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HomeMy WebLinkAboutResubdivision (81) TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM ly Application No: RECEIVE } Official Receipt Date: - . ..:,.. Receipt No: JUL' ,`Z$ y, Inc,Clark Realty, 'Sc�u•�C3r� APPLICANT: ��QQ ADDRESS: 658 Ellington Road, South Windsor, CT 06074-UTN Nunn � OWNER OF RECORD ON LAND RECORDS: same ADDRESS: same COMPLETE LOCATION OF PROPERTY: South of Deming, North of Town line ASSESSOR'S MAP # 28 PARCEL # 2 ZONE AA-30 NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal., Design Professionals, Inc, 165 S. Satellite Road South Windsor, CT 06074 Tel. 291-8755, Fax 291-8757 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ RSubdivision ❑ Minor ❑ Major ® Secfbo ss�R Qlt*c Hearing Required) ❑ Minor IJ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ❑ Site Plan of Development ❑ General Plan of Development ❑ Earth Filling(Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑Zoning ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commissio . Signature of Applicant Signature of Property wn r (See reverse side for additional information) r TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDMSIONS/RESUBDMSIONS APPLICANT PROJECT NAME 3 g This checklist must be signed by plan preparer(P.E/LS) dedaring that all required information is provided. Place a check mark for each item supplied. Subdivision Minor Regular I. PROJECT PLOT INFORMATION A. General Information 1. Appl. &owner name, address x x 2. Engineer&land surveyor name, address, license no. &seal x x 3. Key map at 1" = 100'scale showing location of tract with reference to surrounding properties, streets, municipal boundaries, etc_, within 500'. Key map must include: x x a. Outline of buildings. - k b. Layout of streets c. Surrounding property boundaries-Within 500 feet. d. Names of abutting property owners. e. Proposed open spaces and recreation areas_ f. Driveway cuts on abutting properties and any properties across from proposed site r Subdivision Minor Regular g. Distance to and name of nearest intersection street. 4. A schedule of.required and provided zoning district requirements including lot area, lot frontage, lot depth,yard setbacks, open space. variances granted, etc. x x 5. North arrow and scale. x x 6. Appropriate certification block. x x 7. Date of original drawing and all revisions. x x _Y, 8. Name of development. x x B. Plot plan at I" = 40'scale an standard 18"x 24'or 24" x 36"sheets with a 1/2' ruled margin containing the following data. Developments which require more than two 24" x 36" sheets may submit the plot plan at 1" _ 100' scale. x x _ 1. Metes and bounds description showing dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and central angles for all centerlines and rights-of-way, and centerline curves on streets. Monuments are-required at comers and angles of all new streets and new street lines, at all points of curvature and tangency, and at critical comers and angles of all new Town open space. Coordinates for monuments shall be in tabular form. x x _2. CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle points. No lots shall be divided on 2 sheets. x x 4. Yard setbacks dimensioned. x x 5. Easements, noting grantors, grantees and purpose. x x Subdivision Minor Regular 6. Development phasing, if proposed. x x t 7_ Names of abutting property.owners. x x _.9-8. Proposed street names (use approved list of names). x x _ 9. All open space reserved for common or public uses. x x _10. Appropriate A-2 certification & LS seals. x x H Topographic map at same scale as plot plan containing all data included on the plot plan plus the following: y _1_ All existing structures, streets, wetlands and existing watercourses, or other environmentally structs sensitive areas including ng enough data streets x beyond property boundaries to allow a wetlnds reasonable evaluation of the property's fldpin ecological relationship to surrounding areas, 100 yr. floodplain. x _X.-2. Existing and proposed contours to extend a x sufficient amount beyond subject property, to determine the effects on the property as follows (town mapping): 100' x up to 3% grade: 1'contour interval 3% grade &over, 2'contour interval _ 3. Boundary limits, nature, and extent of wooded areas, specimen trees, and other significant physical features. x x 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part(can use Town stormwater x x study). _"'/" 5. Drainage area map. * _ x 6. Drainage calculations * x WA 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary * x sewerage systems provided_ Subdivision Minor Regular �8. Proposed utility infrastructure' plans, including sanitary sewer. water, storm water management. * x L 9. Spot and finished elevations at all property comers, comers of all structures or dwellings, or proposed first floor elevations x x 10. Construction details (per standard specs.) * x 11. Road and paving cross-sections (per, standard spy). * x 12. Proposed street names. x x _X_ 13. Landscape plan and details. x x 14. Site identifications signs, traffic control signs, and directional signs. * x 15. Sight triangles at new road intersections. * x 40— 16. Sight triangles at driveway entrance x x (where there may be a question).. 