: i(;rJ r'1'U i�tl: -• .._. _ ......_...��-�`�t.�_ _i{.1�GYj._.....�_ _ __......_.___..__.__.. TOT AI, t�Jn•1•I�:it:;lli ii slit~n:_.._. . ... .-7.T A,x,= Sot)HU' ,So5c c. �;tttcr•nc:l: Lc.)tJl.),I'.t•I c.�cl�;, IturJUE�•r•' c:c.)r:r••1�.�.c�.1.I:t•t•1•; ti ,�t�r:ns SOURCE U1�• c.c.�t:r•r•• A AG.K WM' T-3) ltillV.�i'1" ( I.11D I.V.I DUAl, x (J IJ1.)I V.I.I)Unt.. AI1F1.As)/ ('1•U' A1, 11 UM) IUM (1)I S'.t'11rICES k S 1�U1.'1 �) ISO,, . --1�1.1�'1�'tItI.N(;1, 1.N 1�•I►1•�V11'L'.t U�J: -- _. --- _ 'I'I Fir: OF C'(•)t•1C'I"hl'I'12All,1011 '.t'1111; OF, 1)t112AT.I.ON : . t'—tJl:.i c;ll•t•r;l� I�LIIJUI�'[' Ct�r:r'�'.tC'1.I:IJ'1� __ Oct 19 . V- r••t•c)w itnct•r: @ 1.)I S.tUN POINT: I,c`Yo3.t�9 c'.F ' WA-t ea_•VeVTtt= 3 1 G uC• . A South Windsor CHECKLIST REQUIRED INFORMATION SUBDIVISIONS & RESUBDIVISIONS This checklist must be signed by plan preparer (P .E/L. S) declaring that all required information is provided . Items 1-5 are required for all applications ; Items 6-9 required where appropriate . Check mark for each item supplied. __✓__ 1 . On each sheet for plans or maps , title block with the following information : 1 a. . Name .and address of subdivider. b. Name and address of Land Surveyor or Professional onal Engineer . ✓ C . Name of subdivision. d . Date when drawings were made. ade. North arrows 90eet , C0. 2 . Key Map overall map drawn to a scale of 1 inch equals 2 which can be used as an overlay on Metropolitan District Maps . This map will show the overall design of the subdivision and will include: !J= a. Layout of streets with names or .� b . Layout of lots and lot numbers 1;;#00 c. Open space land Of A. d . Arrows indicating general direction of drainage e. Lines indicating sanitary sewer system flow f . Total acreage of subdivision / g . Total number of lots ___✓___ . :h. Names of surrounding property-owners and properties within 500 feet of the site __✓____ 3. Plot Plan: A layout ma of the proposed 'P p p subdivision drawn to a scale of 1 inch equals 40 feet on either of the following size sheets - ( 1) 25" X 37" with a 3/4" ruled margin ; (2) 15" X 24" with a 1/2" ruled margin - containing the following data: Page 2 (Subd. & Resub. ) Distance and bearings of all boundary a. 8 Y lines. fjo e/ b. Lot layout numbers, square footage of all lots, and all lot dimensions . Iron pins to be shown at all lot angle points. Lots should not be fragmented onto separate sheets except where size is prohibitive. N.— c. Proposed streets and street lines with center line stations, and curve data. d . Buildinglines in accordance with zoning 8 regulations. Ult. e. Easements, noting grantors , grantees , and purpose . 1 f . Proposed names of street . ✓ g . Names of abutting property-owners. ✓ h. 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 subdivision shall be coordinated . These No coordinates shall appear in tabular form on the plot plan . The accessibility of these MDC points shall be determined by the Town Engineer. ►JIA i. All open space reserved for parks, playgrounds, or other common or public uses shall be indicated. J . A-2 Certification ; P .E. /L.S . Seal . 01a k. Traffic control signs and pavement markings required by Traffic Authority. .� 4 . TopoStraphic Map: A map drawn to a scale of 1Jnch to 40 feet on sheets not exceeding 25 inches by 37 inches including ruled margins and shall , in addition to the requirements of the plot plans , show the following : Ja. All .exist-ing and proposed buildings. ./ b. Curb lines and pavement width , sidewalks. c. Existing and proposed sanitary and storm sewers, if any. •� d. Existing and proposed water and gas main systems . — e. Present wooded areas indicated by a "foliage line" . Any individual trees to be saved should be shown. f . Existing and proposed contours shall be shown at not less than two-foot intervals ; but in cases of relatively level land, the contours shall be one-foot intervals . Page 3 (Subd . & Resub. ) fg . Proposed storm drainage system showing all catch basins , endwalls, manholes ; lengths, and sizes of pipes. (Minimum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) u� h. Connections of all springs into proposed storm drainage system as needed. i. Location and indications of existing brook channels , and 100 year flood limits. J . A-2 Certification ; P.E. /L.S. Seal ,L k. Regulated wetlands and 100-year flood plain or note that site contains none. y ✓ 5. Drainage calculations - Zero Runoff Increase per attached guidelines . 