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f? TOWN OF SOUTH WINDSOR, CONNECTICUT I� PLANNING AND ZONING COMMISSION _ APPLICATION FORM son-C-0 �� D Application No. : `/ Date Received : - -St"Cv - r!3 MAY 27 1993 Action/Public Hearing by: 2 ?. Receipt No . : South Windsor Planning & Zoning Commission. APPLICANT: - P11ra Tic, ADDRESS : /7gI/ TD inn YJ � , SJ. �,7�C�< �_ TELEPHONE : 4W-e%1 OWNER OF RECORD ON LAND RECORDS : ADDRESS : COMPLETE LOCATION OF PROPERTY: Oil�ner- f'md G1�d Lrt���T ZONE: NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: TELEPHONE: — THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required) . 2. Subdivision . -he- /7o- 7FKCTOatj 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 10] and/or Earth Removal [Section 9] (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. Oaw�)-j j1r -4&11" Applicant ' Owner PLANNING AND ZONING COMMISSION f APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS i f 1 . All prospective applicants are urged to confer with Town Planning i Department and Engineering Department staff prior to submission of any application to the Commission , I 2. Plans are officially received only on the fourth Tuesday of each month j at the Regular Meeting of the Planning & Zoning Commission (PZC) . i 3 . Three (3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the counter if checklist is incomplete . It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans, architectural elevations , traffic report , etc . Planning Department staff will not accept checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6. Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . 1 4 1 4 P _ 0 1� Y' PROJECT XMM '. TOWN OF SOUTR WINDSOR CHRCKLIST RI?uUIR.BD INFORMATION SM DIVISIOH & RESOBDMSIONS a This checklist must be s�ned 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. j Check mark for each item supplied. 3 1 . On each sheet; for plans or maps, title block with the following informations a a. Name and address of subdivider. b. Name and address of Land Surveyor or Professional Engineer. C. Name of subdivision. d. Date when drawings were made. e. North- arrows 2 . Key Map - An overall map drawn to a scale of. 1 inch equals 200 feet, wh.ic;h_ can .be used as an overlay on Metropolitan District Maps. This' map will show the overall design of the subdivision and will include: a. Layout of streets with names . b. Layout of lots and lot numbers . 104 c.. Open space land. d. Arrows indicating general direction of drainage. e. Lines indicating sanitary sewer system flow. f . Total acreage of subdivision. �/ g. Total number of lots. 4 MV*00"�i O t-a 1 4 l l ✓ h. Names of surrounding property-owners and properties within 500 feet of the site. 3. Plot Plan: A layout map of the proposed 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 s 1/21, ruled margin - containing the following data : ,/ a. Distance and bearings of all boundary lines . 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 . �✓ c. Proposed streets and street lines with center line stdtionsi and curve data. d. Building -lines in accordance with zoning regulations . ,,✓ e. Easements, noting grantors, grantees, and purpose. f . Proposed names of streets . g. Named 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 coordinates shall appear in tabular foriti on the plot:- plan. The accessibility of these MDC points shall be determined by the Town Engineer. �f4 i . All open space reserved for parks, playgrounds, or other common or public uses shall be indicated. 'j . .-2 Certification ' P.E. /L.S. Seal,. k. Traffic control signs and pavement markings required by Traffic Authority. V✓ 4 . Topographic Matt A map drawn to a scale of 1 inch to 40 feet on sheetsi not exceeding 25 Inches by 37 inches including ruled margins and shall, in addition to the requirements of the plot plan, show the following: a . All existing 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 lane,, . 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. ✓ g. 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 . ) ✓ 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 . Ay-2 Certification; P.E. /L.S. Seal . k. Regulated wetlands and 100-year flood plain or note that site contains none. ✓ 5. Drainage calculations: - Zero Runoff Increase per attached guidelines . :✓ 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 . THE HOMESTEAD SUBDIVISION 1 . Application for a 7-lot subdivision on 22. 1 acres located on the southerly side of Deming Street, easterly of Buckland Road, AA-30 zone. Existing lot #1 was cut out of this parcel previously as a part of a free split of the property, and not a part of this subdivision. This lot will have the only driveway which will come out directly onto Deming Street. 2 . Minimum lot size allowed is 30, 000 square feet. Lot sizes range from 30,528 square feet to 3 . 14 acres . The 90 X 90 buildable square has been shown for all of the lots . All lots appear to conform to our zoning regulations . 3 . Water and sewer are available. WPCA approval is required. "Developed acreage" figure should be provided to Collector of Revenue' s Office for computation of sewer connection charge. Sewer laterals should be constructed to obtain 2% slope. " 4 . There are regulated wetlands on the site. The IWA/CC approved this application on 6/21/93 with the recommendation of a $10,000 bond. They also added the following approval condition "The plot plans and the deeds for lots #1, 2, 3, 4, and 8 shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . " 5 . All of the lots will have driveways off of the cul de sac road, Sele Drive. Sidewalks are shown on these Jly side of the cul de sac. C . T 6 . This is the first subdivision to fall under the new subdivision regulations regarding setting aside of open space, a fee in lieu of or a combination of both. The applicant has submitted the name of a appraiser, Robert Morra of Morra Associates Appraisers, whom they propose to conduct an appraisal of the property to determine the fair market value of the 9+/- acres which is a part of this subdivision. If the Commission agrees to this appraiser, an appraisal will be conducted and at such time as the individual lots are sold, a fee of 10% pf the appraised value will be collected on a lot by lot basis and money will be placed in a fund which will be used for the purpose of preserving open space or acquiring additional land for open space or for recreational or agricultural purposes . The mechanism for collecting this money will be coordinated through the Planning Department and the Finance Department. From an administrative standpoint, the most logical approach appears to be placing a lien on the individual lots which would be paid to the Town at the time of the sale of the lot. 7 . The site is currently an open field with a strip of vegetation along the Deming Street frontage and a small amount of vegetation to the rear of some of the interior lots . The applicant is requesting waivers for the following: - C. 2 . Landscaping Plan - A waiver may be granted by the Commission where it is demonstrated that subdivision landscaping is not feasible or practical, or where existing site vegetation to be preserved is sufficient to preclude the need for additional landscaping. If a waiver is granted, the subdivision plan must contain provisions for the preservation of existing vegetation (where appropriate) , in accordance with Site Protection and General Planting Requirements below. C. 2 .c Street Trees - A waiver may be granted where topography or site conditions are not suitable for street trees, street trees may be eliminated or may be designed in strict accordance with the above standards, at the Commission' s discretion. The Commission should be aware that we no longer have the requirement for two trees per lot in the regulations; therefore if a waiver is granted to this section, there will not be any trees required to be planted. 8 . The Police Department has reviewed the plans and has asked the developer to clear some of the foliage and brush along Deming Street to maintain the appropriate site lines . If this application is approved, the following modification is requested: - building line on Lot # 8 should be shown coincident with the drainage easement t . 7r tO•MN SE,`y r o D S,, ye 0� w � C U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 SOR COa June 1, 1993 TO: Elizabeth A. Warren, Chairman, IWA/CC FROM: John E . McCahill, Zoning/Wetlands Enforcement officer �f�t- Re: Application #93-19P, The Homestead DOCUMENTS REVIEWED: Application form and subdivision plans for The Homestead (dated 5/21/93 ) COMMENTS : 1 . The property shown as lot 1 , in the northeasterly corner of the entire piece, is under separate ownership. As stated in item C of the' application form, "if the applicant is not the owner of the subject property, a letter by the property owner(s ) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application" . 2 . The application form, item G, indicates that abutting property owners have been notified by certified mail that an application is pending before the Agency. A sample copy of the letter should be submitted. Section 7 . 3b of the Regulations states that this must be done "within seven ( 7 ) calendar days of the time an application is submitted. . . " . 3 . The existing and proposed tree line should be shown and symbols should be included in the legend. It appears that the proposed development will take place within the existing tree line; some clearing will take place for the proposed road. A note should be added to the plans stating the limits of clearing shall be flagged in the field and approve by the Town prior to cutting trees . 4 . The plans are indicating a "flagged wetlands line" . The Soil Scientist responsible for establishing the limits of the wetlands should verify the flagged wetlands line as shown and should submit a written report for this site. The legend should include a symbol which clearly distinguishes the wetland limits and this symbol should be used throughout the plans . (The symbol used for wetlands is the same symbol used for hay bales and silt fences . ) 5 . The plans are showing intermittent watercourses utilizing the standard mapping symbol . This symbol should be included in the legend. It appears that there is an intermittent watercourse along the roadway in front of the proposed lot 1 . The 80 ' Elizabeth A Warren Page Three June 1, 1993 Application #93-19P 14 . There is no access to the lots (excluding lot 1 ) without the installation of the roadway. On sheet 7 of 11 the sequence of construction indicates building construction can start with installation of sedimentation control measures & detention basin. This is not the best approach to ensure a stable site . The notes under the sedimentation and erosion control measures indicate house construction may begin with installation of underground utilities . This would be more appropriate. 15 . Sheets 6 , 7 and 8 of 11 should identify the length and size of the pipe at the outlet of the proposed detention basin. 16 . They are proposing to install 17 ' x 24 , modified rip-rap at the outlet of the basin. This should be evaluated to ensure that it provides adequate protection based on the expected discharges . A detail should be provided which includes gravel bedding and filter fabric under the rip-rap. 17 . These comments should be addressed prior to consideration of approval by the Agency. J JEM/pmm O � c � O-P s� ?d&U&-0t 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•co��(c+ AREA CODE 203/644-2511 June 22, 1993 CERTIFIED MAIL Richard S . Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Application #93-19P, The Homestead At the June 21 , 1993 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #93-19P - IWA/CC permit for the construction of an 8 lot subdivision on property located southerly of Deming Street and easterly of Buckland Road, AA-30 zone as shown on plans prepared by Torres Engineering, Inc . , dated May 21 , 1993 and revised through June 17 , 1993 . This approval is subject to the following conditions : 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission . This must be completed within 65 days of approval prior to any construction activity on the site. 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 . We recommend a bond in the amount of $10,000 . 00 to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for three years and shall expire on June 21, 1996 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans . Richard S . Kelley Page Two June 22, 1993 Application #93-19P 8 . The plot plans and the deeds for lots #1, 2, 3, 4, and 8 shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . 9 . Delete the proposed detention basin and stormwater system going to the proposed basin. 10 . Sedimentation structure and detail shall be added to the final plans . 11 . It was determined by the Commission that the drainage ditch located on the south side of Deming Street (as substantiated by John Ianni, Soil Scientist) is not to be considered or shown on the final plans as an intermittent watercourse. Very truly yours, Elizabeth A. Warren Chairman EAW/pmm cc: Town Engineer Planning & Zoning Commission Design Professionals, Inc. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: rred brigen, Karl Reichle, Michael Gantick, Mel Stead, Shy, Sgt. Gerald Lewis, Fire Marshall Lanning, James FROM: Marcia A. Banach, Director of Planning The Planning & Engineering 2artments h ve re eived plans for the following project: # _ � Zone - L- Acreage Subdivision_ Site Plan Residential_ No. of Lots/Units Commercial Industrial Location• , n41 - 6u Project Description• Future Town-owned property involved? Yes_k No_ (a) new streets (existing frontage also) (b) new open space/recreation area ,I„ )L _�4,o .active_ passive_ (c) new detention area 4 Pd1 eMe-j-4- Planning Department comments ( ! .J Please 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. /�.-�',L✓�Z ti �.cs.-�v`-'--C.�L V„-v ,C.�"`E3..'�r.� /1t,Qn,rCi. J�.�-,r�.,J'7 "^�r .�.:� �.._"_._ -e. ���V�c.�-e<i1 J..,.. <'s_ �Z, RECEIVED SUN 3 1993 `'O. WINDSOR PLANNING DEPT. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering De artments h ve re eived plans for the following project: # G�.� Zone Acreage Subdivision_ Site Plan Residential__ No. of Lots/Units j Commercial Industrial Location: rrn�.r— �Lvw,La 9 Project Description: z✓q Future Town-owned property involved? Yes No_ (a) new streets( (existing frontage also) (b) new open space/recreation area _ L�,z� .active_ passive_ (c) new detention area _- , P,11 ew e-iO�- Planning Department comments J � 1-3 Please let me know by �� ��L if you will have comments on this application so that I can follow up with your department when I do a Planning Department repor�. r /! ✓ 1 PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen Michael Gantick, Mel Stead, , Fred Shaw, Sgt Gerald Lewis, 're Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments h ve re7eived plans for the following project: # I��rn�'� � �i��� J( cOv Zone - ,L,' Acreage Subdivision Site Plan Residential- >�-- No. of Lots/Units Commercial Industrial Location• CA� bU t L("-d I NP nn "t 9 fr I Project Description• Future Town-owned property involved? Yes_k No_ (a) new streets (existing frontage also) (b) new open space/recreation area k&Y _ L�,�� u; i q, P(&LVL� .active_ passive_ (c) new detention area 4 P�uP-Me-s0�- Planning Department comments L :L J Please let me know by `�� �� �.� if you will have omments on this application so that I can follow up with your depa ent when I do a Planning Department report. ' CAL yucz IGri� (L 1-41MK t�l� ri2us+fY b qAW-T)41U J11-1L C�� . MEMORANDUM July 15, 1993 TO: Marcia Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: THE HOMESTEAD SUBDIVISION 93-19 We have reviewed the revised drawin dated 6-30-93 for the proposed The Homestead Subdivision and have the following comments : Rey Map 1 . Revision date should be shown. 2 . Grandview Terrace should be labeled. 3 . Driveway to church should be shown. Boundary Survey 1 . Plan indicates that there are 22 . 1 acres excluding lot #1 . The Key Map indicates 22 . 1 acres including lot #1 . Which is correct? 2 . Lot #1 is not fully described--distances along bearings S65009146" & S0303715211E are not shown. 3 . Revision date required. 4 . Datum for coordinates should be indicated. Plot Plan - Sheet 3 1 . - Monuments should be numbered and coordinates listed. Plot Plan - Sheet 4 1 . Drainage easements to be granted to the Town should be shown with bearings and distance. 