17. Vehicular and_pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and general plan of development. * x III . Plans and profiles (1" = 40' horizontally and 1" = 4'vertically) showing the following: x a. Layout of streets in sections coordinated by stations with the profile. x b. Street plan showing roadways, '' drainage, and partial lot lines x 1 Subdivision Minor Regular c- Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve information x —� d. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage pipe material to be described. x e. Typical/critical Cross-sections where grading is outside street right-of-way or is at street right- of-way. x —�_ f. Where any storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to determine conditions. x g. Profiles shall show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. x 15- Traffic report(by traffic engineer) i�Ev�ov�jly 16. Open space site improvement plan. � ,�as �, * x 17. Architectural elevations/information per Sect. 4.20 of the zoning regulations * - if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. Plan4PrajrPE/ Date 943 June 18, 1998 PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula FROM: Marcia A. Banach, AICP, Director of Planning The Plan;}ng & Engineering Departments have received plans for the following project: �q9- 5� �, ' I �s a Esc Location: ❑ Site Plan C�Subdiv # Acres Zone - a ❑ Industrial ❑ Commercial P(Residential # Lots/Units Water: 7 Public ❑ Private Well Sewerage: 7 Public ❑ Septic system(s) Project Description: « new koyse )p--s Future Town-owned property involved? l Yes d No JS( new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment by (feel free to use this form); return to Planning Department. Thank you. ll'7' C . f`�pl 11Ep/pA, � C' T" CAPITOL REGION COUNCIL OF GOVERNMENTS 221 MAIN STREET • HARTFORD, CONNECTICUT 06106 c TEL (860) 522-2217 FAX (860) 724-1274 crco� n Sandra Klebanoff,Chairman P O# Richard I.Forth,Executive Director O Oyu • A�'MEMTti December 30, 1996 PLANNING AND ZONING COMMISSION REPORT ON ZONING REFERRAL TOWN OF SOUTH WINDSOR 96/136 COMMISSIONERS: Receipt is acknowledged of the above-mentioned referral. Notice of this proposal was transmitted to the Planning Division of the Capitol Region Council of Governments under the provisions of Section 8-3(b)of the Connecticut General Statutes, as amended. This referral involves proposed subdivision for Deming Hills Estates containing 105 acres being subdivided into 97 lots. This will include or abut land in the Town of Manchester. Comments: The staff of the Regional Planning Commission of the Capitol Region Council of Governments has reviewed this referral and finds no apparent conflict with regional plans and policies or the concerns of neighboring towns. Questions concerning this referral should be directed to Carol Szymanski. In accordance with our procedures this letter will constitute final CRCOG action on this referral. The public hearing date is scheduled for January 14, 1997. DISTRIBUTION: Planner: South Windsor,Hartford, Windsor, Respectfully submitted, East Windsor,Ellington,Vernon, Robert Jurasin, Chairman Manchester,East Hartford Daisy Chavez, Vice Chairman Regional Planning Commission Carmen Torres-Collazo Clearinghouse Representative A VOLUNTARY COUNCIL of GOVERNMENTS FORMED to INITIATE and IMPLEMENT REGIONAL PROGRAMS of BENEFIT to the TOWNS and the REGION Andover • Avon Bloomfield • Bolton • Canton East Granby • East Hartford • East Windsor • Ellington • Enfield Farmington Glastonbury Granby Hartford Hebron Manchester • Marlborough • Newington • Rocky Hill • Simsbury Somers South Windsor Suffield Tolland Vernon • West Hartford • Wethersfield • Windsor • Windsor Locks is STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOX 317546 commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 Phone: g60)594-3020 April 11, 1997 Mr. James G. Bubaris, P.E. Principal Bubaris Traffic Associates, Inc. 270 Amity Road Woodbridge, CT 06525 Dear Mr. Bubaris: Subject: Town of South Windsor Deming Hill Estates Certificate Determination The Division of Traffic Engineering has completed its review of your March 12, 1997 submission. The conclusions of the investigation revealed that the site-generated traffic will not significantly impact the State highway system in the area. Therefore, a certificate will not be required pursuant to Section 14-311 of the General Statutes. Very truly yours, 4 Richard J. Howard, P.E. Executive Director cc: Agent Richard Bond -Mr. John R. Collins Mr. Jean Marc Jacques An Equal Opportunity Employer Printed on recycled or recovered paper .