1J�.A 6. Plans and Profiles : A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally and 1 inch to 4 feet vertically on sheets not exceeding 25 inches by 37 inches including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile . b . Street plan showing roadways , drainage and partial lot lines. c. Sight line at street intersections . d . Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information . e. Profile will show all catch basins and all. drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will. be shown and described as to material . f . Typical/critical cross-sections where grading is outside street right-of-way or is at street right-of-way. g. Where any storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to determine conditions. h. Metropolitan District Commission datum shall be used on all subdivisions accessible to controls. The Town Engineer shall , based on standard engineering practices, determine the accessibility of these controls. Page 4 (Subd . & Resub. ) i. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for houses shall be shown. 7. Traffic Report NSA 8. Open Space Site Improvement Plans: For subdivisions which require 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 ' 20 feet. 9. Sanitary Report: Where individual sanitary sewage g 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 ; r a. General nature and development of surrounding area. b . Topography and natural drainage pattern . i 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 - noting type of house , number of bedrooms per unit, etc. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and 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 lot layouts. h. Flood heights of any nearby streams, brooks, or rivers. i. Test results and engineering evaluation per Section 3. 2.a(6) . All information required above is included in this application at the time of submission. PLAN PREPARER P.E. L.S . ) DATE November, 1987 44 TlaU� 0-)e SIOU&i Q � ?d&U1460t V • s �' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 + �f'►'oSo1,CoN AREA CODE 203/644-2511 August 18, 1993 Mr. Joseph Perna Design Professionals, Inc. 441-C Governors Highway South Windsor, CT 06074 Dear Joe: RE: Appl . #93-33P, JMJ 2-lot Subdivision Attached is a copy of comments from the Planning, Police, WPCA and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit 6 complete sets to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, n� Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer t L JXJ 2-LOT SUBDIVISION PLANNING DEPARTMENT Key . 1 . Lots should be numbered. General Comments 1 . House location for Lot #1 4hould be shown within the 90 X 90 buildable square area. 2! Sight triangle must be shown at driveway entrances (per new subdivision regulations ) . �3 . Planning Department artment recommends that a shared drivewaybe utilized to decrease number of curb cuts on Clark Street (a collector road- refer to Section B.4.a, of the subdivision regulations) and to decrease impact on wetlands disturbance. POLICE DEPARTMENT Concern with crest of the roadway on Clark Street at Stanley Drive - it will have significant impact on site lines depending on driveway locations . WPCA Additional land from lot #2 should be deeded to the Town for existing site conditions (force main and driveway) and for possible future expansion/improvement of pump station. Also, if possible, the sanitary sewer lateral for lot #1 should have a slope of 2% . MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: JMJ Subdivision' - #93-33P DATE: August 12, 1993 We have reviewed the drawings dated June 15, 1993, received August 9, 1993 for the proposed JMJ Subdivision and have the following comments: Key Map 1 . Lots 1 and 2 should be shown. 2 . Plum Gully Brook should be shown. 3 . The 1150' easement in favor of parcel B" across Redfield should be shown. Plot Plan 1 . Coordinates of monuments should be shown. 2 . Datum used should be indicated. 3 . Boundary of entire parcel should be shown. 