2 . Along Deming Street drawing has bearing and distance "N24 50' 14"E, 17-00" shown. What is this describing? Topographic Map - Sheet 5 1 . The proposed Buckland Road and Deming Street improvements under construction, including pavement, drainage, etc. should be shown. 2 . State of Connecticut Drainage Right-of-Way should be shown. 3 . Existing storm pipe and ditch along Deming Street should be shown. 4 . Deming Street should be widened along frontage of property. Present pavement is very narrow. (18, in some areas ) . 5 . Driveway to the church should be shown. 6 . Existing tobacco barn should be shown. 7 . Contours for adjacent properties for 200 ' beyond project should be shown. Memorandum To: Marcia Banach, Director of Planning From: Jerry C. Iazzetta, Town Engineer Re: The Homestead Subdivision 93-19 July 15, 1993 Page 2 . Topographic Map - Sheet 6 1 . Deming Street should be widened along frontage of property. Present pavement is very narrow ( 18 , in some areas ) 2 . What is the design speed of Deming Street? 3 . Test pits should be taken to determine the level of groundwater in area of roadway and results submitted. 4 . Sight line for Lot #1 driveway should be shown. 5 . Existing storm pipes and drainage ditches should be shown--including pipe from Grandview. 6 . Grandview Terrace should be shown. 7 . Lot #1 shows a sanitary lateral going across Deming Street, but does not show what it is connected into. 8 . Size and type of pipe for sanitary laterals and footing drains should be shown. 9 . Access road to storm pipe should be labeled. 10 . Town will require a right to drain across lot #8 and other land of RSK-KELLCO, Inc. 11 . Replace storm manhole at station 1+15+ with a catch basin in street. 12 . "40 ' off wetlands" and 1180, off wetlands" lines need better definition--they look like contour lines . 13 . There may be a conflict with a fire hydrant in the area of Sele Drive. Please have applicant investigate. 14 . Same comment as comment #2, Sheet 4 above. 15 . Same comment as comment #7 , Sheet 5 above. 16 . Lot numbers should be shown. Plan and Profile - Sheet 9 1 . Plan shows pipe going west from CB #7 without connection. This appears to be an error. 2 . Plan shows underdrain on east side of Sele Road. The topographic plan does not show this underdrain. Which is correct? If underdrain is to be installed, it should be shown on profile. 3 . Existing grade on profile at Station 0+00 to edge of existing pavement and a little beyond, appears to be in error. Details - Sheet 11 1 . Typical roadway section detail should indicate that the pavement design shall be approved by the Town Engineer prior to construction. JCI :bmr ® RSK KELLEDINC. • Developers 1744 Ellington Road • Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 Juoy 23 , 1993 QQ pp, ; .1111 23 1993 Louise Evans, Chairman South Windsor Planning and Zoning Commission Planeilg & 1011nj Conmi<< " • 1540 Sullivan Avenue South Windsor, CT 06074 RE: The Homestead, Application # 93-19P Dear Mrs. Evans: This is to notify you that the following appraiser will be performing an appraisal at the above subdivision. Robert Morra Morra Associates, Appraisers 624 Talcottville Road Vernon, CT 06066 If anything further is needed from our office, please contact me at the above number. Yours truly, Carol S. Kell y, Secretary We Build Our Reputation MEMORANDUM July 26 , 1993 TO: Marcia Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engine e 4c RE: THE HOMESTEAD SIIBDIVISION 93-1 We have reviewed the revised drawings dated 7-19-93 for the proposed The Homestead Subdivision and have the following comments : 1 . Sheets 4 and 6 show a bearing N2405011411E along Deming Street at Sele Drive. This bearing is 90' different from the adjacent bearing S65009146 "E; however, they are shown as a single line. This appears to be in error. Deming Street should be widened along the entire length of the subdivision. The existing pavement is narrow--18' in some areas . It is recommended that the pavement be widened such that the distance from the centerline of the existing pavement to the new pavement edge is 151 . The existing drainage ditch along Deming Street should be filled in and a pipe placed along the entire frontage of the subdivision. 4 . Underdrains should be placed under the east side of the proposed Sele Road including the cul-de-sac area. 5 . Sheet 5 and sheet 3 should contain the same note that is on Sheet 4 pertaining to the right to drain. 6 . Footing drains for lots 2, 3 and 4 should be PVC. 7 . The sanitary lateral for lot #1 requires an invert at the connection to the existing sanitary main. Also, it may be advantageous to connect the lateral to the nearby manhole. JCI :bmr ,LL 2 8 1993 V,S1S'AMTTOWN CLL#K LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER TUESDAY, AUGUST 3, 1993 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its July 27 , 1993 Regular Meeting, the Commission voted to take the following action: 1 . Approve with modifications appl . #93-19P, RSK-Kellco, Inc. , - Subdivision of 7 lots on property located on the southerly side of Deming St and easterly of Buckland Rd, to be known as "The Homestead" , AA-30 zone 2 . Approve with modifications appl. #93-18P, Oak Meadow/Steven Krohn - Special Exception to Article 4 . 5 .5 .d of the Zoning Regulations and Site Plan of Development to create a 10 unit Designed Residence Development on property located across from Governor' s Highway, southeasterly of Ellington Rd, DR zone 3 . Approve settings/reductions/callings of certain bonds Louise Evans, Chairman - �t041" 8F4 `� C � 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 SOR Co August 4 , 1993 CERTIFIED MAIL RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: Re: Application #93-19P, The Homestead We are pleased to advise you that the Planning & Zoning Commission .voted on July 27, 1993 to approve with modifications the above- referenced application for Subdivision to create 7 lots on property located on the southerly side of Deming St and easterly of Buckland Rd to -be known as "The Homestead" as shown on plans prepared by Torres Engineering, Inc. , dated May 21, 1993 and revised through July 19 , 1993 . This approval is subject to the following modifications : 1 . This approval is for 7 lots, numbered 2 through 8. 2 . Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets . 3 . Drainage for this subdivision is subject to the approval of the Town Engineer. 4 . 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. 5 . Water shall be supplied to this subdivision by the Connecticut Water Company. 6 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Town Manager. Street lighting is to be coordinated with the Chief of Police. 7 . Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. RSK-Kellco, Inc. Paste Two August 4, 1993 Application #93-19P 8 . A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1, 000, 000 . 9 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $10,000 . 00 . 10 . Prior to commencement of any site work, a meeting must be held with Town Staff . 11 . A11 plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12 . 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 . All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 13 . Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 401 , shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains . No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 14 . If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15 . Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans . RSK Kellco, Inc Page Three Auqust 4, 1993 Application #93-19P If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 16 . A drainage assessment fee in the amount of $350 . 00 shall be submitted to this Commission. 17 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk' s Office. 18 . Address engineering concerns in Town Engineer' s memo dated July 26 , 1993 with the exception of the #2 and #3 (widening of Deming Street and drainage pipe) . 19 . Building line on lot #8 must be coincident with Drainage Easement. 20 . Waiver is granted to Section C. 3 .f to allow sidewalks on only the westerly side of the road. 21 . Waiver is granted to C. 2 .c. for street trees because site conditions are not suitable for street trees (due to view) . 22 . Waiver is granted to C. 2 for landscaping plan. 23 . In accordance with Section 5 .C. 1 .c, the Commission agrees with the selection of Robert Morro, Morro Associates Appraisers, to determine the fair market value of the land prior to subdivision. Ten percent of the fair market value shall be provided to the Town as a fee in lieu of open space. Said fee to be paid in accordance with the provi9sion of the above-referenced section and Connecticut General Statutes . Black and white transparent mylars of Sheets #1, 3, and 4 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be RSK-Kellco, Inc. Page Four August 4, 1993 Application #93-19P returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION *,e.Q.ei C. Lzt'� Louise C. Evans, Chairman LCE/pmm Enclosure cc: Town Engineer IWA/CC Chief Building Official Supt. of Pollution Control Assessor Fire Marshal Registrar of Voters i I UNITED STATES POSTAL SERVICE 1 I I 1 Official Business PENALTY FOR PRIVATE I USE TO AVOID PAYMENT U.S.MAILI OF POSTAGE,$300 I 1 Print your name, address and ZIP Code here PZC I 93-19P TOWN OF SOUTH WINDSOR 1 1540 SULLIVAN AVENUE 1 1 SOUTH WINDSOR CT 06074 !( t i SENDER: • Complete items 1 and/or 2 for additional services. I also Wish to receive the w • Complete items 3,and 4a&b. following services (for an extra V • Print your name and address on the reverse of this form so that we can feel > m return this card to you. m > • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address N does not permit. �. _ • Write"Return Receipt Requested"on the mailpiece below the article number. 2. ElRestricted Delivery •m ++ • The Return Receipt will show to whom the article was delivered and the date tl c delivered. Consult postmaster for fee. o 3. Article Addressed to: 4a. Article Number m P 007 587 331 a 4b. Service Type E ❑ Registered ❑ Insured RSK—KELLCO, INC. tyn 1744 ELLINGTON ROAD Certified ❑ COD 5 W ❑ Express Mail ❑ Return Receipt for 3 SOUTH WINDSOR CT 06074 Merchandise c 7. Date of Delivery w 0 oZC 5. Signature (Addressee) 8. Addressee's Address(Only if requested w and fee is paid) W t 6. Si ature gent) o — H PS Form 3811, December 1991 U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT n JL APPRAISAL REPORT AUGUST 16, 1993 PREPARED FOR• RICHARD S. KELLEY 1750 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 PROPERTY APPRAISED: DEMING STREET SOUTH WINDSOR, CT 06074 PREPARED BY• ROBERT R. MORRA MORRA ASSOCIATES 624 TALCOTTVILLE ROAD VERNON, CT 06066 LICENCE # A01095 <�--M- ovca p#j,3.oe!atEi Real Estate Appraisers 624 Talcottville Road Vernon, CT 06066 Robert Morra telephone (203) 875-6201 fax (203) 872-3967 August 16, 1993 Richard S. Kelley 1750 Ellington Road South Windsor, CT 06074 RE: Appraisal of Property Deming Street South Windsor, CT 06074 Dear Mr. Kelley: Pursuant to your request, a personal inspection and appraisal was made of property located at the rear of 350 Buckland Road and Deming Street in the Town of South Windsor, Connecticut. The subject property consists of a 11.4 + - acre parcel of undeveloped land. The subject is located to the rear of 350 Buckland Road and off of Deming Street. It is my opinion based on the data and conclusion presented in this report, the Estimated Fair Market Value of the subject as one undeveloped parcel of land is $170,000.00. ONE HUNDRED SEVENTY THOUSAND DOLLARS. Respec lly bmitted, Robert R. Morra Appraiser NEIGHBORHOOD DATA The subject is located off of Deming Street, 1, 000 + - feet from Buckland Road. The immediate subject area is rural residential in character. The subject area is developed with single family homes. The homes in the area have a wide range of values from $140, 000. 00 to $350, 000. 00. The homes in the area are a mix of newer and several older homes. The majority of the land in the area is undeveloped, mostly open field and woodland. A larger portion of the land in the neighborhood was once tobacco farms. The land is generally rolling terrain. The subject area is convenient to shopping, 1/4 mile to shopping areas on Buckland and Ellington Road, and 2 + - miles from the Buckland Mall. The subject is also 2 + - miles from I-84 . The larger subject area has had a significant commercial growth in the past several years. The neighborhood has seen moderate residential growth. -3- LOT DESCRIPTION The subject is located on the south side of Deming Road and east side of Buckland Road. The subject lot as proposed has 190 + - feet of frontage and an average depth of 900 feet. The parcel has a total area of 11.4 + - acres. The lot is basically rectangular shaped. The property is sloping terrain. The most prominent features is a brook which runs east and west through the property. The stream divides the front 1/5 of the lot from the remaining portion. The subject also has a small intermittent stream along the south west corner of the property. The subject appears to have some wetland area along the stream. The extent of the wetlands varies with the terrain along the stream. The lot is presently overgrown open farmland with some forest areas along the east, south, and west boundaries. The lot has no on site services; sanitary sewer, electrical service, telephone service, and cable television are available at the street. The subject property is not in a flood hazard zone as illustrated in Flood Hazard map #090036-0005-B, May 1, 1980. -5- HIGHEST AND BEST USE That reasonable and probable use that supports the highest present value, as defined, as of the effective date of the appraisal. Alternately, that use from among reasonable probable and legal alternative uses, found to be physically possible, appropriately supported, financially feasible and which results in highest land values. The definition immediately above applies specifically to the highest and best use of the land. It is to be recognized that in cases where a site has existing improvements on it, the highest and best use may very well be determined to be different fro the existing use. The existing use will continue, however, unless and until land value in its highest and best use exceeds the total value of the property in its existing use. See interim use. Implied within these definitions is recognition of the contribution of that specific use to community environment or the community development goals in addition to wealth maximization of the individual property owners. Also implied is that the determination of highest and best use determined from analysis represents an opinion, not a fact to be found. In appraisal practice, the context of most probable selling price (market value) another appropriate term to reflect highest and best would be most probable use. In the context of investment value and alternative term would be most profitable. Interim Use - That existing and relatively temporary use where the transition to highest and best use deferred. A building lot or other improvement may have a number of years of remaining life yet may not enhance the value of the land which has a highest use, except an interim use taxpayer while the land is in transition. AMERICAN INSTITUTE OF REAL ESTATE APPRAISERS/SOCIETY OF REAL ESTATE APPRAISERS Revised Edition Real Estate Appraisal Terminology, ed. Byrl N. Boyce (Cambridge, Mass. Ballinger Publishing Company, 1981. ) P. 126 and 127 . -6- HIGHEST AND BEST USE The subject is presently open undeveloped overgrown farmland. The prospect of using the subject as farmland is possible but remote. The land values in the area are to high to be utilized strictly for farmland. The subject has sufficient frontage to be developed as a large residential lot. The subject may be sub-divided into two rear lots. The limiting factor for development is the stream and lack of frontage. The subject would require inland wetlands approvals to be developed even as one lot. The subject has sufficient land prior to the stream to allow development of one lot. It would be reasonable to assume one dwelling could be built. The balance of the land could be used for open space or raising of horses or growing of trees, i.e. , nursery stock or Christmas trees. The subject is large enough for development into several building lots, however, such a subdivision would require a new street to be built. The subject "as is" is one lot with excess acreage. It is my opinion the subject' s highest and best use "as is" would be as a large single family lot with additional acreage for future development. -7- APPROACHES TO VALUE The traditional basic methods or techniques by which data may be processed into an indication of value: COST APPROACH - That approach in appraisal analysis which is based on the proposition that the informed purchaser would pay no more than the cost of producing a substitute property with the same utility as the subject property. It is particularly applicable when the property being appraised involves relatively new improvements which represent the highest and best use of the land or when relatively unique or specialized improvements are located on the site and for which there exists no comparable properties on the market. DIRECT SALES COMPARISON APPROACH - That approach in appraisal analysis which is based on the proposition that an informed purchaser would pay no more for a property than the cost of acquiring an existing property with the same utility. This approach is applicable when an active market provides sufficient quantities of reliable data which can be verified from authoritative sources. The direct sales comparison approach is relatively unreliable in an inactive market or in estimating the value properties for which no real comparable sales data are available. It is also questionable when sales data cannot be verified with principles to the transaction. Also referred to as the Market Comparison or Market Data Approach. INCOME APPROACH - That procedure in appraisal analysis which converts anticipated benefits (dollar income or amenities) to be derived from the ownership of property into a value estimate. The income approach is widely applied in appraising income - producing properties. Anticipated future income and/or reversions are discounted to a present worth figure through the capitalization process. AMERICAN INSTITUTION OF REAL ESTATE APPRAISERS/SOCIETY OF REAL ESTATE APPRAISERS Revised Edition Real Estate Appraisal Terminology, ed. Byrl N. Boyce (Cambridge, Mass: Ballinger Publishing Company, 1981) , P. 63 , 79, and 132 . -8- Sale #1 379 Deming Street Lot Size: 10. 