�� A Seismic Concern • Seismic/Blast Monitoring • Pre-Blast/Construction Surveys •Complaint Investigations Blasting Plan/Pre Blast Procedures for Ravizza Brothers, Inc. Partridge Meadow II & Dung Hill Estates Revised Plan Submitted by Stephen W. Sibley Geologic Consultant August 1 S, 1997 Revised: Novenber 30 J998 20 Hall Road, Ellington, CT 06029. 203-875-4773 Beeper 1-800-352-4731 Ext.07739 Subject:Proposed Pre-blast survey procedure and blast plan to be implemented by RaW=a Brothers Inc for residential developments. Pre-blast Survey Procedure: Cumulative guidelines as published in U.S. Bureau of Mines Bulletin 8507. 1. Establish blast plan and determine estimated pounds per delay. Determine effect radius via scaled distance guideline of 50, or 250'(site specific). Scaled distance is equal to the actual distance of a structure from the blast site divided by the square root of the charge. 2. Inspect interior and exterior of structures within this radius Record via notes an"r photographs overall structural condition. This also serves to inform homeowners of what to expect, and to explain the blasting procedure. 3. Seismic monitoring via a three-axis, continuous waveform digitizing seismograph at the nearest structure, sanitary sewer main, and storm main. Evaluation of seismograms by independent seismic consultant, acceptable to Town Engineer, to ensure compliance with USBM8507. 4. At the Town Engineer's request, prior to installation of pavement binder course, all house utility laterals shall be required to be extended a minimum of 25'into respective lots, where blasting is required for such installation. Blasting Procedure: Mass excavation:Drill 3"diameter holes to required grade, with allowance for subrilling.Actual depth and pattern will be site specific.Load production column with charge and utilize 318 stone for stemming to contain gas pulse. Trench excavation:Drill 3"diameter holes to required grade, utilizing standard staggered pattern.Load column with charge and utilize 3/8 stone for stemming to contain gas pulse. Explosive Description: 2"x16"Cartridge Gelatin Dynamite, 40106160016 strength. Ammonium nitrate fuel oil mixture.Electric detonators. Manufactured by Dyno Nobel Inc.Material safety data sheets on file. Safety procedures: }, • Inform personnel of blasting within influence perimeter. • Air whistles will sound immediately prior to each detonation;three interval whistle sequence. • When sufficient overburden is not present, utilize steel cable blasting mats with insulation provided by . rubber tires. This will minimize potential material transgressing work site. • Post perimeter warning signs for prohibition of mobile transmitter operation within 300'of site. • All storage, transportation and use of explosives in accordance with existing state and federal statutes Permitting and communication in conjunction with Town Fire Marshall. Revised Blasting plan submitted 8-I5-97 Diagrams SboaiagTypieai Loading of Prodactim Cohan Fiii-L STEMMING TO CONTAIN GAS PULSE(3/9 stone) BIDROCK ELATINE DYNAMTTE W1.STRENGTH / ANFO(dry motion) EMULSION(wet con(ition) r A Se�s�nic • SeismW%M Monitoring• Pre-Blast/Construction Surveys•Complaint Investigations Stephen W. Sibley F.& : Tk vw"nitr of canSectic,t. Storrs Cr. Bacbdar of Science Studies,Geology.September 1991 -May 1995 BGS PMVM in Blasting Geology and Seismology. September 1996 Aldlf'or Areas of.Studv.Engineering Geology,Shuctural Geology, Historical Geology,Sediment and Stratigmphy,Dderminanve Alineralogy,CrystallograPhY,Marine Geology,Geomorphology, USGS Field Geology School. Related.-Analytical Chemistry.Natural Rescuers Management,Soils. Work EVM*xz'-: A.k1ok c4acer n 20 Hall Road,Ellington CT. BbstinE and constnuction related vibration consulting_ C urrcndY providing geotechnicai support for site investigation,and scat Of vibration for Blakeslee Arpsa Chapman Project for impwvemeuts bo the Bargh larm located on the Mianus Reservoir in Smmford,Ct.(O'Brien and Gene Engineers.A]Blasting.)Recent installation of.water tanks,roadway, and pump station for Connecticut Water Company,(in conjunction with Ravizza Bros..Mather Corporation,Wood Construction)sith surveys and Mon1toring provided on and for proximal structures,ranging from historical residences to existing water and filtration tanks.Other projects,prelpost eoni wdon survey with associated Oragage(crack monitoring)application, for sheeting installation pro.Idmal to City of Middldown Public Works Facilities,for George A.Tonmsao Construction- Numerous surveys and MOnitoring performed for Rav izza Brothers Drilling and Blasting,with a varidy of special considerations,including stringent vibration constraints for bhoting