4 . Property lines and names of owners across from the proposed subdivision are not shown. Topographic Plan 1 . Legend should show 100 year flood plain and buffer lines . 2 . Sanitary lateral for lot #1 is at 1% slope. Town requirements are for a minimum of 2%. 3 . Foundation drain for lot #1 is at less than the minimum 1/2% slope allowed by Town. 4 . Rodent screens should be placed at ends of foundation drains. 5 . Driveway for lot #1 a. Should be wide enough for 2 way traffic as the house is 400' + from Clark Street. b. Applicant should investigate a common driveway for lots 1 & 2 to avoid crossing of a watercourse. 6 . Contours should be shown at least 200 feet beyond the subdivision property lines - this includes properties across Clark Street. 7 . Detail of sanitary sewer and storm pipe trench required. 8. Minimum pipe size of 15" should be used. 9 .. Flared ends should be used for pipe under driveway. Also a detail should be provided. 10. Dimension the proposed riprap pad and show on this topographic plan. r MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Enginee RE: JMJ Subdivision - #93-33P DATE: August 12, 1993 We have reviewed the drawings dated June 15, 1993, received August 9, 1993 for the proposed JMJ Subdivision and have the following comments: Rey Map 1 . Lots 1 and 2 should be shown. 2 . Sanitary flow from lots should be shown. 3 . Building locations should be shown. 4 . Plum Gully Brook should be shown. ►► 5 . The 50 easement in favor of parcel B►► across Redfield should be shown. Plot Plan 1 . Coordinates of monuments should be shown. 2 . Datum used should be indicated. 3 . Boundary of entire parcel should be shown. 4 . Note #3 indicates that the existing driveway to the sanitary sewer pump station encroaches on lot 2 . An easement or deeding of this area to the Town should be part of this proposal. 5 . Property lines and names of owners across from the proposed subdivision are not shown. Topographic Plan 1 . Same comment as comment #3, Plot Plan. 2 . Legend should show 100 year flood plain and buffer lines. 3 . Sanitary lateral for lot #1 is at 1% slope. Town requirements are for a minimum of 2% . 4-. Foundation drain for lot #1 is at less than the minimum 1/2% slope allowed by Town. 5 . Rodent screens should be placed at ends of foundation drains . e Marcia A. Banach Re: JMJ Subdivision 93-33P Page 2. 6 . Driveway for lot #1 a. Should be wide enough for 2 way traffic as the house is 400 ' + from Clark Street. b. Applicant should investigate a common driveway for lots 1 & 2 to avoid crossing of a watercourse. 7 . Contours . should be shown at least 200 feet beyond the subdivision property lines - this includes properties across Clark Street. 8 . Detail of sanitary sewer and storm pipe trench required. 9 . Minimum pipe size of 15" should be used. 100 Flared ends should be used for pipe under driveway. Also a detail should be provided. 11 . Dimension the proposed riprap pad and show on this topographic plan. JCl/jsv PLANNING DEPARTl�NT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel St y:.t Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning am es Snow Marcia A'.o' Banach, Director of Planning a The Planning & Engineerin Departments have eceived plans for t e following project: # Zon Acreage `. 3 Subdivision_ Site Plan Residential_ No. of Lots/Units_„_, Commercial Industrial Location: elC� Project Description: Future Town-owned .property involved? Yes_ No (a" new streets— (existing frontage also) (b) new open space/recreation area .active_ passive_, (c) new detention area Planning Department comments S1�Please let me know by if you will have comments on this application so that I can follow up with your department when do a Planning rtment report. e 'c c PLANNING DEPARTInu T IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, K 'p„, , e, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Zd Lewis, , ire Marshall Lanning, James Snow 4 FROM: Marcia A. Banach, Director of Planning The Planning & Engineerin Departments have eceived plans for t e following project: # - ? (Irmn Zone ,Q Acreage Subdivision Site Plan Residential_ No. of Lots/Units Commercial Industrial Location: ��- � Rug Project Description: Future Town-owned property involved? Yes_ No (a) new streets (existing frontage also)_ (b) new open space/recreation area active passive (c) new detention area Planning Department comments 1" OK 6V eAa J1WEr- 1_3m he mew-r- 6vo f S w Please let me know by ' if you w' v y ill have comments on this application. so that I can follow up with your department when I do a Planning Department report. PLANNING DEPARTNBNT IN-HOUSE REFERRAL FORM T_: „a �, rbrigen, Karl Reichle, Michael Gantick, Mel Stead, maw Sgt. Gerald Lewis, Fire Marshall Lanning, James Marcia A. Banach, Director of Planning The Planning & Engineerin Departments have eceived plans for the following project: # 0- n Zone Acreage Subdivision Site Plan Residential_ No. of Lots/Units 42 Commercial Industrial �B i Location: C� . Project Description: Future Town-owned property involved? Yes_ No (a) new streets_ (existing frontage also) (b) new open space/recreation area .active passive (c) new detention area Planning Department comments FlyPlease let me know by if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. ,41 /� A L-- ��� C,.�ti..�C..��i�r-ti ( ��'��rl^�q. G.­.-� CA',t-t.t..�.a 1 CX L�+J► ems-- .POs.5.'6A-4— �x Pat�sI b1.11i"'r,.0 � .a..�r- U f- pLAVLr? � .-� '' ■ ■ 9?esigo rofessionals, inc. civil engineers • planners • surveyors ■ September 10,1993 Marcia Banach,Planning Director Town of South Windsor 1540 Sullivan Avenue Q South Windsor,CT 06074 Dear Marcia: Re: JMJ 2 Lot Subdivision SEP 10 fgg3 East Side of Clark Street ,s' h VM"11xd South Windsor,Connecticut _ Project No. 93-676 ! + ! Please find enclosed for your review revised plans for this application based on Town staff cam ents. Any cents not addressed on the plans have been addressed below and pertain to your letter dated August 18,1993. Planning Department: General ccm ent No. 3 - A shared driveway, in our opinion, is not desirable in this case. idle suggested alternative would require one ccemn driveway through Lot No. 2 creating an undesirable inpact on the house location and rear yard privacy. our proposed driveway layouts have minimal inpact on wetlands as confirmed by a certified soil scientist, with only .02 acre of disturbance, and provide vehicle turnaround areas. Police Department: Sightlines have been measured in the field and are adequate for both proposed driveways. A profile of the sightline direction in question is enclosed and de on- strates an adequate sight distance of 423 feet for Lot No. 2. Lot No. 1 sightline is far better and has not been questioned. W`PCA: The entrance driveway, fencing, and force main for the Clark Street pump station, as constructed by the Tbwn without proper easements nor permission, encroaches on the proposed Lot No. 2. This fact has been brought to our client's attention, and he is prepared to discuss an easement arrangement with the Tom Manager. Lot No. 2 contains the required zoning frontage as depicted, which precludes fee simile conveyance of the encroachment area to the Tbwn. Of course this Town encroach-rent issue should not delay action on the pending applications, and our client is anxious to move forward in a timely manner. Engineering Ccnments: Plot Plan: No. 3 - As was discussed with you previously, it was determined that the boundary of the entire parcel need not be shown. No. 4 - Property lines and names of all abutting property owners are shown 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 c n on the plans. Properties across public streets are not abutting properties. Topographic Plan: No. 3 - The foundation drain for lot No. 1 as depicted on the plans is at 0.54%. Also, as stated in the general notes, house locations and sizes are schematic and subject to final approval at the time of plot plan submission. No. 5 - The driveway for Lot No. 1 is a private driveway and not a coitmn driveway, therefore, the width as shown should be adequate. However, considering the length of the driveway, a vehicle pulloff area has been added. No. 6 - Contours have been shown in enough detail to properly assess the general topography of the surrounding area. No. 8 & No. 9 - The proposed driveway culvert as shown is privately caned and does not have to meet mu' u'm n requirements for road drainage based on the Town of South Windsor's Public Improvement Specifications. It should be noted that the 12 