07 Acres Frontage: 176 feet on Deming Street 1, 690 feet on Ridge Road Zone: AA 30 Site Condition: Similar to subject Terrain: Sloping Sale Price: $275, 000. 00 Price Per Acre: $27 , 309 . 00 rd Date of Sale: Grantor: Burgess Grantee: Jacques Volume: 706 Page: 185 -10- Sale #2 Lot 7 Strong - .. . Lot Size: acresFrontage: 55 - - Zone: Residential Conditions:Site Level Sale ■ 000 00 Price Per Date of Sale: 6/19/92 Grantee:Grantor: Amam Denfield Volume: 652 Page: i,�«���s � . '` irks'�� T'. G.�wfi`.r`• t.� ^�rC�•,'� 'R•o �--�+ � �..°`tiK .� �� ; �' ���'�6yy��+u`'N� .fit "• � •: �'` •c;�► it � � rt.j+•r ,. �.,., a�F '`�,.wF �`1C —.pe,��.yF �'!rq`.y{iw`y� {� '� ,r"M• M <. .'l W►� A..It �� •t s.f� MJ Sale #3 116 Mountain Street Ellington, CT Lot Size: 5.5 acres Frontage: 50 feet plus water frontage Zone: Rural residential Site Conditions: Hilly with good view Price: $90, 000. 00 Price Per Acre: $16, 363 .50 rd Date of Sale: 7/27/93 Grantor: Luginbuhl Grantee: CT Water Co. (abutter) Volume: 200 Page: 530 All -12- t M.•. 1 v �v .� � r 1 'R R f rT ADJUSTMENTS The sales were adjusted for difference to the subject as follows: Sale #1 was adjusted per acre as follows: Frontage: -$ 9, 625. 00 (35%) Site Conditions: -$ 27 , 000.00 (10%) Total Adjustment: -$ 12 , 325. 00 Per Acre Adjusted Value: $ 14 ,984. 00 Per Acre Adjusted Value per lot: $170,817. 60 ($14,984 . 00 X 11.4) Sale #2 was adjusted per acre as follows: Frontage: +$ 1, 086. 00 (5%) Location: +$ 2, 172 . 00 (10%) Time: -$ 2 , 606. 00 (12%) Site Condition: -$ 4 , 344 . 00 (20%) Total Adjustment: -$ 3 , 692 . 00 Per Acre Adjusted Value: $ 18, 028. 00 Per Acre Adjusted Value per lot: $205, 519.20 ($18, 028 . 00 X 11. 4) -14- Sale#3 was adjusted per acre as follows: Frontage: +$ 818. 00 (5%) Location: +$ 4,909 .00 (30%) Site Condition: -$ 3, 273 . 00 (20%) Water Frontage: -$ 4 , 091. 00 (25%) Total Adjustment: -$ 1, 637. 00 Per Acre Adjusted Value: $ 14 ,726. 00 Per Acre Adjusted Value per lot: $167,876.40 ($14,726. 00 X 11.4) Sale #4 was adjusted as follows per lot: Excess Acreage: +$ 57,200. 00 ($5, 500 per acre) Time: -$ 3 , 200. 00 (3%) Total Adjustment: +$ 54, 000. 00 Adjusted Value per lot: $164, 000. 00 Indicated value by Market Data $170, 000. 00 -15- CONCLUSION The subject's highest and best use "as is" was determined to be a single family building lot with excess acreage. The subject was compared to 4 land sales, and adjustments made for difference. It is my opinion, based on a careful analysis of all value data presented in this report, the Estimated Fair Market Value of the subject in fee simple as of August 16, 1993 is $170, 000. 00 ONE HUNDRED SEVENTY THOUSAND DOLLARS. Respectfully submitted, //// 0i Robert R. Morra Appraiser -16- c [ ENr F If oC>-�cHa J�l RD 9 � SAND Nrr � _A,✓ � � C- -I RD 5EE NSE T Prp R0�\ / ' ICA r�I O L``Y y�/ Tad( J'V�'. \2d•C2/p C:✓urro�.pR/���0`n� �/ EuINcTON POND C ow V oc~9RtJ 9 q � \� Ln Q E R TOWN `P,Ys $uITN ST. / li Qo J � N t - SOUTH � MPPT argR i 3?(Ya �� DYQ� � CONNEC f IUL. of �.4If. .wrl -- � r1 r,� .,i�. ,� •�.�.� ��.,•`fit✓� 1 •K r a'71� ' - Y �f o 6 i \ + ' - 3�� `"'Mal+ • QUALIFICATIONS OF APPRAISER ROBERT R. MORRA EDUCATION Masters Degree ECSU, 1972 AGE 51 EXPERIENCE Fourteen years of sales, brokerage, and appraisal of Real Estate, 1978- present. Have qualified and testified as an expert in Real Estate matters in all State of Connecticut courts and Federal Bankruptsy Courts, fully licensed in CT. , #A01095. Associated eight years with Raiche Associates, Real Estate Appraisers, Wethersfield, Connecticut. Owner and Principal, Morra Associates, Real Estate Appraisers, Morra- Lavitt Realty, Commercial and Industrial Realtors. Member of Commercial and Industrial Division of the Connecticut Board of Realtors and President of Northeast Connecticut Chapter 1983-1984 , Vice Pres. , 1985-1987. CLIENTS REPRESENTED Stafford Savings Savings Bank of Rockville Bank of South Windsor Security Pacific Finance Credico Financial, Inc. Tolland Bank Fleet Mortgage Corp McCue Mortgage Corp Bay Bank Mortgage Company Shawmut Bank Manchester State Bank Savings Bank of Manchester Radio Station WRTT Homequity/Homerica Salvation Army Towns of; East Hartford, Somers, and Bolton . Nelson Feightways, Inc. Several area Attorneys . . . . . .And others A U G - Z O - 9 4 T U E 1 5 : 1 2 P . 02 - n na c4siocl a t&i Real Estate Appraisers 624 Talcottville Road Vernon, CT 00006 Robert Mona telephone (203) 875-6201 fax (203) 872-3967 ,August 16 1993 � g Richard S. Kelley 1750 Ellington (toad South Windsor, CT 06074 RE: Appraisal of Property Deming Street South Windsor, CT 06074 nAar. Mr. Kelley: Pursuant to your regiipst, a personal inspection and appraisal was made of property located at the rear of 350 Buckland Road and Denning Stroot in the Town of South Windsor, Connecticut. The subject property consists of a 11.4 + - acre parcel of undeveloped land. The subject is located to the rear of 350 Buckland Road and off of Deming Street- it is my opinion basest on the data and conclusion presented in this report, the Estimated Fair Market Value of the subject as one undeveloped parcel of land is $170,000. 00, ©NE HUNDRED SEVENTY THOUSAND DOLLARS. Respec lly omitted, Rober R- Morra Appraiser 10 8F4( Town ap S-OUL4 V&7� co e C U a 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �'��soe•c0 �v AREA CODE 203/644-2511 October 13, 1993 Mr . Bruce Kelley RSK-KELLCO, Inc . 1744 Ellington Road South Windsor , CT 06074 RE : Homestead Development Buckland Road & Deming Street , South Windsor , CT Dear Mr . Kelley : The South Windsor Water Pollution Control Authority , at its regular meeting of September 21 , 1993, approved the Homestead Development as detailed on plans entitled "The Homestead Subdivision , Buckland Road and Deming Street , RSk-KELLCO, INC> , dated 5/21/93, Revised 6/30/93 and 7/19/93, 11 pages" subject to the following conditions : 1 . Town Engineering technical approval obtained ; 2 . Developer shall furnish invert information for Lot #1 lateral connection to existing manhole as designated on the plans , and be required to make lateral connection to sewer lateral as shown on the plans , unless waived by the South Windsor Engineering Department . 3 . Final Authority approval and acceptance of the sanitary sewerage system will be given once sewer has been installed and inspected by the Town staff , and based upon the written verification of the Town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority , and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction ; and Mr . Bruce Kelley October 13, 1993 Page 2 4 . This approval letter must be superimposed into the final approval plans . Very truly yours , Joseph Carino, Chairman Water Pollution Control Authority Town of South Windsor cc: Jean E . Zur,brigen , Town Manager Michael J . Gantick , Director of Public Works Jerry lazetta, Town Engineer Marcia Banach , Director of Planning John Collins , Chief Building Inspector John McCahill , Zoning Enforcement officer Ap'% RSK-KELLCO INc. • Developers 1744 Ellington Road • Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 November 15, 1993 RECEIVED NOV 15 1993 I,WINDSOR PLANNING DEPT. Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #93-19P, The Homestead Please extend the deadline for filing the mylars on the above project for a period of ninety (90) days. I believe this will make the new deadline January 27, 1994. If there is further information needed, please contact me. Thank you in advance for your consideration of this request. Sincerely, (ICL� " --- Carol S. Kelley We Build Our Reputation �towM sfap S-r-� V&U&O-t ��� O � _ C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe•coN�� AREA CODE 203/644-2511 November 29 , 1993 Mrs . Carol Kelley RSK-KELLCO, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mrs . Kelley: re: Application #93-19P, The Homestead Subdivision Please be advised that on 11/23/93 the Planning and Zoning Commission granted a 90 day extension to the time in which the plan must be filed in the Town Clerk' s office. The new filing date is 1/23/94 . All approval conditions must be satisfied prior to the Town' s release of the mylars to be filed. If you have any questions regarding the filing procedure, please contact the Planning Department . Very truly yours , Marcia A. Banach �� Director of Planning .®v RSK-KELLEIIINC. • Developers 1744 Ellington Road • Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 January 18, 1994 D j�ftTi� JAN 18 1994 Planning and Zoninq C^mmission South Windsor Town of South Windsor 1540 Sullivan Avenue Planning & Zoning CommiSsioq South Windsor, CT 06074 Dear Ms. Banach: RE: Application #93-19P, The Homestead Subdivision We are requesting an additional 90-day extension of time to file the plans for the above subdivision. If this extension is granted, I believe that will make a new filing date on or about April 23, 1994 . If there are any questions, or if anything further is needed from here, please contact me. Sincerely, Ova-14. Carol S. Kelley Secretary We Build Our Reputation to+'" 8F4 ( 0-/? ?dzt� a � Soam 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 OR,CON�4 AREA CODE 203/644-2511 January 20, 1994 Carol S. Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mrs. Kelley.- Re: App1. #93-19P, The Homestead Subdivision Please be advised that the Planning & Zoning Commission voted on January 18, 1994, to grant a second 90-day extension to file mylars for the above-referenced subdivision in the Town Clerk' s office. The new filing deadline is April 23, 1994. All approval conditions must be satisfied prior to the Town' s release of the mylars for filing. This extension is the final extension permitted under Connecticut General Statutes Section 8-25. Very truly yours, PLANNING & ZONING COMMISSION Thomas A. Murrin Chairman TAM/pmm 1000 •t", a r LETTER OF TRANSMITTAL a = J Ir `L Oe`0 PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE < SOUTH WINDSOR CT 06074 DATE e, ( 203 ) 644-2511 TO: WE ARE SENDING YOU: Drainage comps P & Z initial plans Bond estimate requests P & Z final plans Bond reduction requests Inland Wetlands plans Change order form Final plans for filing Correspondence Other Pro ect Co ies A 1. NO- THESE ARE TRANSMITTED as checked below: For your file For review and comment Retur 1 isions For your use As requested 10 1 Other , PLEASE RETURN/COMMENT BY'- AR 2 8 1994 COMMENTS: SOUNWIA SM a `-NG.DEn From: Copy to: - �� Ci4l��to5 u�Daisio� �s O�. �jT i�E F��c.GE'�67h� GC ��D his tc {�t7wiu4 Sr� t��lo�etD �.) �NaaRce�N �► C vNor�p,�i�� �ratTAF s�kVa I3F sib arN 4N P,gbF�t,6 h�tJN�RRD�+N G� I&N., .�... RSK KELLEIIINC. • Developers 1744 Ellington Road • Builders South Windsor, CT 06074 • Property Tel: 203-644-8761 / 644-8140 Managers Fax: 203-644-5650 April 21, 1994 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Subdivision application for The Homestead, Final Approval We hereby request that the fee for the above application be waived. Yours truly, Carol S. Kelley We Build Our Reputation THE HOMESTEAD SUBDIVISION 1 . Application for a 7-lot subdivision on 22 . 1 acres located on the southerly side of Deming Street, easterly of Buckland Road, AA-30 zone. Existing lot #1 was cut out of this parcel previously as a part of a free split of the property, and not a part of this subdivision. This lot will have the only driveway which will come out directly onto Deming Street. 2 . Minimum lot size allowed is 30, 000 square feet. Lot sizes range from 30 ,528 square feet to 3 . 14 acres . The 90 X 90 buildable square has been shown for all of the lots . All lots appear to conform to our zoning regulations . 3 . Water and sewer are available. WPCA approval is required. "Developed acreage" figure should be provided to Collector of Revenue' s Office for computation of sewer connection charge. Sewer laterals should be constructed to obtain 2% slope. " 4 . There are regulated wetlands on the site. The IWA/CC approved this application on 6/21/93 with the recommendation of a $10, 000 bond. They also added the following approval condition "The plot plans and the deeds for lots #1 , 2, 3 , 4 , and 8 shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . " 5 . All of the lots will have driveways off of the cul de sac road, Sele Drive. Sidewalks are shown on the southerly side of the cul de sac . With the original approval, this Commission granted a waiver to allow sidewalks on one side of the road instead of both sides . 6 . This was the first subdivision to fall under the new subdivision regulations regarding setting aside of open space, a fee in lieu of or a combination of both. The applicant has submitted the name of a appraiser, Robert Morra of Morra Associates Appraisers, whom they propose to conduct an appraisal of the property to determine the fair market value of the 9+/- acres which is a part of this subdivision. At such time as the individual lots are sold, a fee of 10% pf the appraised value will be collected on a lot by lot basis and money will be placed in a fund which will be used for the purpose of preserving open space or acquiring additional land for open space or for recreational or agricultural purposes . 7 . The site is currently an open field with a strip of vegetation along the Deming Street frontage and a small amount of vegetation to the rear of some of the interior lots . 8 . The Police Department had reviewed the plans and had asked the developer to clear some of the foliage and brush along Deming Street to maintain the appropriate site lines . <04I N SF4< o G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 Sox•co� AREA CODE 203/644-2511 April 27, 1994 CERTIFIED MAIL Bruce Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Application #94-17P, The Homestead Subdivision Reapproval We are pleased to advise you that the Planning & Zoning Commission voted on April 26 , 1994 , to reapprove the above- referenced subdivision, as shown on plans prepared by Torres Engineering, Inc . , dated May 21, 1993, and revised through October 6 , 1993 . This approval is subject to all of the terms and conditions of the original approval granted July 27 , 1993, as contained in the approval letter from this Commission dated August 4 , 1993, for application #93-19P. Black and white transparent mylars of Sheets #1, #3, and #4 with the required modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. This letter of approval plus the letter of approval dated August 4 , 1993, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the office of the Town Clerk by August 16 , 1994 . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours , PLANNING & ZONING COMMISSION n Thomas A. Murrin, Chairman TAM/pmm t�WN SfgC o F 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 sox•co AREA CODE 203/644-2511 April 29 , 1994 Mrs . Carol Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mrs . Kelley: Re: Application #94-17P, The Homestead In accordance with your request dated April 21 , 1994, the Planning & Zoning Commission voted on April 19 , 1994 to waive the fee required for the subdivision application of #94-17P, The Homestead. Very truly yours, PLANNING & ZONINGG COMMISSION Thomas A. Murrin, Chairman TAM/pmm I SENDER: I.9 • Complete items 1 and/or 2 for additional services. I aISO Wish t0 receive the I'00 • Complete items 3,and 4a&b. following services (for an extra I 0. • Print your name and address on the reverse of this form so that we can fee): return this card to you. m • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address N y does not permit. G 1 m • Write"Return Receipt Requested"on the mailpiece below the article number. 2. ❑ Restricted Delivery I 4.0 • The Return Receipt will show to whom the article was delivered and the date •V I o delivered. Consult postmaster for fee. fr I 3. Article Addressed to: 4a. Article Number P 094 595 355 g a BRUCE KELLEY 4b rvice Type o c RSK—KELLCO, INC. ❑ istered ❑ Insured to 1744 ELLINGTON ROAD EGertified El COD 5 ❑ Return Receipt for W SOUTH WINDSOR CT 06074 ❑ Express Mail C Merchandise c 7. Date f elivery '.. cc 5. Signature (Addressee) 8. A dr ssea's Address(Only if reques d and fee is paid) W L ! 6. Si nature gent) ~ o PS Form✓ 11, December 1991 tz U.S.G.P.O.:1992-307-,5x DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE ". USE TO AVOID PAYMENT • ---' OF POSTAGE,$300 Print your name, address and ZIP Code here 94-17P • PZC - TOWN OF SOUTH INDSOR • 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 APR 2 8 1994 ASST TOWN CLERK �X LEGAL NOTICE REVISED LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER TUESDAY, MAY 3, 1994 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its April 26 , 1994 Regular Meeting, the Commission voted to take the following action: 1 . Approve Orsini ' s Transmission Center - To relocate their business of remanufacturing transmissions under section 6 . 1 . 2 . 7 of the Zoning Regulations at 262 Ellington Road, I zone 2 . Approve Appl . #94-17P, The Homestead, RSK-Kellco, Inc . - Subdivision of 7 lots on property located on the southerly side of Deming Street and easterly of Buckland Road, to be known as "The Homestead" , AA-30 zone 3 . Approve settings/reductions/callings of certain bonds Thomas A. Murrin, Chairman 1#® R5K-KELLEDINC. • Developers• Builders 1744 Ellington Road • Property South Windsor, CT 06074 Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 July 18, 1994 RECEIVED JUL 19 1994 A WINDSOR PLANNING DEPT. Frank A. Castro, Vice Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 RE: THE HOMESTEAD - MODEL HOMES We herby request that we be allowed to obtain building permits to construct four model homes at the above subdivision prior to the filing of the mylars with the office of the Town Clerk. Thank you in advance for your consideration. Y rs truly, Richar, S. Kell y hstdmdls We Build Our Reputation �0y1N SE4 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 S R-CO AREA CODE 203/644-2511 July 19, 1994 Bruce Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Preconstruction Meeting - Appl . #94-17P, The Homestead Subdiv. IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Jim Slater J & H Slater Construction 528-5252 75 Commerce Way Jim Hesketh Cox Cable 646-6289 801 Park Street, Manc ext . 351 Bruce Kelley RSK-Kellco, Inc . 644-8761 A. B. Davies Town of South Windsor 644-2511 ext. 240 Marcia A. Banach Town of South Windsor 644-2511 ext. 253 Sgt. Gerry Lewis S Windsor Police Services 648-6211 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 a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Deming Street. Calcium chloride or water is to be used for dust control as required. Bruce Kelley - 2 - July 19 , 1994 Application #94-17P Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on job site. 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 Developers Checklist requested for the following: a ) After site is staked out b) All drainage work c ) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six ( 6 ) inch lifts e) Placement of bituminous concrete, 2 inch layers 3 . Certification of _gravel used as subbase will be required by an approved testing company. 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 in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to Bruce Kelley in the field. 8 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. Bruce Kelley - 3 - July 19 , 1994 Application #94-17P 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 procedures . 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in triplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours . 12 . No paving after October 15 or before April 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 . Drainage on Deming Street, work uphill to downhill, stabilize slope as quickly as possible. Planning Department 1 . Appraisal of property has been submitted so that the fee in lieu of open space requirement can be met. Reminder: As each lot closes , the portion due will be required. SNET/NU 1 . Contact utilities for coordination of utilities connection. IWA/CC 1 . The plot plans , as-builts and the deeds for lots #1 , 2, 3,4, and 8 shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . Fire Marshall 1 . Blasting (if required) to be coordinated with the Fire Marshal . Bruce Kelley - 4 - July 19 , 1994 Application #94-17P Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s ) after construction emergency numbers must be provided to the Police Department . 2 . All buildings located on property which abuts a public highway must be numbered. Such number(s) (address ) shall be visible from the street . All numbering shall comply with Town Ordinance 6-800 thru 6-802 . 3 . Barns, garages and outbuildings which are located on the same premises as a numbered structure are excluded. 4 . Erect temporary sign on the site during construction identifying the project. 5 . Adequate sight line on Deming Street must be provided. Very truly yours', Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C . Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works George Parkhurst, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning/Wetlands Enforcement Officer SOW N S 4 Town aP South � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 July 22, 1994 Bruce Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Appl . #94-17P, The Homestead Subdivision At the July 19 , 1994 meeting of the Planning & Zoning Commission, it was voted to approve the construction of four model homes on the site referenced above . This approval is subject to the following conditions : 1 . No certificates of occupancy will be granted, and the model homes cannot be sold, until the subdivision bond is posted and subdivision plans have been filed in the Town Clerk' s office. 2 . The model homes are subject to the customary building department procedures for issuing building permits . Very truly yours , PLANNING & Z/rONINfG COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc : Town Engineer Chief Building Official TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: r-',f Phone No. CHANGE ORDER CONTACT PERSON 7 Address P&Z No. Site Name Phone No. Owner Contractor Date: Signature of Owner714� Signature of Design Engr.- Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) JI, Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF'- COMMENTS: f. White - Town Engineer Pink - Director of Planning Yellow - Applicant i I m SENDER: I W OmPletComplete 1 and/or 2 for additional services. q • Print items 31 and 4a&b. f return this card to and address on the reverse I m also Wish to receive I � Attach yOU' of this form so that folio Wish the i does not this form to the front of the we can g Services (for an Permit. mailpiece,or on the fee): extra C ' Write" I Return Receipt Requested" back if space di The Return Receipt on the mailpiece below the article nu 1 Addressee's q C delivered. p will show to whom the article was delivered and the date Address m 3• Article tuber. � Addressed to: 2. Restricted Delivery I 4a• Artic eonsult ostmaster for fee. I FEPCO, INC. Number 14 i ATTO P 38'9 188 888 RNEY WAYNE G GE 4b• Service T j W P 0 BOX 559 sou Registered Type ( Cr SOUTH WINDSOR CT insured o°'c Qp 06074 Certified 31 ❑ Express Mail COD ❑ Return Receipt for M 5. Si Date Merchandi of D se I M Signature (addressee) elivery � I F- �.. w W 16• Signature 8 Addressee's Address IOnI a (A ent and fee is paid) Y if requested Y c PS Form 3811, .c _ December 1991 �r U.S. � C'•P�C�:1992-307-530 DOMESTIC RETURN RECEIPT INITED STATES POSTAL SERVICE PENALTY FOR PRIVATE Official Business USETOFPOSTAGE, Code here Print your name, address and ZIP • TOWN OF SOUTH WINDSOR IWA/CC, 94-19P 1540 SU A�IENUE LLIVAN 06074 -SOUTH WINDSOR CT 10 44 a r G � U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 SOR COS August 30 , 1994 Richard Kelley RSK-Kellco, Inc . 1740 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Appl #94-17P, The Homestead Subdivision Please be advised that, in accordance with the requirements of Connecticut General Statutes and the South Windsor Subdivision Regulations , the fee in lieu of open space for the above-referenced subdivision is $17 , 000 . This amount is 10% of the appraised value of the subdivision land prior to subdivision approval . This fee is payable on a per-lot basis , at the time of the initial conveyance of each lot . One-seventh of the total amount is due with each lot conveyance . At or before conveyance of each lot, a check payable to the Town of South Windsor must be delivered to the Planning Department . It will then be deposited into an open space fund in accordance with the requirements of Connecticut General Statutes 6-25 and 8-25B as amended . A copy of this letter will be filed on the land records so that potential buyers will be aware of the obligation on each lot . Very truly yours , Marcia A. Banach Director of Planning MAB/pmm cc : Chief Building Official ? 5 `3 TOWN OF SOUTH WINDSOR a' t'ROJECT: Homestead N RED EO STREET: Sele Drive BOND ESTIMATE FORM OCT 3 1 1994 P&Z I.D. : ENGINEER: Torres En 1994 CALENDAR YEAR SOMWIN4�� - - .DNDSOR 00 DATE: 9/30/94 V "` � r �Unit II"lu T tion Item Description Unit Quantitv Price Cost No. 1 No. 2 1. Clearing & Grubbing LS 0 * 1,000 0 2. Strip & Stockpile Topsoil CY 695 2.00 1,390 0 3. Earth Excavation (Excluding Roadway 0 0 0 & Trench) 10.00 4. Roadway Excavation CY 2,209 12.00 1 26,508 0 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 0 6. Earth Trench Exc. 0-10 CY 593 12.00 7,116 0 7. Earth Trench Exc. 0-15 CY 0 15.00 0 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 0 9. Roadway Exc. Rock CY 0 50.00 0 0 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 0 11. Rock Trench Exc. 0-10 CY 0 75.00 0 0 12. Rock Trench Exc. 0-15 CY 0 100.00 0 0 13. Rock Trench Exc. 0-20 CY 0 150.00 0 0 14. Formation of Sub grade SY 2,387 1.50 3,580 0 15. Subbase Gravel CY 477 20.00 9,540 0 16. Processed Aggregate TONS 670 18.00 12,060 0 17. Common Borrow CY 0 10.00 0 0 18. Gravel Borrow CY 0 15.00 0 0 19. 1.5 . Bit. Concrete 195 9,750 0 Class I TONS 50.00 20. 1.5 „ Bit. Concrete 180 9,900 9,900 Class II TONS 55.00 21. 6" Asphalt Lip Curbing LF 1,420 3.00 4,260 0 22. Road Widening Complete SY 0 50.00 0 0 *varies Page 1 Sub-Total $ 89,494 9,900 BOND ESTIMATE FORM Bond Bond unit Seduction Reduction Unit uantit Price Cost No. 1 No. 2 Item Descri tion '� Z 00 0 23. Conc Sidewalk 4' Wide LF 730 3o.00 21,900 / 0 STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class- In Place LF 0 130.00 0 0 25. 54" RCP Class- In Place LF 0 100.00 0 0 26. 48" RCP Class-In Place LF 0 75.00 0 0 27. 42" RCP Class. In Place LF 0 65.00 0 0 28. 36" RCP Class- In Place LF 0 60.00 0 . 0 29. 30" RCP Class- In Place LF 0 50.00 0 0 30. 24" RCP Class- In Place LF 122 42.00 5,124 0 31. 21" RCP Class-In Place LF 0 40.00 0 0 32. 18" RCP Class-In Place LF 0 35.00 0 0 33. 15" RCP Class_In Place LF 0 30.00 0 0 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 0 21.00 0 0 35. 10" ADS-N-12 or Equal 0 22.50 0 0 ::::: 36. 12" ADS-N-12 or Equal 0 24.00 0 0 37. 15" ADS-N-12 or Equal 546' 25.50 13,923 0 38, 18" ADS-N-12 or Equal 0 28.00 0 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 0 40. 8" PVC SDR 35 In Place LF 0 20.00 0 0 RIPRAP 41. Modified RiDrav CY 0 45.00 0 0 42. Intermediate Riprap CY 44 45.00 1,980 0 0 45.00 0 0 43. Standard Ri ra Cy 2,000 Page 2. Sub-Total $ 49,977 �' iiOND rSTIMATE FORM rr"�14 Bond Bond Unit Reduction Reduction Item Description Unit LQuautity Price Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 7 1500.00 10,500 0 45. Type "C" Double Grate EA 0 2000.00 0 0 46. Type "C-L" Catch Basin EA 0 1500.00 0 0 47. Manhole EA 0 1500.00 0 0 48. Manhole w/Drop Inlet EA 0 2500.00 0 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 0 50. Headwall EA 0 * 0 0 51. Endwall EA t 0 * 0 0 Box Culvert 52. X LF 0 * 0 0 53. 15" Flared End EA 0 450.00 0 0 54. 18" Flared End EA 0 500.00 0 0 55. 24" Flared End EA 2 550.00 1, 100 0 56. 36" Flared End EA 0 850.00 0 0 57. Sedimentation structure 1 2,000 0 10' Wide 58. Gravel Access Road LF 125 15.00 1 875 0 59. Reset M.H. or C.B. EA 0 550.00 0 0 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 0 61. 10" PVC In Place SDR 35 LF 0 37.00 0 0 62. 8" PVC In Place SDR 35 LF 663 35.00 23 205 0 63. 6" PVC In Place SDR 35 LF 252 30.00 7 560 * varies Page 3. Sub-Total $ 48,240 0 BOND ESTIMATE Bond Bond Unit Reduction Reduction 'Item Description Unid QuantityPrice Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 0 65. Sanitary Manhole w Dro Inlet EA 0 2500.00 0 0 66. Sanitary Manhole over 10 FT. EA 0 2000.00 0 0 67. 68. STRUCTURES & MISC. ITEMS 69. Retaining Wall EA 0 * 0 0 70. Fence (Type: EA 0 * 0 0 71. Guide Rail (Type: EA 0 * 0 0 72. End Anchorage (Type: ) EA 0 * 0 0 73. Guide Post EA 0 100.00 0 0 74. Pavement Marking LF 12 1.50 18 0 75. Street Signs EA 1 75.00 75 0 76. Traffic Signs EA 1 75.00 75 0 77. Street Lights EA 2 1000.00 2,000 0 78. Furnishing 2,809 7,022 3,500 Placin Topsoil Sy 2.50 79. Fertilizing, Seeding -7 0 Z 2 and Mulching Sy 2,809 2.50 7,022 .44" 80. Trees EA 0 150.00 0 0 81. Maintenance/Protection of Traffic LS 0 * 0 0 82. Construction Staking LS 2,500 * 2,500 0 * varies Page 4. Sub-Total $ 24,712 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description unit Quantity Price Cost No. 1 No. 2 83. As-Builts LS 1,500 * 1,500 1,500 84. Iron Pins EA 15 100.00 1 85. Concrete Monuments EA 12 250.00 3,000 86. Landscaping_ LS 0 * 0 87. Driveway-Bit. Conc. SY 0 20.00 0 88. 89. 90. Sub-Total $ 6,000 6,000 Sub-Total Page 1' $ 89,494 9,900 Sub-Total Page 2 $ 49,977 zcoo -a Sub-Total Page 3 $ 48,240 0 Sub-Total Page 4 $ 24,712 �52-L�,pgg_ Sub-Total Page 5 $ 6,000 6,000 Sub-Total $218,423 25Z Contingencies x Sub-Total: $ 54,606 TOTAL $273.029 * vanies /0�LoriPL Z�r d o Page 5. 3 -14! s PROJECT: Homestead T014N OF SOUTH WINDSOR STREET: Sele Drive P&Z I.D BOND ESTIMTE FORM C EO _ . : OCT ENGINEER: Torres En . ~ 1994 CALENDAR YEAR 3 1994 DATE: 9/30/94 -� c� 06 junitj Bond Bond Item Descri tion c t" Reductic Unit uantit Price Cost 1. Clearin & Grubbin LS 0 2. Strip & Stockpile * 1,000 No. 2 Topsoil CY 695 3. Earth Excavation 2.00 1,390 (Excluding Roadway 0 0 & Trench CY 10.00 4. Roadway Excavation CY 2,209 12.00 26,508 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 6. Earth Trench Exc. 0-10 CY 593 7, 116 12.00 7. Earth Trench Exc. 0-15 CY 0 15.00 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 9. RoadwayExc. Rock Cy 0 . 50.00 0 10. Rock Trench Exc. 0-4 CY 0 50.00 0 11. Rock Trench Exc. 0-10 CY 0 75.00 0 12. Rock Trench Exc. 0-15 CY 0 100.00 0 13. Rock Trench Exc. 0-20 CY 0 150.00 0 14. Formation of Sub rade SY 2,387 1.50 3,580 15. Subbase Gravel CY 477 20.00 9,540 16. Processed a-___ate TONS 670 18.00 12,060 17. Common Borrow CY 0 10.00 0 18. Gravel Borrow CY 0 15.00 0 19• 1.5 " Bit. Concrete 195 Class T1 9,750 TONS 50.00 20. 1.5 " Bit. Concrete 180 Class TTI 9,900 TONS 55.00 21. 6" Asphalt LinCurbin I,g 1,420 3.00 4,260 22. Road WideningI Com ete SY 0 50.00 0 *varies Page 1 Sub-Total $ 8 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantitv Price Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 7 1500.00 10,500 45. Type "C" Double Grate EA 0 2000.00 0 46. Type "C-L" Catch Basin EA 0 1500.00 0 47. Manhole EA 0 1500.00 0 48. Manhole w/Drop Inlet EA 0 2500.00 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 50. Headwall EA 0 * 0 51. Endwall EA 0 * 0 Box Culvert 52. X LF 0 * 0 53. 15" Flared End EA 0 450.00 0 54. 18" Flared End EA 0 500.00 0 55. 