near mainframe computers. Preseat Ravi=l cud&ers D and Bleating 28 LAwd Dove,Berlin CT. Awistant Director of Blasting Services. All agxxts of blasting,including development of blasting Plans,estimating,vibration monitoring,and prepost blast ooastn WOrl surveys.Tasks include Safety Director,orplos v-e use and PM per handling training for crnpioyees,and inventory management. »�.tm A Seismic Cancer • Seismic/Blest Monftring •Pre-B1ast/Construction Surveys•Compinint Investigations Dvno New 1Bauland 49 West Stroct,Middlefield,Cr. Blasting Assistant. Hands on experience in blasting in a large 9wry environment. Experienced in manufacturing of aamionia niovic fuel oil Wasting agent. n�-�w lm.l�za�s United Starts Nr1vy Elechunic Warfare Technician. All aspects of the ma of the caclromagneiic spmtrum in a combat environment,and technical t ppoct Are=of operation include Northern Europe and Asia,the Mcditerranew and the Persian Gulf Conflict. Held rank of First Class Petty Officer(Sorface Warfare Qualified) upon honorable discharge- Veteran of a Foreign War. De ember 19wMay 199r ftanlrad ox: latersado p!Sg jW of RIDNve EaaineeM Board of Dhyctom Affdiadons Connecticut Valley Chapter_ Member,Board of Directors,ConncalM Valley anpkr. Chair of Technical Committee. Responsible for presenting and inter r+edng tecbnicW aspects and advances in regard to blasting and associated peripharals. Geoh is Smk"of America Member since 1992 Profisriarrcl Raviva Brothtm Vdflint mid Blastint References: Alvin Raviaa,Vice President The fs me A.Tomasaa CMraction Corwndion Chuck Downie, Pmjocts Supervisor Connecticut Waster Cootnaug Craig Patla,P.E.,Field Engineer 20 Hell Road. Ellington,CT 06029•MU754773 • beeper 1-80p.3524731 Ext.07739 Deming Hill Estates Abutters Sections 3A & 3B 7/19/99 Map# Lot# Name Town of South Windsor 18 4 Newkirk Associates, LLC 231 Central Avenue, White Plains, N.Y. 10606 18 5 Newkirk Associates, LLC 231 Central Avenue, White Plains, N.Y. 10606 27 6 Helmar& Beverley G. Wolf, 99 Ridge Road, South Windsor, CT 06074 27 7 Clark Realty, Inc. 658 Ellington Road, South Windsor, CT 06074 27 8 Earl A. & Barbara H. Reichle, 247 Abbe Road, South Windsor 06074 27 9 William J. Krawski, 130 Buckland Road, South Windsor, CT 06074 28 4 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 5 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 6 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 7 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 8 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 9 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 10 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 11 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 28 12 Allan D. Thomas, 945 Main Street, Manchester, CT 06040 39 47 Margaret W. Burgess, 457 Cricket Circle, Vernon, CT 06066 39 48 Lawrence W. Burgess, 373 Deming Street, South Windsor, CT 06074 Town of Manchester 51 465 Avalon Properties, Inc. (465 Buckland Hills Drive), 5904 Richmond Hwy, South Alexandria, VA 22303 51 429 V Manchester Land Conservation (429 Buckland Hills Drive), 20 Hartford Road, Manchester, CT 06040 51 345 Avalon Properties, Inc. (465 Buckland Hills Drive), 5904 Richmond Hwy, South Alexandria, VA 22303 143 209 V Town of Manchester, (209 Buckland Hills Drive), 41 Center Street, Manchester, CT 06040 143 345 Avalon Properties, Inc. (465 Buckland Hills Drive), 5904 Richmond Hwy, South Alexandria, VA 22303 4�wN "4 O ' y' � 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 '�OsoR.Co � AREA CODE 8 6 0/6 44-2 5 1 1 FAX 860/644-3781 July 27, 1999 Mr. Jacques JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 At the Planning and Zoning meetings held on July 13 and 20 a very uncomfortable situation arose. Mr. Joseph Tracey came before the commission because you altered the driveway and the catchbasin grates at 101 Cardinal Way without an approved change order. It was awkward for Mr. Tracey because he relied on you to do the right thing only to find out that he was being denied a certificate of occupancy because you did work which was not approved on Mr. Tracey's plan. The Planning and Zoning Commission felt compassion for the family and given the situation that this individual site would not have the same problems occurring at similar grates, we approved the change. Be aware that this will not always be the case. If you decide to alter any plans in the future, come to the Planning Department before this work is done or you may have to reinstate the property to its approved plan. Sincerely, Sue W. Larsen, Chairperson Planning & Zoning Commission SWL/dlw r y July 13, 1999 Town of South Windsor Planning&Zoning Commission We write to you today in the hopes of resolving an issue important to all of us. We were notified on June 30`h of a delay in obtaining a Certificate of Occupancy for our new house at 101 Cardinal