inch RCP can easily handle flaws even greater than a 100 year storm event as the drainage area is small. This culvert is designed ,vainly to allow free drainage of a small wet area and to allow passage of motor vehicles. As such, flared ends are not necessary considering the low flows. No. 10 - The rip rap pad has been dimensioned and is shown on the sedimentation and erosion control plan. Please don't hesitate to call if you should need clarification on the above. Sincerely, DESIGN PROFFSSIONAIS,INC. By: J Ar ult,P.E. cipal cc: John McCahill s ■ esi n CVrofegsionals, inc. civil engineers • planners a surveyors 441C Governors Highway,South Windsor,CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 I MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: JMJ Subdivision - #93-33P DATE: September 16, 1993 We have reviewed the revised plans dated 9-9-93 for the two lot JMJ Subdivision and have the following comments: Topographic Plan 1. The buffer lines should be shown on the Legend. 2 . Details of Sanitary and Storm trenches are difficult to read. They should be enlarged or cleared up in some manner. 3 . The proposed riprap pad should be shown. 4 . It is recommended that flared ends be placed on the 12" RCP under the driveway. This will eliminate scouring of the banks and will allow a proper "dressing up" of the pipe ends. . The applicant has indicated that a shared driveway would not be desirable. However, we feel that it is appropriate as it would eliminate Grossing of a watercourse and would place only one curb cut on a very busy road. JCl/jsv JMJ 2-LOT SUBDIVISION 1 . Application for a 2 lot subdivision of 6 . 63 acres located on the easterly side of Clark Street, north of Smith Street, RR zone. 2 . Minimum lot size is 40,000 sq ft; both lots are in excess of 3 acres . The plans indicate the 90X 90 buildable square for the two lots; however the proposed house on lot #1 must be shown within this square. It appears that all other zoning requirements have been met. 3 . Water and sewer will service the site. Fred Shaw, Sup't of WPC has requested that additional land from Lot #2 be deeded to the Town for the existing site condition (consisting of the force main and driveway) and for possible expansion/improvement of the pump station. Also, if possible, the sanitary sewer lateral for Lot #1 should have a slope 2% . 4 . There are a significant amount of regulated wetlands on the site. The Inland Wetlands/Conservation Commission approved this application on 9/20/93 with the following approval conditions: $5,000 bond; conservation easement covering the existing pingo in the middle of the two lots; groundwater information shall be provided to Town staff prior to construction; geo textile material shall be used in the construction of the driveway on lot #1 in the area of the wetlands limits associated with the drainage swale. It shall be used for the remainder of the driveway as deemed necessary by Town Staff . A note shall . be placed on the deeds reflecting other regulated wetlands on the site. 5 . The applicant has shown both driveways as individual driveways onto Clark Street with turnaround driveways . e Planning De ment recommi! , hat a shared drivew e utilize cause Clark eet is a busy or street. Pin Estates su vision just up a street was required have shared iveways for the ame reason. If this application is approved, there are no other planning department modifications requested. sk&&-A Gam. a,�n,ook5 vz-v 015 41e rM ,..r n W' x L g ua s p �x� T a y xry P+W �5 Y 1{ __ .;..+-�.�4uax�M�?a� .s°,�:u"c'.s+r-' ..c•.;. .,..,,is x' v r,,.,.'. UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS rr ENDER INSTRUCTIONS ur name,address and ZIP Code space below. U=M=�plete items1,2,3,and 4 on the rse.ch to front of article if spacePENALTY FOR PRIVATE mits, otherwise affix to back of USE, 5300 cle. • Endorse article "Return Receipt Requested" adjacent to number. RETURN Print Sender's name, address, and ZIP Code in the space below. TO IWA/CC, TOWN OF SOUTH WINDSOR 93-33P 1540 SULLIVAN AVENUE SOUTH WINDSOR C pow N "4< o ' TtwAn O-P S<W& W&U&at C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�OsoR•Co�'� AREA CODE 203/644-2511 October 4, 1993 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 CERTIFIED MAIL Dear Mr. Jacques: Re: Appl. #93-33P, 2 lot Subdivision —Clark Street We are pleased to advise you that- the Planning & zoning Commission voted on September 28, 1993 to approve with modifications the above- referenced application for a Subdivision to .create 2 lots on property located on the easterly side of Clark Street as shown on -plans - prepared by Design Professionals, Inc. Job No. 93-676, dated June 15, 1993 and revised through September 9, 1993. This approval is subject to the following modifications: 1 . This approval is for 2 lots, numbered 1 and 2. 