24" Flared End EA 2 550.00 1, 100 56. 36" Flared End EA 0 850.00 0 57. Sedimentation structure 1 2,000 10' Wide 58. Gravel Access Road LF 125 15.00 1,875 59. Reset M.H. or C.B. EA 0 550.00 0 " SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 61. 10" PVC In Place SDR 35 LF 0 37.00 0 62. 8" PVC In Place SDR 35 LF 663 35.00 23,205 63. 6" PVC In Place SDR 35 LF 252 30.00 7,560 * varies Page 3. Sub-Total $ 48,240 BOND ESTIMATE Bond Bond Unit Reduction Reduction_ Item Description unit uantit Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 65. Sanitary Manhole w/Drop Inlet EA 0 2500.00 0 66. Sanitary Manhole over 10 FT. EA 0 2000.00 0 67. 68. STRUCTURES & MISC. ITEMS. 69. Retaining Wall EA 0 * 0 70. Fence (Type: EA 0 * 0 71. Guide Rail (Type: EA 0 * 0 72. End Anchorage (Type: ) EA 0 * 0. 73. •Guide Post EA 0 100.00 0 74. Pavement Marking LF 12 1.50 18 75. Street Signs EA 1 75.00 75 76. Traffic Signs EA 1 75.00 75 A 77. Street Li hts EA 2 1000.00 2,000 .78. Furnishing 2,809 7,022 /Placing Topsoil SY 2.50 79. Fertilizing, Seeding and Mulching -SY 2,809 2.50 7,022 80. Trees EA 0 150.00 0 81. Maintenance/Protection of Traffic LS 0 * 0 82. Construction Staking.- LS 2,500 * 2,500 * varies . Page 4. Sub-Total $ 24,712 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit uantit Price Cost No. 1 No. 2 83. As-Builts LS 1 S00 * 1 ,500 84. Iron Pins EA 15 100.00 1,500 85. Concrete Monuments EA 12 250.00 3.000 86. Landscaping LS 0 * 0 87. Driveway-Bit. Conc. SY 0 20.00 88. 89. 90. Sub-Total $ 6,000 Sub-Total Page 1- $ 89,494 Sub-Total Page 2 $ 49,977 Sub-Total Page 3 $ 48,240 Sub-Total Page 4 24,712 Sub-Total Page 5 $ 6,000 Sub-Total $218,423 25I Contingencies x Sub-Total: $ 54.606 TOTAL $273.029 2,73,,000 * vanies Page 5. MEMORANDUM TO: Marcia A. Banach, Director of Plan ing FROM: Jerry C . Iazzetta, Town Engineer RE: HOMESTEAD SUBDIVISION / �Y DATE: November 2 , 1994 We have reviewed the bond estimate for the Homestead Subdivision and recommend that the bond be set at $273, 000 . 00 . We have also reviewed the bond estimate submitted for a bond reduction and recommend that the bond be reduced to $58 , 000 . 00 . Copies of the bond estimates are attached for your records . JCl/jsv Attachments ."0.H N Sf4 5 � F 710w � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•c0N�� AREA CODE 203/644-2511 November 18, 1994 Carol Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, Ct 06074 Dear Mrs . Kelley: Re: App # 94-17P, The Homestead This is to advise you that the Planning and Zoning Commission voted on November 15, 1994 to establish the bond in the amount of $273 , 000 . They then voted to reduce the subdivision bond for the above-referenced project from $273 , 000 to $58, 000 . Very truly yours, PLANNING & ZONING COMMISSION 34J,'_,P_ Cr , nt-2--e f� Frank A. Castro, Vice Chairm J FAC/pmm cc : Town Engineer MEMORANDUM T0: Marcia A. Banach, Director of Plan in FROM: Jerr g Y C. Iazzetta, Town Engineer RE: HOMESTEAD SUBDIVISION DATA: November 2, 1994 < J We have reviewed the bond estimate for th recommend that the bond be set at e Homestead Subdivision o reviewed We have also $273 000. 00. reduction soewed the bond estimate submitted recommend for that the bond be reduced to $ a bond Copies of the bond estimates 58. 000 . 00 . are attached for your records . JCl/jsv Attachments 7rzl- 7 `%'Ar R5K-KELLEIIINC. • Developers 1744 Ellington Road • Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 January 19, 1995 RO My ei FEB 9 1995 South Windsor Planning & toning Commission Russell Levack, Chairman Planning & Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Homestead Subdivision #94-17P, Bond Reduction Dear Mr. Levack: Please reduce the bond amount on the above subdivision per the enclosed Bond Estimate Form. As you will see, the only work left to complete is the final coat of paving on the road. Thank you for your consideration of this matter. Yours truly, Carol S. Kelley ckhsbond We Build Our Reputation MIT TORN OF SOUTHNINDSOR Y1 PROJECT: Homestead STREET: Sele Drive BOND ESTIMATE FORM P 9 1995 P&Z I.D. : ENGINEER: Torres En 1994 CALENDAR YEAR South Windsor z, ����� Planning 5& Zoning Commission 'DnTE: 9/30/94 Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 1. Clearin & Grubbing LS 0 * 1,000 p 2. Strip & Stockpile • Topsoil CY 695 2,00 1,390 �. 3. Earth Excavation (Excluding Roadway 0 0 & Trench) CY 10.00 4. Roadway Excavation CY 2,209 12.00 26,508 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 B- l�- 6. Earth Trench Exc. 0-10 CY 593 12.00 7, 116 s3- f�- 7. Earth Trench Exc. 0-15 CY 0 15.00 0 �- 8. Earth Trench Exc. 0-20 CY 0 18.00 0 9. Roadway Exc. Rock CY 0 50.00 0 -ell 61" 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 • 6�" -0- 11. Rock Trench Exc. 0-10 CY 0 75.00 0 $' 61 12. Rock Trench Exc. 0-15 CY 0 100.00 0 -0' 10' 13. Rock Trench Exc. 0-20 CY 0 1 150.00 0 4- 14. Formation of Sub grade SY 2,387 1.50 3,580 Q p- 15. Subbase Gravel CY 477 20.00 9,540 16. Processed Aggregate TONS 670• 18.00 12,060 17. Common Borrow CY 0 10.00 0 g' -8' 18. Gravel Borrow CY 0 15.00 0 _0- 0- 1 19. 1.5 " Bit. Concrete 195 9,750 $ Class I TONS 50.00 20. 1.5 " .Bit. Concrete 180 9,900 Class II TONS 55.00 21. 6" Asphalt Lip Curbing LF 1,420 3.00 4,260 $ 22. Road WideningComplete SY 0 50.00 0 r-7; *varies BOND ESTIMATE FORM Mond Bond unit Reduction Reduction Item Description U it unutit Price Cost No_ 1 No. 2 23. Conc Sidewalk 4 ' Wide LF 730 30.00 211900 0?. STORM DRAINAGE SYSTEM COMPONENTS 24 .• 60" RCP Class- In Placel LF 0 130.00 0 25. 54" RCP Class- In Place LF 0 100.00 0 a' 26. 48" RCP Class-In Place LF 0 75.00 0 27. 42" RCP Class_ In Place I LF 0 65.00 0 28. 36"* RCP Class_ In Place LF 0 60.00 0 29. 30" RCP Class_ In Place LF 0 50.00 0 30. 24" RCP Class- In Place LF 122 42.00 5, 124 31. 21" RCP Class-In Place LF 0 40.00 0 32. 18" RCP Class-In Place LF 0 35.00 0 - 33. 15" RCP Class_In Place LF 0 30.00 0 POLYETHENE PIPE 34 . 8" ADS-N-12 or E ual 0 21.'00 0 35. 10" ADS-N=12 or E ual 0 22.50 0 36. 12" ADS-N-12 or Equal 0 24 .00 0 37.- 15" ADS-N-12 or Equal 546' 25.50 13,923 38. 18" ADS-N-12 or Equal 0 28.00 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 $- 40. 8" PVC SDR 35 In Place LF 0 20.00 0 RIPRAP 41. Modified Ri ra CY 0 45.00 0 - -- 42. Intermediate Riprap CY 44 45.00 1,980 6L 43. Standard Riprap CY 1 0 45.00 0 Page 2. Sub-Total $ 49,977 goo '�' BOND ESTIMATE FORM Bond Bond Reduction Reduction Unit unit unntit Price Cost No. 1 No. 7_ Item Descri tion DRAINAGE STRUCTURES $ 44. T e "C" Catch Basin EA 7 1500.00 10,500 45. T e 'C" Double Grate EA 0 2000.00 0 46. T e "C-L" Catch Basin EA 0 1500.00 0 47 . Manhole EA 0 1500.00 0 48. Manhole w Dro Inlet EA 0 2500.00 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 0 * 0 •50. Headwall EA 0 * 0 51. Endwall ' _ Box Culvert 0 * 0 LF 52. X 53. 15" Flared End EA 0 450.00 0 54 . 18" Flared End EA 0' S00.00 0 2 550.00 1, 100 EA 55. 24" Flared End Y�. p 850.00 0 56. 36" Flared End EA 1 2,000 57 . Sedimentation structure 10, Wide LF 125 15.00 1 875 58. Gravel Access Road p 550.00 0 59. Reset M.H. or C.B. EA SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 0 37 .00 0 61. 10" PVC In Place SDR 35 LF 67. 8" PVC In Place SDR 35 LF 663 35.00 23 205 63. 6" PVC In Place SDR 35 LF 252 30.00 7 560 * varies Sub-Total $ 48 240 $ -� Page 3. BOND ESTIMATE Bond Bond Unit Reduction Reduction Item Description unitQuantityPrice Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 -$- $- 65. Sanitary Manhole 0 w Dro Inlet EA 0 2500.00 66. Sanitary Manhole 0 0 over 10 FT. EA 2000.00 67. 68. STRUCTURES & MISC. ITEMS. 69. Retaining Wall EA 0 * 0 70. Fence 0 (Type: EA 0 71. Guide Rail Type: EA 0 * 0 72. End Anchorage (Type: ) EA 0 * 73. •Guide Post EA 0 100.00 0 74 . Pavement Marking LF 12 1.50 18 75. Street Signs EA 1 75.00 75 76. Traffic Signs EA 1 75.00 75 77. Street Light's EA 2 1000.00 2,000 wxe O .78. Furnishing 2,809 7,022 — /Placing Topsoil SY 2.50 79. Fertilizing, Seeding and Mulchin Sy 2,809 2.50 7,022 7 0LZ $' 80. Trees EA 0 150.00 0 81. Maintenance/Protection of Traffic LS 0 * 0 82. Construction Staking- LS 2,500 * 2,500 * varies vaoP 4. . .. ._._.._..__ Sub-Total $ 24.712 /D,SZL -,� 30ND ESTIMATE FORM Bond Bond Unit Reduction Reduction Ctem Description Unit unntit Price Cost No. 1 No. 2 13. As-Builts LS 1 500 * 1 00 1,660 34. Iron Pins EA 15 100.00 1 0 85. Concrete Monuments EA 12 250.00 00 86. Landscaping LS 0 * 0 87. Drivewa -Bit. Conc. SY 0 20.00 88. 89. 90 Sub-Total $ 6,000Fop Sub-Total Page 1 $ 89,494 4 9 0-0 ---2 - Sub-Total Page 2 $ 49,977 a' Sub-Total Page 3 $ 48,240 Sub-Total Page 4 24,712 /D_ti2Z Sub-Total Page Page 5 $ 6,000 - 6. D_O xv1� lC DO Sub-Total $218,423 a&. Al2,Z , - tiVV� i z - L3�° o 25Z Contingencies x Sub-Total: $ 54, 306GD �7 /D/D (VOrk cvn,pl�fe ii-cs-5'y 4,7000 TOTAL * varies Page 5. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: April 5, 1995 RE: HOMESTEAD SUBDIVISION We have reviewed the request for a bond reduction for the Homestead Subdivision and recommend that the bond be reduced to $47, 000 . 00 . Attached is a copy of the bond estimate for your file. JCl/jsv Attachment OWN sf" -owtz O-P SotdA ?dzn� s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f�oSOR. o�� AREA CODE 203/644-2511 April 17, 1995 Carol Kelley RSK-Kellco, Inc. 1750 Ellington Road South Windsor, CT 06074 Dear Mrs. Kelley: //-7 Re: Application #94__+1JP, The Homestead Subdivision This is to advise you that the Planning and Zoning Commission voted on April 11 , 1995 to reduce the bond for the above-referenced project from $58, 000 to $47, 000. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, PLA NG & ZONING COMMISSION IRssel1 G. Le ack, Chairman RGL/pmm cc: Town Engineer S0'AN aEq( 3 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR coti;� AREA CODE 860/644-2511 August 30, 1996 Bruce Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: App1. #93-W Expiring Letter of Credit The Planning and Zoning Commission is holding the following Letter of Credit: Projects Bank Am oun Expiration The Homestead Subdivision BSW $47,000 11/10/96 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very ,truly yours, Marcia A. Banach, AICP / r Director of Planning MAB/pmm ,SOWN SC y, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•Co�r AREA CODE 860/644-2511 September 30, 1996 Bruce Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Expiring Letters of Credit Application #94-17P, Homestead Subdivision We have not as yet received any renewals of the letters of credit which expire November 10, 1996 as noted in our previous renewal request of August 30, 1996. Please be advised that discussion of this matter will be placed on the October 22, 1996 agenda of the Planning and Zoning Commission, and calling of the letter of credit will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, _— Marcia A. Banach, AICP Director of Planning MAB/pmm 4` R5K-KELLC111NC. • Developers 1744 Ellington Road • Builders • Property South Windsor. CT 06074 • Managers Tel: 860-644-8761 /644-8140 Fax: 860-644-5650 October 2 , 1996 RIP" "It J1 OCT 7 1"6 South Windsor Planning & Zoning Commission Marcia A. Banach, AICP Director of Planning Town of south Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Ms. Banach: Re: Application #94-17P, Homestead Subdivision We have completed the final coat of pavement on Sele Drive at the above referenced subdivision and believe this completes the outstanding items on our last bond reduction request. Therefore, we hereby request that this bonding be reduced to Maintenance level and that the street be accepted by the Town at your earliest convenience. If you require anything further from us, please do not hesitate to contact me. Thank you in advance for your consideration of this request. Sincerely, Bruce S. Kelley We Build Our Reputation MEMORANDUM TO: Marcia A. Banach, Director of Plannin FROM: Jerry C. lazzetta, Town Engineer DATE: October 22, 1996 RE: HOMESTEAD SUBDIVISION We have reviewed the request to reduce the bond to maintenance level and accept the infrastructure work at the Homestead Subdivision. The following items need to be addressed before the bond should be reduced. 1. Some monuments stick up too high for mowing (#1 & #1 1) 2. The discharge end of the culvert needs cleaning. 3. There are six sidewalk slabs broken just south of #32 Sele Drive that must be replaced. 4. Stop sign is on a non standard post. Post should be galvanized 3 lbs./ft. Also sign is 24" and should be 30". 5. Pipes in catch basins should be cut flush with the walls. 6. The upstream end of the culvert has a riprap "bowl" with steep side slopes. This must be addressed - either a three foot fence should be placed along both sides and over top of pipe or the sides regraded. 7. Several monuments were not found (5, 6, 7, 8 & 9). Monument #11 has no punch hole in cap. Monument #4 has no cap. 8. Sedimentation chamber a. Manhole cover not found - must be uncovered. b. Baffle should be solid - was built with 2" gaps. C. Sand in bottom needs to be cleaned out. 9. Catch basin at Deming needs to be cleaned. 10. Drainage swale along Deming appears to undercut SNET Pole #3309. 11. Manhole at 1 +30 needs to have pipe mortared in. 12. Lot 1 - the open ditch along Deming Street should be addressed with pipe or a mowable swale. 13. Sanitary MH #4 - the inverts must be reworked. 14. The headwall in drainage ditch on east side of Sele Drive needs to be repointed. 15. As-built drawings required. JCl/jsv S0y4N sr"( Town � c�i� V&M1 40t U ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 SOR-COa October 24, 1996 Bruce S. Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Appl #94-17P, Homestead Subdivision This is to advise you that the Planning and Zoning Commission voted on October 22, 1996 to deny your request for the reduction of the site bond for the above-referenced project. Enclosed is a copy of the memorandum from Town Engineer, Jerry C. Iazzetta, outlining the outstanding items in this subdivision. Once these items have been addressed, please notify the Planning Department in writing and we will arrange for another inspection. Very truly yours, PLA ING & ZONING COMMIS ION Ru sell G. Levack, Chairman RGL/pmm / Enclosure cc: Town Engineer 10 N SE,< a `Town o-P SQtdA V&u� s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR co,�`` AREA CODE 860/644-2511 November 13, 1996 Carol Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mrs. Kelley: Re: Appl #94-17P, The Homestead Subdivision This is to advise you that the Planning and Zoning Commission voted on November 12, 1996 to reduce the bond for the above-referenced project to a maintenance level of$27,300. This bond will expire November 12, 1997. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, Yssel NING & ZONING COMMISSIONl G. Leva k, Chairman r RGL/pmm cc: Town Engineer ti SCHEDULE A Sele Drive is more fully described as follows : Beginning at a point in the easterly side of Deming Street and on the northerly side of Lot #2, which point is indicated being at Monument #1 and continuing along an arc of a curve with a radius of 25 .00 ' , a distance of 43 . 