Way, South Windsor. The driveway of our new house was originally proposed as a single opening into a triple. Our builder, JMJ installed the new driveway as a double opening into a triple. In doing so a sewer grate was changed in order to accommodate access. Unfortunately, the appropriate approvals were not requested and therefore caused the delay. Our builder,JMJ provided you with a letter stating he would change it back to the original proposal and we provided a letter stating that we would allow him to make this change to our property. The Certificate of Occupancy was granted. At this time we are requesting that you grant us approval to maintain our driveway entrance in its current design. We are a family of four with 3 licensed drivers. We also have an approved in- law apartment accommodating two additional drivers. My husband works for Northeast Utilities and has required on-calls several times a year when he must have his company vehicle on premises. This is a total of 6 vehicles at varying times simply within our family. Having only lived in our new residence for approximately 1 week, we cannot imagine the parking dilemma and rearranging of vehicles we would have to go through with a single entrance. We are not yet familiar with all of South Windsor's zoning regulations,buefromgtown where vehicles in certain residential areas were not permitted overnight parking on the road, changing our driveway would leave us no choice at certain times. This is our first"new home" and we have found the JMJ Family to be wonderful to work with. He accommodated our needs and beautified our home and neighborhood by making this change. As you can see by the photos provided to you this evening, several homes in our new neighborhood have double driveways and several streets throughout the town as well as Town Hall have flat sewer grates. Thank you for considering this matter. Sincerely, Dan &Cindy Hadden & Joseph &Elizabeth Tracey 101 Cardinal Way South Windsor MEMORANDUM TO: Marcia A. Banach, Director of Pla ing FROM: Jerry C. Iazzetta, Town Engineer Date: August 4, 1999 Re: Deming Hill Estates Section III 99- We have reviewed the drawings dated 7-22-99 and the drainage analysis received 8-4-99 for the proposed Deming Hill Estates Subdivision Section III and have the following comments: Drainage Analysis 1. Width of flow at CB59 is not acceptable Sheet 4 & 5 1. Iron pins are required at all corners of the property. Sheet 6 & 7 1. If the road is to be built in 2 phases, a temporary cul-de-sac must be shown and monumented. Sheets 8 to 11 1. The legend shows the water laterals and footing drain outlets as being described differently than as shown on these plans. These lines as shown on the plans, are difficult to identify. Sheet 8 1. A drainage easement will be required across lot 82 for the storm pipes from CB47 to CB42 so that the Town will have a minimum of 10 feet from the centerline of the pipes. The other option would be to provide an additional catch basin. 2. The top of frame elevation for CB45 is shown lower than the pipe inverts. Sheet 9 1. An easement is required on lot 77 for the pipe between CB54 and C1355. 2. Lot 86 a. Invert needed at house for the sanitary lateral. b. Drawing indicates another structure on this lot but does not indicate what it is or if it is to be removed. i Sheet 10 & 11 1. Sanitary main should be identified on plan view as to size, length, type, slope. Sheet 10 1. Plan is identified as "Gilmore Lane". This should read Gilbert Lane. 2. Vertical curve with PVI at station 34 + 20.02 should be a 200 foot curve. Sheet 11 1. A conflict between the storm pipe at station 28 + 00 and the sanitary main is shown on the profile. Sheet 15 1. Detail for manhole is not the Town Standard. The proposal for Section III of the Deming Hill Estates is shown as section 3a and 3b. It is recommended that Gilbert Lane in this area not be broken into two separate pieces. This road already exists in two separate locations in this subdivision. If this phasing is approved, Gilbert Lane will not be a continuous roadway until phase 3b is complete. JCl/sfg S:\ENGINEER\Prof.-P&z Wetland Applications\Deming Hill\Review Aug 4.doc September 7, 1999 Certified #P462498022 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Clark Realty, Inc. Dear Madam/Sir: At the September 1, 1999 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #99-52P - Clark Realty, Inc. - IWA/CC conservation permit for the construction of an 18- lot subdivision to be known as Deming Hill Estates, sections 3a & 3b on property located on the westerly side of Slater Road, southerly of Deming Street, A-30 zone (Assessor's Map #28, parcel 2). This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on September 1, 2004. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Clark Realty, Inc. September 7, 1999 Page 2 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. A bond in the amount of$500.00 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. The stockpile located on lot #89 to be moved to the boundary of lots 90 and 91. 8. Notation to be placed on deeds for lot #'s 86, 87, 90, 91, 96 and 97 explaining that there are regulated areas on each property. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Philip Forzley, Vice Chairperson PF:dr cc: Chief Building Official Planning & Zoning Commission Town Engineer Clark Realty, Inc. South • • Planning Department Memo To: Barry Guliano,Town Attorney From: Marcia A. Banach,AICP, Director of Planning Date: 09/09/99 Cc: Matt Galligan,Town Manager Re: Status of Ridge Road Once again, the question of the status of Ridge Road is being raised in connection with two pending applications: Deming Hill Estates subdivision and Northern Hills (Target store) application. The issue has been raised in the past by William Krawski and his attorney (see attached previous correspondence); and was raised to me over the phone by Earl Reichle yesterday with regard to the Target site plan application.All of these parties are insisting that it is a public street. At this time I do not have an acceptable answer for them regarding whether Ridge Road is a bona fide public street or not. Can you provide me with an answer that I can pass along to them? Planning &Zoning has a public hearing on September 28 for Deming Hill Estates, and on October 12 for Target.This issue will no doubt be raised at both public hearings. Thanks for your assistance! V 0 Page 1 1540 Sullivan Avenue,South Windsor,CT 06074 860-644-2511,ext.253 uNg4tPI 4� h*tf�w� DEMING HILL ESTATES Phase III OPEN SPACE SUBDIVISION PH 9-28-99 1. Application for approval of Phase 3 to create 18 lots in the Deming Hill Estates open space subdivision the southerly side of Deming Street, westerly of Slater Street, AA-30 zone. Phases I, II, IV & V, consisting of 55 lots were previously approved by this Commission and are under r 3� construction. Phase 3 abuts the property owned by Manchester I-84 Y„� Associates in the vicinity of the proposed Target store, and abuts the �' Manchester town line in the area of the apartments across from the 1-3 Buckland mall. The overall site size is 105 acres. 2. Minimum lot size required in the open space subdivision is 25,000 sf; minimum lot size provided in Phase 3 is just over 25,000 sq ft, the largest is just under two acres. The larger lots abut the commercial tNm property and the Town line. The applicant is providing an average of over 32,000 sf within the overall subdivision. All lots in Phase 3 appear to conform to our regulations. 3. There is a 50-foot buffer requirement along the boundaries with Gateway-zoned properties. Buffers are required on both sides of the zone line to ensure that there is an adequate buffer between incompatible land uses. The tree line along the back of lots 96 & 97 is thick but the trees are primarily young deciduous trees, and the winter buffer could potentially be thin. There is also a previously- constructed berm along the back of lots 91-94. There could be gap in buffer coverage on Lot 95. There is a row of pine trees plus understory plantings proposed on the Target site; and much of the store would actually be below grade, but there is a section of the proposed store above-grade. The required f1 buffer cross-sections need to be provided; they should address winter cover and the gap on Lot 95. 4. As part of the Phase I subdivision approval, the applicant will be widening Deming Street 15' feet from center line for the length of the subdivision frontage, in accordance with the requirements of the subdivision regulations. o Under the Phase I approval, the widening is deferred until the remaining phases are constructed. 5. The open space requirement for the whole subdivision is either 10 acres or an amount of land equivalent to the average lot reduction percentage, whichever is more. In this case, since the average lot size is larger than the required minimum, a total of 10 acres was required; 23.5 acres to be provided. There is a previously-approved open space improvement plan that includes a path constructed around the perimeter of the pond. The applicant has an agreement with the South Windsor Land Trust to accept ownership of this open space land once the subdivision is completed and the open space improvements have been made. 6. There are regulated wetlands on the property. IWA/CC previously approved this application. 7. The site is serviced by public water coming from Ridge Road. The site will also be serviced by public sewers flowing into Manchester's sewer system. WPCA approval is required. The Town of Manchester has already approved the sewerage plans. 