2 . Drainage and construction for this subdivision is subject to the approval of the Town Engineer, 3 . All lots shall be serviced by .the Town of South Windsor . sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4 . Water shall be supplied to this subdivision by the Metropolitan District Commission. 5 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $5,000 . 6 . Prior to commencement of any site work, a meeting must be held with Town Staff . 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8 . All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits . a �:WL Y.. dsh y, Y A'} T x , x ��+r�4 �, �''" ...�� r jr � �.,�=�t�"''f,�fi 7 Y �`y�rs.,``�4���3 y ,�x <: •„ �s+���+�'r- '`'r���t���` !k'�v SMIR .+•� ? a effi ?Yr �g UtzaaSG r a UNITED STATES POSTAL SERVICE OFFICIAL 111.11111111110118 SENDER INSTRUCTIONS Prim 1►oer mere,ad*m and ZIP Code In the apace below. • ComplMe X%and 4 on dw • Attaoh'to*am of I Olga If spree arllo-1111—N• o��aft�baolt of PENALTY FOR PRIVATE • Endom aAlcle "Retw Receipt USE.$300 Requraad"adin nent to rNwiber. RETURN Print Sender's name,address,and ZIP Code in the space below. TO PZC — TOWN OF SOUTH .WINDSOR 93-33P 1540 SULLIVAN AVENUE SOUTH WIND50R CT 06074 SIEP 2 9 1993 _ � J t:'v rr r»r ��i�i� 3✓Lf�i� LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER TUESDAY, OCTOBER 51 1993 SOUTH WINDSOR - PLANNING & ZON'ING COMMISSION At its September 28, 1993 Regular Meeting, the Commission voted to take the following action: 1 . Approve with modifications appl . #93-39P, Mother Goose Nursery - Special Exception to Article 5 . 1 . 2 . 9 . 1 of the Zoning Regulations to allow expansion of the day care on property located at 1742 Ellington Road, RC zone 2 . Approve the proposed amendment to Section 16 . 2 . 3 of the Zoning Regulations to require applicant to include the acreage of all parcels (or part thereof) contained within the proposed zone change area, and all parcels (or part thereof) located within 500 ft of the proposed zone change 3 . Approve with modifications appl . #93-33P, JMJ Construction Company - Subdivision to create two lots on property located on the easterly side of Clark Street, RR zone 4 . Approve with modifications appl . #93-14P, Town Center SRD/RSK- Kellco, Inc . - Special Exception to Article 5 . 1 . 2 . 9 . 2 of the Zoning Regulations and Site Plan of Development , to create a 20 unit Senior Residence Development on property located south of the Bank of South Windsor, south of Ellington Road, RC zone 5 . Approve settings/reductions/callings of certain bonds Louise Evans, Chairman _ ■ ■ esigg RECEIVED 9 pfessionals,oinc■ OCT 211993 civil engineers • planners • surveyors ■ � WINDSOR PLANNING DEFT, October 20, 1993 Ms. Louise Evans, Chairperson Planning & Zoning Omission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Louise: Re: JMJ Subdivision Clark Street South Windsor, Connecticut Project No. 93-676 Our client, Jean Marc Jacques, hereby requests a 90 day extension on the tirle to file the mylar for his two lot subdivision on Clark Street. Please advise us' of the Commission's action and, if approved, the new filing deadline. Sincerely, Design Professionals, Inc. w By: . Peter R. DeMallie Agent for Jean Marc Jacques cc: Jean Marc Jacques 441C Governors Highway, South Windsor, CT 06074 (203) 291-8755 0 FAX: (203) 291-8757 40 ,t,< rA LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 3 �� ( 203 ) 644-2511 DATE TO: QlAAA-A WE ARE SENDING YOU: P & Z initial plans - Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for f iling Change order form Other .