10 ' to Monument #2; thence continuing S 160 03 ' 26" W along Lot #2 , a distance of 174.42" to Monument #3; thence continuing along the arc of a curve with a radius of 200 .00 ' , a distance of 83 .12 ' to Monument #4; thence continuing S 070 45 ' 1511E, a distance of 224.37 ' to Monument #5; thence continuing along an arc of a curve with a radius of 50 .001 , a length of 38 .76 ' to Monument #6; thence continuing along an arc of a curve with a radius of 55 .00 ' , a distance of 46 .08' to an iron pin; thence continuing along an arc of a curve with a radius of 55 .00 ' , a distance of 90 .01 ' to an iron pin; thence continuing along an arc of a curve with a radius of 55 .00 ' , a distance of 90 .01 to an iron pin; thence continuing along an arc of a curve with a radius of 55.00 ' , a distance of 32.21 ' to Monument #7; thence continuing along an arc of a curve with a radius of 50.00 ' , a distance of 38.76 ' to Monument #8; thence S 070 45 ' 15" E, a distance of 224.37 ' to Monument #9; thence along an arc of a curve with a radius of 250 .00 ' , a distance of 103 .90 ' to Monument #10; thence N 160 03 ' 26 " E, a distance of 195.75' to Monument #11; thence continuing along an arc of a curve with a radius of 25 .00 ' , a distance of 32.02 ' to Monument #12 in the southerly side of Deming Street; thence continuing along the southerly side of Deming Street along an arc of a curve with a radius of 600 .00 ' , a distance of 80 .66 ' to a Monument; thence continuing S 650 09 ' 46" E, a distance of 17 .00 ' to Monument #1 being the point and place of beginning. JAN 2 2 1997 RECEIVED FOR RECORD 19 AT 9',O� R M RECORDED IN SOUTH WINDSOR LAND RE YOLPPAE BY ASSISTANT TOWN CLE I{ VOL. 9 8 0 PAGE 14 -1 Schedule A Sele Drive Beginning at a monument on the southerly side of Deming Street; thence along a curve with a radius of 25.00 feet, said radius extending in a southerly direction, a distance of 43.10 feet to a monument; thence S16°03'26"W a distance of 174.42 feet to a monument; thence along a curve with a radius of 200.00 feet, said radius extending in a southerly direction, a distance of 83.12 feet to a monument; thence S07°45'15"E a distance of 224.37 feet to a monument; thence along a curve with a radius of 50.00 feet, said radius extending in a southerly direction, a distance of 38.76 feet to a monument; thence along a curve with a radius of 55.00 feet, said radius extending toward the center of a cul-de- sac, a distance of 258.31 feet to a monument; thence along a curve with a radius of 50.00 feet, said radius extending in a northerly direction, a distance of 38.76 feet to a monument; thence N07°45'15"W a distance of 224.37 feet to a monument; thence along a curve with a radius of 250.00 feet, said radius extending in a northerly direction, a distance of 103.90 feet to a monument; thence N16°03'26"E a distance of 195.75 feet to a monument; thence along a curve with a radius of 25.00 feet, said radius extending in a northerly direction, a distance of 32.02 feet to a monument; thence along a curve having a radius of 600.00 feet, said curve being on the southerly street line of Deming Street, said radius extending in an easterly direction a distance of 80.66 feet to a point; thence S65°09'46"E a distance of 17.00 feet to a monument and place of beginning. RFCFIVED FOR RECORD Z 19 9 7 RECORDED IN SOUTH WINDSOR 8 Aldo OfOWNSYM qT69 PAGE I 7 S'*N S. S"Otim V&U&ot U s G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 SOR co May 15, 1998 Richard S. Kelley RSK-Kellco, Inc. 1740 Ellington Road South Windsor CT 06074 Dear Mr. Kelley: Re: Appl. #94-17P, The Homestead Subdivision Please be advised that, in accordance with the requirements of Connecticut General Statutes and the South Windsor Subdivision Regulations, the fee in lieu of open space for the above-referenced subdivision has been paid. A copy of this letter will be filed on the land records so that potential buyers will be aware that open space fee obligation has been met. Very truly yours, Marcia A. Banach Director of Planning MAB/mrl Cc: Chief Building Official WARRANTY DEED - STATUTORY FORM 000225 RSK-KELLCO INC. , a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut NO for/consideration paid, grants to the TOWN OF SOUTH WINDSOR, a municipal corporation having its territorial limits within the County of Hartford and State of Connecticut with WARRANTY COVENANTS (Description and encumbrances, if any and any additional provisions) the roadway known as Sele Drive as more particularly described on a map or plan entitled "THE HOMESTEAD SUBDIVISION BUCKLAND ROAD & DEMING STREET SOUTH WINDSOR, CT. Developed By RSK-KELLCO, INC. 1744 Ellington Rd. South Windsor, CT Tel. 644-8761 Contact Person: Bruce Kelley Date: 5-21-93 Scale: 1"=40' Drawn: O.T.C. Checked: O.T. Revision Check List 5-26-93 Wetland Comments 6-17-93 Staff Comments 6-30-93 Per July 15th Memo to Planning 7-19-93 Brg. & Easement Coincident Note 10-06-93", which map or plan is on file in the South Windsor Town Clerk's Office to which reference may be had. Sele Drive is more fully described on Schedule A attached hereto and made a part hereof by reference. CONVEYANCE TAX RECEIVED �( Ta,W CLERK OF SOUTH WINDSOR Signed this 7i y day of 19 96 RSK- CO IN Witnes by: 7 By G�OAo S• �L�-y ichard Kelley, P sident ,+tate of (gonncrticut, South Windsor f 2��y196 ss: (1lount� of Hartford Personally Appeared Richard S. Kelley, President of RSK-KELLCO INC. Signer and Sealer of the foregoing Instrument, and acknowledged the same to be his free act and deed and the free act and deed of said corporation before me, Latest mailing address of Grantee: No. and Street 1540 Sullivan Avenue Title of Officer "Ay Commission Exp. Oct. 31, 1997 City South Windsor State Connecticut Zip 06074 (The following is not part of the within deed and is not to be recorded) EXCERPT FROM PUBLIC ACT 75-309 As used in this act, (1) "his heirs, executors and administrators" shall be construed, in the case of a corpora- tion or partnership, to mean "its successors" and "his heirs and assigns" shall be construed, in the case of a corporation or " „ P partnership, to mean "its successors and assigns", (2) grantor, grantee, releasor, "releasee," "mortgagor" and "mortgagee" shall include the plural and the masculine or feminine as the con- text shall require and shall mean a natural person, a corporation or a partnership; (3) "as joint tenants"shall mean joint tenants with the right of survivorship as provided in section 47-14a of the general statutes; (4) "attorney" shall mean a person acting pursuant to a power of attorney executed and acknowledged in the manner provided for conveyances. E ^, ti 4-4 LL 0 LL 0 5 ti 4 o r .O 0 x IL a v Q .JS Q Its WARRANTY DEED VOL. 9 SO PA G LE 140 To all People to whom these Presents shall come, Greeting: Q 0 62 96- KNOW YE, THAT RSK-KELLCO, INC., a corporation existing under the laws of the State of Connecticut having an office and principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut, (hereinafter referred to as "Grantor") for NO CONSIDERATION PAID received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, (hereinafter referred to as "Grantee") does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with WARRANTY COVENANTS, the following described real property: That certain piece or parcel of land located in the Town of South Windsor, County of Hartford and State of Connecticut and being designated as "Sele Drive" as shown on those certain maps or plans entitled "The Homestead Subdivision Buckland Road & Deming Street South Windsor, CT. Developed By RSK-Kellco, Inc. 1744 Ellington Rd. South Windsor, CT. Tel. 644-8761 Torres Engineering, Inc. 137 Seymour Ave. West Hartford CT. 06119 (203) 232-9833 Date: 5-21-93 Scale 1"=40' Drawn: O.T.C. Checked: O.T. Revision 5-26-93 6-17-93 6- 30-93 7-19-93 10-06-93 Plot Plan Sheet 4 of 11" which maps or plans are on file in the South Windsor Town Clerk's Office to which reference may be had. Said Sele Drive is more particularly described in Schedule A attached hereto. IN WITNESS WHEREOF, RICHARD S. KELLEY, President of RSK-KELLCO, INC., has hereunto set his hand this /8!�day of D e(<_,,b,r- , 1997. Signed and Delivered in the presence of(Type or Print name below each signature. ) WITNESSES: GRANTOR: RS ELLCO, INC. -Coro l s k"r Il�, By: Richard Kelley, President �CI.Ufxr'� STATE OF CONNECTICUT, ) ss Hartford COUNTY OF HARTFORD ) Personally Appeared RICHARD S. KELLEY, President of RSK-KELLCO, INC., as aforesaid, Signer of the foregoing Instrument, and acknowledged the same to be his free act and deed as such President and the free act and deed of said corporation, before me. Commissioner of the Superior Court C� y F 70-wn' Ole Sotdh `I t o G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 '�rtioSOR co�� AREA CODE 203/644-2511 July 19 , 1994 Bruce Kelley RSK-Kellco, Inc . 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Preconstruction Meeting - Appl . #94-17P, The Homestead Subdiv. IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Jim Slater J & H Slater Construction 528-5252 75 Commerce Way Jim Hesketh Cox Cable 646-6289 801 Park Street, Manc ext. 351 Bruce Kelley RSK-Kellco, Inc . 644-8761 A. B. Davies Town of South Windsor 644-2511 ext. 240 Marcia A. Banach Town of South Windsor 644-2511 ext . 253 Sgt. Gerry Lewis S Windsor Police Services 648-6211 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 a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Deming Street. Calcium chloride or water is to be used for dust control as required. Bruce Kelley - 2 - July 19 , 1994 Application #94-17P Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on job site. 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 Developers Checklist requested for the following: a ) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six ( 6 ) inch lifts e) Placement of bituminous concrete, 2 inch 3 . Certification of gravel used as subbase will Le required by an approved testing company. 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 w . . i material, compacted in maximum one foot. lifts -voith approve" compaction equipment or approved equal if deep trench is encountered. 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 Bruce Kelley in the field. 8 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. Bruce Kelley - 3 July 19 , 1994 Application #94-17P 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 procedures . 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in triplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours . 12 . No paving after October 15 or before April 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 . Drainage on Deming Street, work uphill to downhill, stabilize slope as quickly as possible. Planning Department 1 . Appraisal of property has been submitted so that the fee in lieu of open space requirement can be met. Reminder: As each lot closes, the portion due will be required. SNET/NU 1 . Contact utilities for coordination of utilities connection. IWA/CC 1 . The plot plans, as-builts and the deeds for lots #1, 2, 3,4, and 8 shall indicate that there are regulated wetlands located in the rear of the lots . The deeds shall indicate that the prospective buyers have been informed as to the location of the regulated areas . Fire Marshall 1 . Blasting (if required) to be coordinated with the Fire Marshal . i Bruce Kelley - 4 - July 19 , 1994 Application #94-17P Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s) after construction emergency numbers must be provided to the Police Department . 2 . All buildings located on property which abuts a public highway must be numbered. Such number(s) (address ) shall be visible from the street . All numbering shall comply with Town Ordinance 6-800 thru 6-802 . 3 . Barns, garages and outbuildings which are located on the same premises as a numbered structure are excluded. 4 . Erect temporary sign on the site during construction identifying the project. 5 . Adequate sight line on Deming Street must be provided. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C . Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works George Parkhurst, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning/Wetlands Enforcement Officer SO'MN Se7 aU Soa& ?40&U&Ot 2 C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR•cON�`c AREA CODE 203/644-2511 i October 13, 1993i` 2 Mr . Bruce Kelley RSK-KELLCO, Inc . 1744 Ellington Road South Windsor , CT 06074 RE : Homestead Development Buckland Road & Deming Street , South Windsor , CT Dear Mr . Kelley : The South Windsor Water Pollution Control Authority , at its regular meeting of September 21 , 1993, approved the Homestead Development as detailed on plans entitled "The Homestead Subdivision , Buckland Road and Deming Street , RSk-KELLCO, INC> , dated 5/21/93, Revised 6/30/93 and 7/19/93, 11 pages" subject to the following conditions : 1 . Town Engineering technical approval obtained; 2 . Developer shall furnish invert information for Lot #1 lateral connection to existing manhole as designated on the plans , and be required to make lateral connection to sewer lateral as shown on the plans , unless waived by the South Windsor Engineering Department . 3 . Final Authority approval and acceptance of the sanitary sewerage system will be given once sewer has been installed and inspected by the Town staff , and based upon the written verification of the Town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority , and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction ; and Mr . Bruce Kelley October 13, 1993 Page 2 4 . This approval letter must be superimposed into the final approval plans . Very truly yours , . ......._._._........._.......................................................... _......... ................ ............ Joseph Carino, Chairman Water Pollution Control Authority Town of South Windsor cc : Jean E . Zur,brigen, Town Manager Michael J. Gantick , Director of- Public Works Jerry lazetta, Town Engineer Marcia Banach , Director of Planning John Collins , Chief Building Inspector John McCahill , Zoning Enforcement Officer TOWN OF SOUTH WINDSOR TOWN HALL SOUTH iiINDSOR, CONN. 06074 TO: Marcia A. Banach DATE: July 8, 1994 Director of Planning SUBJECT: The Homestead Subdivision (South side of Deming Street) There will be a preconstruction meeting f.or the above mentioned 7 log Subdivision on Tuesday, July 19 , 1994 at 10 : 30 a .m. here at the Town Hall in the Sprenkel Room. cc: B. Davies, L. Braddock K. Reichle, M. Stead, J. McCahill, C . Shaw, J. Colli nning, SWPS Professional Service Industries, Inc. �1 TESTED FOR: Herb Holden PROJECT: General Sieve 59 Broad Brook Road SELE DR. SOUTH WINDSOR Broad Brook, Ct. 06106 DATE CONVLEIM: 11/16/93 OUR REPORT NO. : 441-30002-014 REPORT OF SIEVE ANALYSIS PSI SAMPLE NO. : 6008 CLIENT M: N/A RELATED PROCIM NO. : N/A SAN)LD BY: Client MATERIAI, DESCRIPTION: Bank Run Gravel MATERIAL SMRCE: E.4 Ellington Pit SIEVE SIZE pmCENT PASS= SPECIFICATIONS A }3 C 5" 100 100 ---- 3 1/2 100 100 90-100 1 1/2 84.5 55-100 55-95 1.00 3/4 64.5 ------ 45-80 1/4 40.2 25-60 25-60 25-60 ## 10 24.2 15--45 15-45 15-45 # 40 4,8 5-25 5-25 5-25 # 100 1.3 0--10 0-10 0-10 # 200 0.7 0-5 0-5 0-5 Respectfully Subadtted, PROFESSIONAL SERVICE INDUSTRIES ('r tilt, -iwi-,r Rd • R)nn n iplri (:1 of:r)1)? • Phinnr• ?(Yt'?�?.r,�rrf r Ga. nn-„-,,,., r',cS 1 • • • •�' • 11 11 allo 1.1s:e'::BL 'sse 1.: 'L 1111111 :::..:..s 111111111 11111111 1911911111:1181: �....L::..........:::11111111 ::: :::• ::::::::::::::::::::::HW ::::::::::�: 1111 : � RUN,::�::::::::::::�::::�::::::�::: • • 1 . • . . ../.......................... numm Cm. 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I\\N■.NNI.II.N..N.N...■...H.IN.N■..■■N■ .... ::::::...tl........................ ::::::::s a......_........a.....Y. ..W..::'s':•..te:.�:�e1i� :lsleee•a•:::?Z. '. ./ •YS�....MNW.■N.W■:: YSSS•N�I::N.Y�S ::�N 1 / • '��5�,} ,iti�e�f is � t 'I ' � . Professional Service Industries, Inc. } i � fi4 A, REPORT OF FIELD COMPACTION TESTS lco PROJECT: The Homestead 1744+{� IT igton Road SbTith 11' dsor, CT 06074 IATE: September, 1, 1994 : oun nEPonT NO.:441-40073-002 f EST DATA: TEST ELEV DOti ID MAXIMUM WATER I1 PLACE PER CENT OAT2 LAB DRY DRY COMMENT NO bEbiN NUMBER DENSITY CONTENT DENSITY COMPACTION 1 9/1/94 9"** 131.9 3.7 125.3 95.0 A 2 W1/94 9"** 131.9 4.2 131.0 99.3 A 3 9/1/94 ' 9"** 131.9 3.9 126.0 95.5 A TEST LOCATION: 1 Center -of cul-de-sac, 'Sele Road 2 StatioA 3 + 50 2' right of centerline, Sele Road 3 Station 1 + 00 centerline, Sele Road NOTES: DENSITIES SHOWN: Lbs, per cubic tool I. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENt:Per Cent of dry Weight 2. BACKFILL B. RECOMP ACTION nEQUInED PERCENT COMPACTION: Edged an maximum dry 3. BASE counSE C. TEST IS AFTER nECOMPACTION density oblained on sampld.lndicated by 4. SUBBASE Aoli 10 nurhbr, t ( S. SOIL CEMENT 6- QTHER -MARKS: 95% Compaction Required, Tests performed in accordance with ASTM D 2922 and D 3017 Respectfully submitted, Prof slonal Service Industries, Inc, Nine Old.Wihdsor Road • Bloomfield, CT 06002 • Phonei 203/242-5150 BrandhX �6365 TOWN OF SOUTH WI N DSOR DEPARTMENT OF PUBLIC WORKS BUREAU OF POLLUTION CONTROL P 9f(M DRAIN LAYER'S PERMIT S 19 Pursuant to written application, permission is hereby granted to the Licensed, Drain Layer named herein to perform the work indicated below at at premises owned by x ..: whose address is ' i' i !�Cd ,�.._L ,!/w��„ T=!�1� r'C and to Lay House Drain, Repair House Drain, Lay Main,_Other for occupancy or use, with Family Units , with acres. r' Type of Sewage to be connected under this permit : SANITARY SEWAGE (. ) , INDUSTRIAL WASTES ( ) , OR ( ) Connection will be made with 76I<.jf i¢,7 Show sketch of proposed work or furnish two copies of separate drawings . OSHA REQUIREMENTS MUST BE FOLLOWED SPECIAL CONDITIONS Desired Starting Dateram; 4) _Estimated Time for Completion," Permit to be issued to r the holder of Drain Layer ' s License No. fermit will expire thirty (30) days after date of issuance. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and the,, reverse side thereof . Applicant has received Town Permit No . /and/or CHD Permit No . r Signed Licensed Drain Layer The above named Drain Layer has a valid license issued by the State of Connecticut and has filed a satisfactory bond and insurance policy in the name of the Town of South Windsor : Enginee� Dept . =Date Permit Fee Paid $ Check Number Connection Charge, Receipt No. Dated i Issued by , r , , '�4 " ti INSPECTION Date work started Date completed Sufficient notification received : _ es No Special Conditions i APPROVED: Inspector Date C O N D I T I O N S 1. This permit is issued under the express condition that every person acting under the same shall conform to the representations and conditions of the application therefor and shall conform to and be governed by the ordinances and regulations pertaining to sewers of the Town of South Windsor including amendments, thereto, and all other pertinent laws, resolutions, ordinances, rules, and regulations of the Town of South Windsor and/or its Water Pollution Control Authority. 2. This permit may be revoked at any time. 3. This permit shall be maintained at the site of any work being done under its authority and shall be shown upon request of any authorized person. 4. This permit does not authorize the doing of any acts in, upon or to private property without the consent of the owner thereof. The duty of obtaining such consent and complying with the conditions thereof rests solely on the drain layer and those for whom he acts. S. This permit does not authorize any excavation in any public street, highway or grounds, or doing any work therein or the placing of any obstruction therein. Specific permission for such shall be obtained from the proper official having charge thereof. 6. The Town of South Windsor and its agents assume no responsibility that any representations in the application for this permit were correct and assume no responsibility for any information furnished or not furnished. 7. No sewer or appurtenance thereof may be cut into or connection made therewith, or any pipe laid, except in the presence of or under the direction of an Inspector from the Engineering Department. At least 24 hours notice must be given to the Engineering Department before such Inspector is needed on the work. In general, Inspectors will be available between the hours of 8:30 a.m. to 4:30 p.m. on Mondays to Fridays inclusive. 8. The Drain Layer agrees that he shall at all time indemnify and save harmless the Town and its officers, agents and servants, on account of any and all claims, damages, losses, litigation, expenses, counsel fees and compensation arising out of injuries (including death) sustained by, or alleged to have been sustained by the servants, employees or agents of the Town, or of the Drain Layer, any contractors employed by him or any subcontractor or material men, and from injuries (including death) sustained by or alleged to have been sustained by the public, any or all persons on or near the work, or by any other person or property, real or personal (including property of the Town), caused in whole or in part by the acts or omissions of the Drain Layer, any contractor employed by him or any subcontractor or material man or anyone directly or indirectly employed by them or any of them while engaged in the performance of any work covered by this permit and during any maintenance period specified in the aforementioned ordinance. 9. The Drain Layer and owner shall be responsible to see that only the type of wastes specifically permitted by this permit are allowed into the public sewer as a result of this permit. TOWN OF SOUTH WINDSOR RECEIVED STAFF SITE CHANGE FOR SITE & SUBDIVISION AUG b 1994 GENERAL: -1. WINDSOR PLANNING DEPT. CHANGE ORDER CONTACT PERSON /:.X uC£ K U-Ey Phone No. 60-8-761 Address I7I/`l eCC, 12�s '50 a c.I- , 06c, 7y Site Name ffom ES, D P&Z No. Owner /z l-- 1<ECCcn r , C Phone No. 6VY-8'7E Contractor 5-r E1 S L6-7-Cl C© . , -, C Signature of Owner — ��. Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (, ) copies of plan/profile of Change. ) f .(,i ArTc e v�,cl e�d t F, stc �, >7,c �eo4 "►Y 5zoM 5rA%1iaA,) 0400=1 l f Zo t, Reason for Change: (Why is change required) ike best rS a. A"O'/ G'r R ter.l }mac 4 r (4,,,,- ra -,n A v cT-;e d e f r4 o,C ,A- t- IG._S t- 7 FY e f 04L, 62 APe /V� L.-11-Mlt S y,s;ble L-4 /< 6C-I-;IA h,s /l.c s�.,,r�.zy se;--.<.,- C: 0 -7-io met APPROVALS: (As Require Dir. Of Planning Date: Town Engineer Date: -[Q 4 Dir. of Publi W rks Date: Other: Date: STAf,F COMMENTS: _ L _ c c � it White - Town Engineer Pink - Director of Planning Yellow - Applicant )L)O/-F -,,-o 7aG/> *,W GtJc--, cvou�� /for Neu/ (,ND�(�,��iN /SaC�N n.lt� CC: ��ZLES �jP�DoGK Memo to JCI From DTE 8-31-94 --- 4 : 00 PM This afternoon, I went by the Homestead Subdivision and saw Roncari ' s grader and men with stakes working on the job. I called in to inquire if the Town had been given notice of this activity. The response was negative . At 3 : 45+1 I gave the RSK-KELLCO office a call , looking for Bruce . He was indicated on the Pre-Job Minutes , dated 7-17-94 as the contact person . At 4 : 00 , I had a call from Mr. Kelley. I explained the purpose of the call . His response was extremely unpleasant; I am picking on him, I am not treating him with the same approach that I treat other developers , I am costing him money, Lester and I said that it was a good subdivision, the underdrain was a waste, the dead trees are the Town' s , this is the last subdivision that he will do in this Town, when am I leaving, this will be the best for the Town, he is going to tell everyone how he has been mistreated and abused, etc . It was ugly and then he hung up . At 4 : 10 , I had a call from Bruce, indicating that he had talked with Lester on Friday about this . He said that the Testing Service was to have been there today, they will be their tomorrow. Fact or fiction, I could not verify a Bruce Kelley - 2 - July 19, 1994 Application #94-17P Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on job site. 2 . The Public Works Department is to be notified forty-eight (48 ) hours prioF to the start of major construction work with r inspections and testing per Developers Checklist requested for the following: a) After site is staked out All drainage work Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six ( 6 ) inch lifts e) Placement of bituminous concrete, 2 inch 3 . Certification of gravel used as subbase will i,e required by an approved testing company. 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 wi : , dra material, compacted in maximum one foot. lifts ,:..th apprc,vt:.; compaction equipment or approved equal if deep trench is encountered. 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 Bruce Kelley in the field. 8 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: /7 �%rZ DEVELOPER: STREET: SG� CONTRACTOR: DATE: Cj T TIME WEATHER: w�f2^ INSP: � y j WORK IN PROGRESS: /3v AREA OF CONCERN: SPECIAL INSTRUCTIONS: t4WN Sf44 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 JtoSOR co AREA CODE 203/64 'S1, RECEI`���C October 27, 199L7 OCT 2 7 1994 00 A SOUTH WINDSOR ENG DEPT. Bruce S . Kelley � � RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Bruce: Re Establishment of pasture, barn.J24' x 301 ) and riding° ring ( 60, x 12.0'.) for two. horses on. lot #5, 5.8. Se1e Drive. At the October 26, 1994 regular meeting of the Inland Wetlands Agency/Conservation Commission, the Commission discussed your letter dated October 21, 1994 .. The Commission decided, based on the letter submitted and conversations with you at that meeting, that the activity is a permitted use and does not require, a permit. Section. 4,.la of. the Inland Wetlands,,, . Watercourses, and Conservation Regulations has been included for your information and does place limitations on what constitutes "grazing and farming" as permitted uses . It is your responsibility to be familiar with this section and ensure that the activities fall within what is stated. One concern expressed at the meeting is that you limit your topsoil stockpile to the area shown on the plan ( just westerly of the existing house) . Should you have any questions regarding this please call me at ` 644-2511, ext 229 . Very truly yours,, � J n E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm Enclosure cc: Town Engineer Planning & Zoning Commission Elizabeth A Warren, Chairman, IWA/CC Chief Building Official Bruce Cutler, 85 Bourbon Street MEMORANDUM TO: Marcia A. Banach, Director of Plan ing FROM: Jerry C. Iazzetta, Town Engineer RE: ✓HOMESTEAD SUBDIVISION DATE: November 2, 1994 We have reviewed the bond estimate for the Homestead Subdivision and recommend that the bond be set at $273, 000 . 00 . We have also reviewed the bond estimate submitted for a bond reduction and recommend that the bond be reduced to $58, 000 . 00 . Copies of the bond estimates are attached for your records . JCl/jsv Attachments 3 14 �C TOWN OF SOUTH iiINDSOR N PROJECT: Homestead STREET: Sele Drive BOND ESTIMATE FOBHivErf P&Z I.D. : 14 0Cr ENGINEER: Torres En . 1994 CALENDAR YEAR M 1 1994 V DATE: 9/30/94 .� ll Bond Bond Unit Reduction Item Description Unit Quantitv Price Cost No. 2 1. Clearing &-Grubbing LS 0 * 11000 2. Strip & Stockpile Topsoil CY 695 2.00 1,390 3. Earth Excavation (Excluding Roadway 0 0 & Trench) CY 10.00 4. Roadway Excavation CY 2,209 12.00 26,508 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 6. Earth Trench Exc. 0-10 CY 593 12.00 7, 116 7. Earth Trench Exc. 0-15 CY 0 15.00 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 9. Roadway Exc. Rock CY 0 50.00 0 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 11. Rock Trench Exc. 0-10 CY 0 75.00 0 12. Rock Trench Exc. 0-15 CY 0 100.00 0 13. Rock Trench Exc. 0-20 CY 0 150.00 0 14. Formation of Sub grade SY 2,387 1.50 3,580 15. Subbase Gravel CY 477 20.00 9,540 16. Processed Aggregate TONS 670 18.00 12,060 17. Common Borrow CY 0 10.00 0 18. Gravel Borrow CY 0 15.00 0 19. 1.5 " Bit. Concrete 195 9,750 Class I TONS 50.00 20• 1.5 „ Bit. Concrete 180 9,900 Class II TONS 55.00 21. 6" Asphalt Lip CurbinR LF 1,420 3.00 4,260 22. Road Widening Complete SY 0 50.00 0 *varies Page 1 Sub-Total $ 89,494 BOND ESTIMATE FORM (� Bond Bond A..� Unit Reduction Reduction IInit Quantity Price Cost No. 1 No. 2 +� Item Descript!04 t9A . 23. Conc Sidewal ,44MWide LF 730 30.00 21,900 STORM DRAINAGE SYSTEM,` COMPONENTS 24.• 60" RCP Class- In Place LF 0 130.00 0 25. 54" RCP Class- In Place LF 0 100.00 0 26. 48" RCP Class_In Place LF 0 75.00 0 27. 42" RCP Class_ In Place LF 0 65.00 0 28. 3611 RCP Class_ In Place LF 0 60.00 0 ' 29. 30" RCP Class_ In Place LF 0 50.00 0 30. 24" RCP Class- In Place LF 122 42.00 5,124 31. 21" RCP Class-In Place LF 0 40.00 0 32. 18" RCP Class-In Place LF 0 35.00 0 _ 33. 15" RCP Class_In Place LF 0 30.00 0 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 0 21.00 0 35. 10" ADS-N-12 or Equal 0 22.50 0 36. 12" ADS-N-12 or Equal 0 24.00 0 37. 15" ADS-N-12 or Equal 546' 25.50 13,923 38, 18" ADS-N-12 or Equal 0 28.00 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 40. 8" PVC SDR 35 In Place LF 0 20.00 0 RIPRAP 41. Modified Riprap CY 0 45.00 0 42. Intermediate Riprap CY 44 45.00 1,980 43. Standard Riprap CY 0 45.00 0 Page 2. Sub-Total $ 49,977 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unitl QuantityPrice Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 7 1500.00 10,500 45. Type "C" Double Grate EA 0 2000.00 0 46. Type "C-L" Catch Basin EA 0 1500.00 0 47. Manhole EA 0 1500.00 0 48. Manhole w/Drop Inlet EA 0 2500.00 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 50. Headwall EA 0 * 0 51. Endwall EA 0 * 0 Box Culvert 52. X LF 0 * 0 53. 15" Flared End EA 0 450.00 0 54 . 18" Flared End EA 0 500.00 0 55. 24" Flared End EA 2 550.00 1 100 56. 36" Flared End EA 0 850.00 0 57. Sedimentation structure 1 2,000 10' Wide 58. Gravel Access Road LF 125 15.00 1,875 59. Reset M.H. or C.B. EA 0 550.00 0 9 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 61. 10" PVC In Place SDR 35 LF 1 0 37.00 0 62. 8" PVC In Place SDR 35 LF 663 35.00 123,205 63. 6" PVC In Place SDR 35 LF 252 30.00 1 7,560 * varies Page 3. Sub-Total $ 48,240 BOND ESTIMATE Bond Bond unit Reduction Reduction Item Description Uni uantity Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 65. Sanitary Manhole w/Drop Inlet EA 0 2500.00 0 66. Sanitary Manhole over 10 FT. EA 0 2000.00 0 67. 68. STRUCTURES & MISC. ITEMS. 69. Retaining Wall EA 0 * 0 70. Fence (Type: EA 0 * 0 71. Guide Rail (Type: EA 0 * 0 72. End Anchorage (Type: ) EA 0 * 0. 73. •Guide' Post EA 0 100.00 0 74. Pavement Marking LF 12 1.50 18 75. Street Signs EA 1 75.00 75 76. Traffic Signs EA 1 75.00 75 77. Street Li hts EA 2 1000.00 2,000 .78. Furnishing 2,809 7,022 /Placing Topsoil SY 2.50 79. Fertilizing, Seeding and Mulching Sy 2,809 2.5 77,022 80. Trees EA 0 150.00 0 81. Maintenance/Protection of Traffic LS 0 * 0 82. Construction Staking LS 2,500 * 2,500 * varies Page 4. Sub-Total $ 24,712 s , BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 83. As-Builts LS 1,500 * 1,500 84. Iron Pins EA 15 100.00 1,500 85. Concrete Monuments EA 12 250.00 3,000 86. Landscaping LS 0 * 0 87. Driveway-Bit. Conc. SY 0 20.00 88. 89. 90. Sub-Total $ 6,000 Sub-Total Page 1' $ 89,494 Sub-Total Page 2 $ 49,977 Sub-Total Page 3 $ 48,240 Sub-Total Page 4 $ 24,712 Sub-Total Page 5 $ 6,000 Sub-Total $218,423 25Z Contingencies x Sub-Total: $ 54,606 TOTAL $273,029 * varies Page 5. TOWN OF SOUTH iiINDSOR a' PRO EnT: Homestead N RECEIVED STREET: Sele Drive BOND ESTIMATE FORM OCT 3 1 1994 P&Z I.D. : ENGINEER: Torres En . 1994 CALENDAR YEAR SDMWINOSOR DATE: 9/30/94 � U,it R u I tion Item Description Unit Quantity Price Cost No. 1 No. 2 1. Clearing & Grubbing LS 0 * 1,000 0 2. Strip & Stockpile Topsoil CY 695 2 00 17390 0 3. Earth Excavation 0 0 0 (Excluding Roadway & Trench) CY 10.00 4. Roadway Excavation CY 2,209 12.00 1 26,508 0 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 0 6. Earth Trench Exc. 0-10 CY 593 12.00 7, 116 0 7. Earth Trench Exc. 0-15 CY 0 15.00 0 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 0 9. RoadwayExc. Rock CY 0 50.00 0 0 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 0 11. Rock Trench Exc. 0-10 CY 0 75.00 0 0 12. Rock Trench Exc. 0-15 CY 0 100.00 0 0 13. Rock Trench Exc. 0-20 CY 0 150.00 0 0 14. Formation of Sub grade SY 2,387 1.50 3,580 0 15. Subbase Gravel CY 477 20.00 9,540 0 16. Processed Aggregate TONS 670 18.00 12,060 0 17. Common Borrow CY 0 10.00 0 0 18. Gravel Borrow CY 0 15.00 0 0 19. 1.5 „ Bit. Concrete 195 9,750 0 Class I TONS 50.00 20. 1.5 „ Bit. Concrete 180 91900 91900 Class II TONS 55.00 21. 6" Asphalt Lip Curbing LF 1,420 3.00 4,260 0 22. Road Widening Complete SY 0 50.00 0 0 *varies Page 1 Sub-Total $ 89,494 91900 BOND ESTIMATE FORM Bond Bond !.` unit Reduction Reduction Item Descri` t or' Uhit Quantitv Price Cost No. 1 No. 2 Zoo 0 23. Conc Sidewalk 4' Wide LF 730 30.00 21,900 / 0 STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class- In Place LF 0 130.00 0 0 25. 54" RCP Class- In Place LF 0 100.00 0 0 26. 48" RCP Class-In Place LF 0 75.00 0 0 27. 42" RCP Class_ In Place LF 0 65.00 0 0 28. 36" RCP Class_ In Place LF 0 60.00 0 ' 0 29. 30" RCP Class_ In Place LF 0 50.00 0 0 30. 24" RCP Class_ In Place LF 122 42.00 5,124 0 31. 21" RCP Class_In Place LF 0 40.00 0 0 32. 18" RCP Class_In Place LF 0 35.00 0 0 33. 15" RCP Class-In Place LF 0 30.00 0 0 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 0 21.'00 0 0 35. 10" ADS-N-12 or Equal 0 22.50 0 0 36. 12" ADS-N-12 or Equal 0 24.00 0 0 37. 15" ADS-N-12 or Equal 546' 25.50 13,923 0 38, 18" ADS-N-12 or Equal 0 28.00 0 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 0 40. 8" PVC SDR 35 In Place LF 0 20.00 0 0 RIPRAP 41. Modified Riprap CY 0 45.00 0 0 42. Intermediate Riprap CY 44 45.00 1,980 0 43. Standard Riprap CY 0 45.00 0 0 2_ 000 Page 2. Sub-Total $ 49,977 ,$� BOND FSTIMATE FORM P494" Bond Bond unit reduction Reduction Item Description Unitl QuantityPrice Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 7 1500.00 10,500 0 45. Type "C" Double Grate EA 0 2000.00 0 0 46. Type "C-L" Catch Basin EA 0 1500.00 0 0 47. Manhole EA 0 1500.00 0 0 48. Manhole w/Drop Inlet EA 0 2500.00 0 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 0 50. Headwall EA 0 * 0 0 51. Endwall EA 0 * 0 0 Box Culvert 52. X LF 0 * 0 0 53. 15" Flared End EA 0 450.00 0 0 54. 18" Flared End EA 0 500.00 0 0 55. 24" Flared End EA 2 550.00 1,100 0 56. 36" Flared End EA 0 850.00 0 0 S7. Sedimentation structure 1 2,000 0 10' Wide 58. Gravel Access Road LF 125 15.00 1,875 0 59. Reset M.H. or C.B. EA 0 550.00 0 0 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 0 61. 10" PVC In Place SDR 35 LF 0 37.00 0 0 62. 8" PVC In Place SDR 35 LF 663 35.00 23,205 0 63. 