8. Sidewalks are shown on both sides of the street as previously requested by Sgt. Tom Field of the Police Dept. 9. State Traffic Commission previously made a determination that there is no STC certificate required for this subdivision. 10.The Planning Department notified CRCOG as required under state statutes-for the initial application. CRCOG reviewed the entire subdivision at that time and submitted the following report *"READ CRCOG MEMO*** If this application is approved, Planning Dept. staff request the following additional modifications: ♦ Required buffer cross-sections ♦ Consistency of abutters names among maps (most current should be used on all maps) DESIGN PROFESSIONALS INC. RECEIVED civil engineers . planners • surveyors • gis Art a 19"1 LETTER OF TRANSMITTAL SCII� t. fka _� u -Pr. TO: Marcia Banach, Director of Planning DATE: 10/8/99 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 --------------------------- ------ RE: Deming.HIII_Estates DPI PROJ. NO.:90-514 ___ Sections 3A&3B WE ARE SENDING YOU: ❑for your use ❑ at your request ®for your approval ❑for your files ❑for review and comment ❑ other THE FOLLOWING: Submitting for review: Seven (7) sets of revised plans for Deming Hill Estate Sections 3A&3B for the continued hearing on October 12th. The following revisions have been made consistent with the Town Engineer's comments dated August 4th, 1999. (This supplements our 9/9/99 revisions.) Added berm easement, temporary cul-de-sac between Section A& B, added berm extension, added berm, plantings&cross sections to • landscape plan. The division of Section 3 into Sections A&B are for bonding purposes only and the temporary cul- de-sac will most likely not be built. All references to superceded street names have been removed. We've continued to confer w/Target Representatives concerning buffering on their property, the nature of which will be reported at the hearing. Please advise as to whether or not the two outstanding legal issues regarding Ridge Rd. Extention &Section 6 regulations have been resolved. DESIGN PROFESSIONALS, INC. wren Ishe ood Project Engineer 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860) 291-8757 1 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer Date: October 25, 1999 Re: Deming Hill Estates Section III 99-52P We have reviewed the revised drawings dated 10-8-99 and the drainage analysis received 8-4-99 for the proposed Deming Hill Estates Subdivision Section III and have the following comments: Dra' a Analysis Width of flow at CB59 is not acceptable -7155�, Sheet 6 1. Drainage easement across lot 82 and 77 should be fully identified with bearings and distances. Sheet 8 1. A drainage easement will be required across lot 82 for the storm pipes from CB44 to CB42 so that the Town will have a minimum of 10 feet from the centerline of the pipes. The other option would be to provide an additional catch basin. Easements must be identified with bearings and distances. 2. Drainage easement on lot 82 and lot 77 should be identified with note"'Drainage Easement". The proposal for Section III of the Deming Hill Estates is shown as section 3a and 3b. It is recommended that Gilbert Lane in this area not be broken into two separate pieces. This road already exists in two separate locations in this subdivision. If this phasing is approved, Gilbert Lane will not be a continuous roadway until phase 3b is complete. 0,t� 6,4- JCl/sfg S:\ENGINEER\Proj.-P&z wetland Applications\Deming Hill\Review Oct 25doc MEMORANDUM TO: South Windsor Planning & Zoning Commission FROM: Barry D. Guliano, Town Attorney RE: Status of Ridge Road Date: October 26, 1999 Over the past two years, questions have been raised as to the status of Ridge Road beyond its currently paved portion,_ as that issue impacted upon two pending zoning applications: Deming Hill Estates subdivision and Northern Hills (Target Stores) application. Although I have provided my opinion verbally in the past, I am submitting this legal written opinion in response to your requests. I have conducted a detailed factual and legal investigation of this issue, but I must caution the Commission that neither the Town nor the Commission are the proper forums for boundary disputes. I have attempted to focus most of my attention on the issue of whether Ridge Road is currently a public road, since this is an issue which the Town can properly be requested to address. Many side issues have been raised by abutting landowners and others, however, which are not properly determined by the Town or this Commission. These issues amount to private boundary disputes or private property disputes among neighbors. The law in this area is very fact-oriented, rather than being driven by the law. That is, the courts review all of the hundreds of specific factors in a particular case in resolving such disputes. Clearly, the Town has neither the resources nor the jurisdiction to engage in such a practice. While