- Correspondence Copies Apple No. Pro ect TF 77 3 THESE ARE TRANSMITTED as checked below: For review and comment For your file Returned with revisions For your use As requested Other PLEASE RETURN/COMKENT BY: COMMENTS: -Copy t � vt From: M `f 199 To"o j ►South 7D Se << Dept. P /t,?�.NtiP,6) Z or s W IAJ4 ZW A/Ct 4W Vi170N a �o •Z w�-�,� s� �r tL/tt3 . ft*VIftr 3 1>946s SAWi,0 54W 4o40WOA/t ■ eS199 9 rofessionals, inc. civil engineers • planners • surveyors ■ December 8, 1993 Mr. Jerry C. Iazzetta, P.E. Tmn Engineer, T0%M Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Jerry: Re: Clark Street Subdivision Lot # 1 -Soils Testing. Please find enclosed, copy of test pit data for your information. A geotextile shall be'used to stabilize the subgrade of the driveway in the area of the wetlands crossing - specification being "Exxon GTF-130EX" non-woven fabric or approved equal. Additional fabric may be used along the length of the driveway as deemed necessary during construction. Feel free to call, should you have any questions or camments. Sincerely, Pew Joseph J. Perna Project Engineer cc: Nancy Harris N .l! 2 Ol RECEIVED DEC 0 5 1 3 6 wn 993 � To . Of South 117ndsor Engineering 4 Dept. 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 (203) 291-8755 PROJECT No,- 676 LOCAMN 1fLt*T esign DATE: 911-5 _:5 rof es lap iris Inc. TESTtNa BY- civil engineers planners surveyors south windsor, connecticut 06074 :SV 1Vlubo OBSERVATION PIT NO. 1 LOT No,! (1F.,a ;.4aG) SOIL PROFILE DEPTH FROM DEPTH DESCRIPTION O �6$' ask p IEDaE• MOTTLING• 06E WATER:_ N/S ROOTS- NOTES• OBSERVATION PIT NO. Z LOT NO I Wotas>IW� tvcArvou) SOIL PROFILE DEPTH DESCRIPTION FROM TO ZO�� ILICkT &: o `J)tf Loam �S COM p��T� • h Zoaa.� owe v co�,PacT c.T LCLA•Z MDOE: MOTTLING' WATER: ROOTS-- NOTES: ' �0,00 •t,44 LETTER OF TRANSMITTAL co�`� PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR - 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 IZ 10 ( 203) 644-2511 DATE �p TO: utC o (rpR IVED a '0 1993 ►il! rEngineering Dept. WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No* Pro ec.t 613- 13 F TV Z�E Ju THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions _ As requested Other PLEASE RETURN/COMKENT BY: COMMENTS: 6D z i � 93 we """"vivo of Volume 178 Page N2 29 s • � 1 L .A.D„1974. WARRANTEF DEED 00E'i1.8 i 100/ N• • s 7 e ms.Ls• TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME, GREETING:• I KNOW YE, that THE HARTMAN TOBACCO COMPANY, a corporation organized and existing under the laws of the State of Connecticut, having its principal office in the Torun and County of Hartford, State of Connecticut, does hereby give, grant, donate and dedicate • to the TOWN OF SOUTH WINDSOR# a municipal corp oration poration having its �,.� ••• r territorial limits in the County of Hartford, State of Connecticut, Nek"Fblk a certain piece or parcel of land situated in said Town of South t., Windsor, bounded and described as follows, to wit: ...».•wN.N•w••w.•••• Commencing at a point in the southeasterly street line Y of Clark Street Two Hundred Thirty (230) Feet southwesterly, Lcu measured in the said southeasterly street line of Clark Street, * Sh" from an iron pin set at the southwesterly corner of land now or formerly of Stanley Pastula, at al and the northwesterly corner of land of the grantor herein; thence running north 810-321-08" E, Seventy-One and Fifty-Six One Hundredths (71.56) Feet to a point; thence running south 240-33'-34" W, One Hundred Twenty- 00617. Nine (129) Feet to a point; thence running north 650-26'-26" W, Sixty (60) Feet to a point in said southeasterly street line of '_ Clark Street, the last three courses being along other land of •:. the grantor herein; thence running north 240-33'-34" E along said southeasterly street line of Clark Street, Ninety (90) Feet to the point or place of beginning. )POLITAN Being a portion of the premises conveyed to the grantor herein by Deed of L. Gershel's Son, Incorporated, dated December 17, 1929 and recorded on June 21, 1948 in the South Windsor Land --- Records in Volume 42 at Page 27. 