6" PVC In Place SDR 35 LF 252 30.00 7,560 * varies Page 3. Sub-Total $ 48,240 0 BOND ESTIMATE Bond Bond unit Reduction Reduction Item Description Uni uantity Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 0 65. Sanitary Manhole w Dro Inlet EA 0 2500.00 0 0 66. Sanitary Manhole over 10 FT. EA 0 2000.00 0 0 67. 68. STRUCTURES & MISC. ITEMS. 69. Retaining Wall EA 0 * 0 0 70. Fence (Type: EA 0 * 0 0 71. Guide Rail (Type:- EA 0 * 0 0 72. End Anchorage (Type: ) EA 0 * 0 0 73. -Guide Post EA 0 100.00 0 0 74. Pavement Marking LF 12 1.50 18 0 75. Street Signs EA 1 75.00 75 0 76. Traffic Signs EA 1 75.00 75 0 77. Street Li hts EA 2 1000.00 2,000 0 78. Furnishing 2,809 7,022 3,500 /Placing Topsoil SY 2.50 79. Fertilizing, Seeding 7,022 0 2 and MulchingSY 2,809 2.50 80. Trees EA 0 150.00 0 0 81. Maintenance/Protection of Traffic LS 0 * 0 0 82. Construction Staking- LS 2,500 * 2,500 0 * varies /d -rLZ Page 4. Sub-Total $ 24,712 a 3OND ESTIMATE FORM Bond Bond unit Reduction Reduction Item Description unit Quantity Price Cost No. 1 No. 2 83. As-Builts LS 1,500 * 1,500 1 .500 84. Iron Pins EA 15 100.00 1.500 1 ,500 85. Concrete Monuments EA 12 250.00 3 000 3,000 86. Landscaping LS 0 * p 87. Driveway-Bit. Conc. SY 0 20.00 88. 89. 90. Sub-Total $ 6,000 6,000 Sub-Total Page I $ 89,494 9,900 Sub-Total Page 2 $ 49,977 Z000 $ Sub-Total Page 3 $ 48,240 0 Sub-Total Page 4 $ 24,712 �p�52.2,�rgQ@ - Sub-Total Page 5 $ 6,000 6,000 Sub-Total $218,423i}g$- 25Z Contingencies x Sub-Total: $ 54,606 TOTAL $273.029 3J'SLS Al 4- To DoN� 3,G r2e * varies Page 5. O �i9-y Sri ODv 1QW N Sf9 = U 1540 SULLIVAN AVENUE f��SOR•CO SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 \, v l2 November 18, 1994 REc E0 NOV 2 1994 Carol Kelley w RSK-Kellco, Inc . SOUTHWINDSOR 1744 Ellington Road Eh'a.OPT. South Windsor, Ct 06074 ' i 5 Dear Mrs . Kelley: Re: App # 94-17P, The Homestead This is to advise you that the Planning and Zoning Commission voted November 15, 1994 to establish the bond in the amount of $273, 000 . They then voted to reduce the subdivision bond for the above-refer on project from $273, 000 to $58, 000 . on Very truly yours, PLANNING & ZONING COMMISSION v FAC/pmm Frank A. J Castro, Vice Chairm cc: Town V Engineer MEMORANDUM TO: Marcia A. Banach Director of Plan ing FROM: Jerry C. Iazzetta, Town Engineer RE: HOMESTEAD SUBDIVISION _ r DATt: November 2 1994 J We have reviewed the bond estimate for the Homestead Subdivision recommend that the bond be set at $273, 000 . 00 . , We have also reviewed the bond estimate submitted for a bond reduction and recommend that the bond be reduced to y a00p oies of the bond estimates are attached for $58, 000 . 00 . Your records . JCl/jsv Attachments PROJECT: Homestead TOWN OF SOUTH WMSOR STREET: Sele Drive N v P&Z I.D. : BOND ESTIMATE FORM ROWG' ENGINEER: Torres En ~ 1994 CALENDAR yp ACT 31 1994 � DATE: 9/30/94 8&^ r e�� Item Descri tion Unit rl Bond Bond Unit uantit Price t Reductic Cost 1. Clearin & Grubbin 0 2. Strip & Stockpile LS * 1,000 No. 2 To soil CY 695 3. Earth Excavation 2.00 1,390 (Excluding Roadway 0 & Trench 0 CY 10.00 4. Roadwa Excavation CY 2,209 12.00 26,508 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 6. Earth Trench Exc. 0-10 CY 593 12.00 7, 116 7. Earth Trench Exc. 0-15 CY 0 15.00 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 9. Roadwa Exc. R • ock CY 0 50.00 0 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 11. Rock Trench Exc. 0-10 CY 0 75.00 0 12. Rock Trench Exc. 0-15 CY 0 100.00 0 13. Rock Trench Exc. 0-20 CY 0 150.00 0 14. Formation of Sub rade SY 2,387 1.50 3,580 15. Subbase Gravel 477 CY 20.00 9,540 16. Processed A re ate TONS 670 18.00 12,060 17. Common Borrow CY 0 10.00 0 18. Gravel Borrow CY 0 15.00 0 19. 1.5 „ Bit. Concrete Class I 195 9, 750 TONS 50.00 20. 1.5 ^ Bit. Concrete Class II 180 91900 TONS 55.00 21. 6" As halt Li Curbin LF 1,420 3.00 4,260 22. Road Widenin Com lete SY 0 50.00 0 *varies Page 1 Sub-Total $ 8 f J l • BOND ESTIMATE FORM Bond Bond ,;11�jty II nit Reduction Reduction Item DescrilD•ticna, v pt A Unit 61antitv Price Cost No. 1 No. 2 23. Conc Sidewalk:',V"ZWide."- LF 730 30.00 21,900 STORM DRAINAGE SYSTEM,.-., ,'tw.f COMPONENTS •, 24.. 60" RCP Class- In Place LF 0 130.00 0 25. 54" RCP Class- In Place LF 0 100.00 0 26. 48" RCP Class_In Place LF 0 75.00 0 27. 42" RCP Class_ In Place LF 0 65.00 0 28. 36 RCP Class_ In Place LF 0 60.00 0 - 29. 30" RCP Class_ In Place LF 0 50.00 0 30. 24" RCP Class- In Place LF 122 42.00 5, 124 31. 21" RCP Class-In Place LF 0 40.00 0 32. 18" RCP Class_In Place LF 0 35.00 0 33. 15" RCP Class-In Place LF 0 30.00 0 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 0 21.00 0 35. 10" ADS-N-12 or Equal 0 22.50 0 36. 12" ADS-N-12 or Equal 0 24.00 0 37. 15" ADS-N-12 or Equal 546' 25.50 13,923 38. 18" ADS-N-12 or Equal 0 28.00 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 40. 8" PVC SDR 35 In Place LF 0 20.00 0 RIPRAP 41. Modified Riprap CY 0 45.00 0 42. Intermediate Riprap CY 44 45.00 1,980 43. Standard Riprap CY 0 45.00 0 Page 2. Sub-Total $ 49,977 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 7 1500.00 10,500 45. Type "C" Double Grate EA 0 2000.00 0 46. Type "C-L" Catch Basin EA 0 1500.00 0 47. Manhole EA 0 1500.00 0 48. Manhole w/Drop Inlet EA 0 2500.00 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 50. Headwall EA 0 * 0 51. Endwall EA 0 * 0 Box Culvert 52. X LF 0 * 0 53. 15" Flared End EA 0 450.00 0 54. 18" Flared End EA 0 500.00 0 55. 24" Flared End EA 2 550.00 1, 100 56. 36" Flared End EA 0 850.00 0 57. Sedimentation structure 1 2,000 10' Wide 58. Gravel Access Road LF 125 15.00 1,875 59. Reset M.H. or C.B. EA 0 550.00 0 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 61. 10" PVC In Place SDR 35 LF 0 37.00 0 62. 8" PVC In Place SDR 35 LF 663 35.00 23 205 63. 6" PVC In Place SDR 35 LF 252 30.00 1 7,560 * varies Page 3. Sub-Total $ 48,240 BOND ESTIMATE Bond Bond Unit Reduction Reduction Item Description unit nnntit Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 4 1500.00 6,000 65. Sanitary Manhole w Dro Inlet EA 0 2500.00 0 66. Sanitary Manhole over 10 FT. EA 0 2000.00 0 67. 68. STRUCTURES & MISC. ITEMS. 69. Retaining Wall EA 0 * 0 70. Fence (Type: - EA 0 * 0 71. Guide Rail (Type: EA 0 * 0 72. End Anchorage (Type: ) EA 0 * 0. 73. •Guide' Post EA 0 100.00 0 74. Pavement Marking LF 12 1.50 18 75. Street Signs EA 1 75.00 75 76. Traffic Signs EA 1 75.00 75 77. Street Lights EA 2 1000.00 2,000 78. Furnishing 2,809 7,022 /Placing Topsoil SY 2.50 79. Fertilizing, Seeding and Mulching SY 2,809 2.50 7,022 80. Trees EA 0 150.00 0 81. Maintenance/Protection of Traffic LS 0 * 0 82. Construction Staking LS 2,500 * 22500 * varies Page 4. Sub-Total $ 24,712 BOND ESTIMATE FORM Item Descri tion IInit Bond Bond Unit uantit Price Reduction Reduction Cost No. i No. 2 83. As-Builts LS 1 500 * 1 84. Iron Pins EA 15 100.00 1 85. Concrete Monuments EA 12 250.00 86. Landsca in • LS 0 * 0 87. Drivewa -Bit. Conc. SY 0 20.00 88. 89. 90. Sub-Total $ 6 000 Sub-Total Page 1' 494 Sub-Total Page 2 $ 89,977 Sub-Total Page 3 $ 49,Sub-Total Page 4 $ 8,240 2 Sub-Total Page 5 $ 6,00o, $ Sub-Total $218.423 25Z Contingencies x Sub-Total: S 54.606 TOTAL $273 0 9 `7z,73 00 * varies Page 5. TOWN OF SOUTH WINDSOK PROJECT: Horhestead FEBRI 9 1995 STREET: Sele Drive BOND ESTIMATE FORM P&Z I.D. : ENGINEER: Torres Enj, 1994 CALENDAR YEAR South Windsor DATE: 9/30/94 �� �J�' Planning 5& Zoning Commi r iM Bond Bond unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 1. Clearing & Grubbing LS 0 * 1,000 0 2. Strip & Stockpile Topsoil CY 695 2.00 1,390 3. Earth Excavation (Excluding Roadway 0 0 & Trench) CY 10.00 4. Roadway Excavation CY 2,209 12.00 26,508 - 5. Earth Trench Exc. 0-4 CY 439 10.00 4,390 t3- 6. Earth Trench Exc. 0-10 CY 593 12.00 7, 116 �- 7. Earth Trench Exc . 0-15 CY 0 15.00 0 8. Earth Trench Exc. 0-20 CY 0 18.00 0 ( 9. Roadway Exc. Rock CY 0 50.00 0 •61 67- 10. Rock Trencn Exc. 0-4 CY 0 50.00 0 61) 4- 11. Rock Trench Exc. 0-10 CY 0 75.00 0 91 12. Rock Trench Exc. 0-15 CY 0 100.00 0 B' CX 13. Rock Trench Exc. 0-20 CY 0 150.00 0d- 14 . Formation of Sub grade SY 2,387 1.50 3,580 �- p 15. Subbase Gravel CY 477 20.00 9,540 0- 01- 16. Processed Aggregate TONS 670. 18.00 12,060 �. 17 . Common Borrow CY 0 10.00 0 18. Gravel Borrow CY 0 15.00 0 f3- 19. 1'S " Bit. Concrete 195 9,750 Class I TONS 50.00 20. 1.5 " Bit. Concrete 180 91900 ,9o-0 Class II TONS 55.00 21. 6" Asphalt Lip Curbin LF 1,420 3.00 4,260 -0- 8 22. Road WideningCom lete SY 0 50.00 0 $ *varies P2AP 1. Sigh-Tot..a.1. S R9,444 �,_.QQ .L.G q.9010 BOND ESTIMATE FORM Bond Bond unit Reduction Reduction Item Description Unitj QuantityPrice Cost No. 1 No. 2 23. Conc Sidewalk 4 ' Wide LF 730 30.00 21 ,900 STORM DRAINAGE SYSTEM COMPONENTS 24 .• 60" RCP Class- In Place LF 0 130.00 0 �- 25. 54" RCP Class- In Place LF 0 100.00 0 4- 26. 48" RCP Class.- In Place LF 1 0 75.00 0 Q 27. 42" RCP Class_ In Place LF 0 65.00 0 28. 36"- RCP Class_ In Place LF 0 60.00 0 29. 30" RCP Class_ In Place LF 0 50.00 0 �} 30. 24" RCP Class- In Place LF 122 42.00 5, 124 31. 21" RCP Class- In Place LF 0 40.00 0 32. 18" RCP Class_In Place LF 0 35.00 0 33. 15" RCP Class- In Place LF 0 30.00 0 POLYETHENE PIPE 34 . 8" ADS-N-12 or Equal 0 21.00 0 35. 10" ADS-N-12 or Equal 0 22.50 0 19 19- 36. 12" ADS-N-12 or Equal 0 24 .00 0 8 37. 15" ADS-N-12 or Equal 546' 25.50 13,923 38, 18" ADS-N-12 or Equal 0 28.00 0 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 470 15.00 7,050 61- 40. 8" PVC SDR 35 In Place LF 0 20.00 0 RIPRAP 41. Modified Riprap CY 0 45.00 0 42. Intermediate Riprap CY 44 45.00 11980 �- 43. Standard Riprap CY 0 45.00 0 �- Page 2. Sub-Total $ 49,977 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction unit uantit Price Cost No. 1 No. 7_ Item Description DRAINAGE STRUCTURES 44 . T e "C" Catch Basin EA 7 1500.00 10,500 45. T e "C" Double Grate EA 0 2000.00 0 46. T e "C-L" Catch Basin EA 0 1500.00 0 47 . Manhole EA 0 1500.00 0 48. Manhole w Dro Inlet EA 0 2500.00 0 49. Manhole Over Ten Feet EA 1 2000.00 2,000 50. Headwall EA 0 * 0 EA 0 * 0 51. Endwall �„ Box Culvert LF 0 * 0 X s2. � 53. 15" Flared End EA 0 450.00 0 EA p 500.00 0 54 . 18" Flared End 2 550.00 1 100 55. 24" Flared End EA 56. 36" Flared End EA 0 850.00 0 1 2,000 57 . Sedimentation structure 10, Wide LF 125 15.00 1 875 58. Gravel Access Road EA 0 550.00 0 59. Reset M.H. or C.B. „ SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 0 40.00 0 61. 10" PVC In Place SDR 35 LF 0 37 .00 0 62. 8" PVC In Place SDR 35 LF 663 35.00 23 205 _ 63. 6" PVC In Place SDR 35 LF 752 30.00 7 560 * varies Sub-Total $ 48 240 Page 3. BOND ESTIMATE.FORM Bond Bond Unit Reduction Reduction Item Description unit_ Quantity Price Cost No. I No. 2 lJ 83. As-Builts LS 1 ,500 * 1 ,500 84 . Iron Pins EA 15 100.00 1 /.SOD --8-- 85. Concrete Monuments EA 12 250.00 3,0003 J� 86. Lan dsca in LS 1 0 * 0 87. Driveway-Bit. Conc. SY 0 20.00 88. 89 90 Sub-Total $ 6,000 6, D-Oe Sub-Total Page 1' $ 89,494 4 9 Q- —91 Sub-Total Page 2 $ 49,977 -9- Sub-Total Page 3 $ 48,240 r}- Sub-Total Page 4 24,712 /0 S 2Z 7004.&-- Sub-Total Page 5 $ 6,000 )4T10 9" /� Sub-Total $218.423 0?&• yzz � • w n �,Z 25Z Contingencies x Sub-Total: $ 54,606 /0/0 M'(4- Gvmp)etc TOTAL $273.029 * varies Page 5. 1� W f ! . -,.. f. :- � �G C -% �, .� � fir-.',;� • —'/.. _ 000, Awl J , � .�_ 79d ol _fir r -—r j r� � �� / � �o'/ • . / — —:/ T - l .. . t �'J �,_.54� ZY ntjnn Land Surveying Associates �1a 376 Wilbur Cross Highway �1 Berlin,CT 06037 ,�f' (203) 828-7886 4-4-95 PLANNING & ZONING COMMISSION TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 DEAR COMMISSIONERS: THIS IS TO CERTIFY THAT ALL MONUMENTS AND IRON PINS HAVE BEEN SET AT "THE HOMESTEAD" SUBDIVISION ON SELE DRIVE AND DEMING STREET SOUTH WINDSOR. CONNECTICUT ACCORDING TO THE SOUTH WINDSOR SUBDIVISION REGULATIONS. IF THERE ARE AQY QUESTIONS PLEASE FEEL FREE TO CALL w 1� - lip 1 APR g WOndsor & AG ",' SINCERLY PETER D. FLYNN L.S. APR 6 199 , W APR - 5 -- 95 WED 8 : 4 1 P . 02 %%,;.� Lynn tand 5u.ruetjt" Associates �� '• 376 Wilbur Cros$Highway '•"`"�"M„�, Beriin.CT 06037 4-4-95 PLANNING & ZONING COMMISSION TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE, SOUTH WINDSOR* CT 06074 DEAR COMMJSSJONERS; THIS IS TO CERTIFY THAT ALL MONUMLNTS AND IRON PINS HAVE BEEN SET AT "THE HOMESTEAD" $UDDIVISION ON SELE DRIVE AND DEMING STRELT SOUTH WINDSOR, CONNECTICUT ACCORDING TO THE SOUTH WINDSOR SUBDIVISION REGULATIONS. IF THERk ARE AQY QUESTIONS PLEASE FEEL FREE, TO CALL SINCERLY PETER D. FLYNN L.S. TOWN OF SOUTH WINDSOR MEMO To: Jerry Iazzetta From: Mel Stead 'rf�lh Subject: Sele Drive Walk Through on September 24, 1996 Date: September 27, 1996 The following items will need to be addressed before acceptance: • Merestones on both sides of Sele sticks up too high for mowing. • Discharge end of culvert heading northwest into Sele Farm needs cleaning. • First set of catch basins - east side -there is a definite puddle north of the catch basin. • Just south of this pair of catch basins, there is a place where the pavement has broken up. There are large (1 1/2") aggregate and the pavement mat appears to be around 5/8" to 3/4" thick. This must be addressed before final paving. • Next set of basins near driveway of house 70, one of the ADS pipes sticks into the basin. • Catch basin near#32 also has ADS pipe sticking beyond the basin wall about 5". • At new house just south of#32 - 6 sidewalk slates are broken. • In front of#58 in cul-de-sac, someone has cemented in a basketball hoop and post. Must be removed before winter. • There is a construction trailer parked in the cul-de-sac. • Catch basin in cul-de-sac on east side has ADS pipe extending beyond the catch basin wall. • The upstream end of culvert near Deming St. has a rip rap bowl (that is quite deep ). Who owns this land? We may need this to be protected. • There are several dead trees along Deming St. Who owns them? We should have Karl look at them. They may need taking down. • Stop sign at Sele is on a non standard green U-Channel post (should be galvanized 3 lbs/ft). Also sign seems to be 24" instead of 30". • There is a new house under construction on Deming St. There is an open ditch along Deming St. except for where the driveway is placed. This area should be addressed with pipe or movable swale now before a CO is requested. MCS/gh R)EC4E c:\wpVnel\sele.memSEP W TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: OEYELOP£R: STREET: �S'e�<e_ CONTRACTOR: ` DATE: moo/Z /96 TIME: WEA HER: 6 INSP: j L WORK IN PROGRESS: f�.34e— C"b' 6R/9r- X-s--o O - i?.9FrtE Tr e--sue- /✓o c✓e �i'��rrE�1' �3 r�L L=ems «..,,r c: G'` oc.� ���`2` �ivr' �"r�"'�-.✓ 2 5ol Jib �.►4.c.e /o Be9 .�iP.�/9J� r�s��Gs/y✓Ge�= y' .oip� .�p�'iir/fit. r-a �•� /r% �.✓Gr.�6` +' b i SSiJ:'�r-a,P ,,✓mod-�.s T-� !�z� r-�6�.s�.*/�� �'.� �/rT `J6.•.'r.s�•^f of ,rvyf' >a9 �'E r-!L �s' ++® • °j/e.I'�1rlj .✓/j<G �^�ae�-/� IO�r�C'i"if✓(j /¢iI �l�i.�✓ _S�Yr®�+G.D !yC' 6'�of.,✓Ts� %/L/1 i,.-�.��1-' �fiy�sd e' ��ai✓�` J E�`.�lfd6 _.d/r� IC•i/> 1/�✓�!B-� pot e'' S�r/r�-'�J'.s' 04,0s o e--,Kla T s;0-41- ...iy 3:G= I've- 7-eee—door c~-S~�1�,s�'t� 't� so.-•r�'o.+so�-,Q I�� s�s.rB� <�,�� X ° .3-�.Qivi6 H� cS�e. IIC�ONS.L., 1I r/OTF ,ve9 a"e POopdp TOWN OF SOUTH WINDSOR MEMO To: Jerry Iazzetta From: Ron Asselin Subject: Shims Date: October 2, 1996 A recent survey of new subdivisions has prompted questions of the following observations before this year's snow removal operations. Will Cliffwood Estates, Avery Meadow and Partridge Meadow II have binder courses before this winter? If so, have contractors been instructed on proper shim installation? Will Leah Drive, (Summer Meadow), Snit Drive, and Sele Drive have finished courses by winter? Facilities have had shims removed in preparation for final course. If the developers of Farmbrook haven't intentions of paving the final course this season, the shims on Farmbrook (excluding the ones from Scott to cul-de-sac) need attention. Shims around catch basins and manholes have failed because the lack of tack coating at installation. Please note many catch basin tops and manhole frames have been damaged on these sections of Farmbrook. Shims should be physically removed and new shims installed to prevent damage to our snow removal equipment. Shims left in their present condition will not hold up another season. The shims on Fitch Meadow are in fair condition and should hold up no more than another season. If the final course is nowhere in the near future for Fitch Meadow, plan on advising the current contractor shims will have to be replaced next year. There is some minor damage to catch basin tops located there now. Please inform me 3s soon as you can so I can update snow removal operators what conditions to expect on their routes. cc: Mel Stead Scott Lappen Mike Gantick OCT 219�G '