'onnecticnt The grantor hereby further grants to the Town of South Windsor the right, privilege and authority to perpetually maintain ;. a sewer line including the right to lay sewer pipe and to maintain, operate, alter, repair and replace the same through the hereinafter described portion of the grantor's property, to wit: Commencing at a point in the southeasterly street line of Clark Street at an iron pin set at the southwesterly corner of ---� land now or formerly of Stanley Pastula, et al and the northwest- erly corner of land of the grantor herein; thence running south ad record: 690-24'-23" E along said land now or formerly of Stanley Pastula, at al to a point; thence running south 240-33'-34" W in a line parallel to and Thirty (30) Feet, measured at right angles, from said southeasterly street line of Clark Street, to a point; thence running south 810-32'-08" W along; the premises here inabove described and conveyed to the grantee herein to a point in the southeasterly street- line of Clark Street; thence running north 240-33'-3411 E Doll an, along said southeasterly street line of Clark Street Two Hundred k Thirty (230) Feet to the point of beginning. h benefits !all legal S 4 . 19= :.Z., 9 Z • i 1 Volume 178 Page N° 30 M2- 4 The grantee herein agrees to hold the grantors its successors and assigns. harmless from any and all damage to o rty or person caused by the construction themain- 3 a property and repair of said sewer line, to®eat ore th l as �vithis+ said easement to as withathlnbove provided use, and to possible, commensurate similarly restore the lthereof at aln connectioniwith theeser-y to disturb the surface vicing, repairing or replacing of said sewer line. The grantor reserves the right to landlforits succes sors and assigns, to continue to use saidinterfere with the use and purpO8eH which do not in any way for which the r thereof by said Town in fulfilling the purpose foregoing easement in gran The purpose and intent of this deed is ibed to theate Townand of dedicate the land and easement purposes constructing on the South Windsor for the public pstat 1 and conveyed a sewer pumping station and installing main ' taming a Sewer line within the easement above Br TO BAYS AND TD BOLD the above granted premises, with the � tenances thereof, unto the said Town Of aPP South 111adsor, its forever, to its and their own proper use successors and assigns hoof. And also, i d t, the said grantor, does for itself, its an and assigns, covenant with the said grantee, its suc- S successors Lessors and assigns, that at and until the annealing of.these ' promises, as a good indefsasi— ti presents, it is wail seized o! the BS SIIiPl�S; and has good ble estate in F right to grant and convey the sane is manner and form as is above written and that the same is free from all incumbrances whatsoever, except as hereinbefore 1. mentioned. AND FURTHERMpg$,- the said grantor does by these presents . � bind itself and its successors and assigns forever to WARRANT AND Cr DSFsrrD the above granted promises to the said grantee, its suc- 1 `} censors and a,8eigns, against all claims and demands whatsoever, C1 J except as hersinbefore mentioned. IN WITNSSS WBSRAOF, said The Hartman Tobacco Company 0. has caused this instrument to be signed in Its behalf by -� Q. Volume 178 Page N2 31 to -3- •� 'y Richard A. Ne�►field, its president, hereunto duly authorized, i r ;es- and its corporate seal to be hereto affixed this 1 g day of e }: July in the year of our Lord nineteen hundred and seventy-three. he Signed, Sealed and Delivered presence the nd � in � of artman To co ompany of , -_ �' ` l ain- &d ' - Harry Nair s es i Richard A. Newli ,� th the ;Ci� w �^ its r Virginia Nelson VP use w •+ �j;!., ;�•�•4s,s G, State of Connecticut � yl t1A�'��`• Lf, its Sao Hartford sun- County of Hartford se On this -day 8ay of July, 1973, before me Harry 1 . H ry L. feaai- 4 Nair, the undersigned officer, •- personally appeared Richard A. onvey Newfield, who acknowledged himself to be the President of The e saws ;. Hartman Tobacco Company, a corporation, and that he as such afore President, being authorized so to do, executed the foregoing y instruaeat for the- purposes therein contained, by signing the iellts � �` Rama of the corporation by himself as president. rr AKD In Witness.Whersol, I have hereunto not my hand. Received For Record ruc- April 3, 1974 at 8 s 30 am . Marilyn W. Burger ref, Anat. Town Clerk q, g:�n ommIssloner of the Superior cou=r Harry Nair _r .. i Q • i • i J • rf A Y Y 1