I have attempted to respond to some of these issues, I.wish to make it clear in this opinion that the Town is in no way guaranteeing the property rights of one landowner over another, nor is the Town participating in any slander of alleged title against particular landowners. I am simply stating a legal opinion based upon my review of the facts and law, which the parties are able to have more formally determined by having their own attorneys review the situation or proceed in a court to have any property issues more thoroughly decided. Based upon the above, I would recommend that any approval by the Commission be conditioned upon the Town's reliance upon representations by the applicant that they own the property involved in the application and that they will not interfere with the property rights of others by using their property as they propose in the application. 2 LEGAL OPINION For the convenience of Commission members, I will begin by stating my opinion in this section, followed by sections describing the basis for my opinion. In rendering this opinion, I have relied upon my legal research of relevant case law and statutes, as well as the following: the prior research and opinions of previous Town Counsel, a review of the land records in Windsor and South Windsor, a review of maps and surveys in Windsor and South Windsor and research at the Windsor Historical Society. I have also walked the property on several occasions and spoken with some of the abutting landowners. Though I have found no evidence of a dedication or a formal acceptance of Ridge Road by the Town, it is my opinion that it was probably a public road beyond its currently paved portion. The Town had no title to the roadway, but the public probably had an easement to pass over the roadway. While the road was a public road, it is difficult to establish, from the conflicting evidence of maps and deeds, the precise location of the roadway and where it ended. I am, therefore, unable to render an opinion as to the precise location or extent of this former public roadway. 3 I was unable to find any evidence of a formal discontinuance of,the road by the Town. In my opinion, however, the roadway beyond the current paved portion has been abandoned, meaning that the public no longer has an easement to pass over that portion of the old roadway. An issue has been raised as to whether abutting property owners retain the right to pass over the abandoned roadway. An argument can be made that abutting landowners have no such right unless their property has no other access to a public road, in light of the purpose of the statute allowing such access. A court could, however, rule that the abutters are entitled to pass over the abandoned roadway, pursuant to statute, but they must first establish that they abut a roadway which was formerly a public road that has been abandoned. As noted above, it is difficult from the conflicting evidence to establish the exact location of the roadway and where it ended. While I am, therefore, not able to state definitively whether the abutting landowners in the present case have a right to pass over the abandoned roadway, I must reiterate that it is not the Town's function to determine this issue for the applicant or abutting landowners. Any approval by the Commission should be conditioned as noted above, requiring the applicants to make this determination through their own private legal counsel or by 4 having a court determine the issue. Similarly, any abutting landowner has the right to have this issue determined more thoroughly and more appropriately by a court, either by appealing any decision by the Commission or bringing an action in court. I will now provide you with the background for the opinions stated above. BACKGROUND L Is Ridge Road currently, or was it ever, a public roadway? For the Town to acquire title to a roadway, there must be a deed and a formal acceptance of the property by the Town. There is no evidence of any such formal proceeding with respect to Ridge Road. I was also unable to locate any evidence of a "laying out" of roads in the old land records in Windsor. I specifically checked the rather vague and general reference in the subdivision map by Pudeler Engineering on behalf of William J. Krawski, but was unable to locate any reference to a road located where Ridge road is currently located. It is my opinion, therefore, that the Town never acquired title to Ridge Road. There are means by which a public easement may be acquired, which would allow the public to-use the roadway for public purposes, without actually acquiring title to the land. In order to establish the existence of a public easement, there must be a dedication 5 of the land by the owner of it and an acceptance of the dedicated land b p y the Town or by the general public. A & H Corporation v. Bridgeport, 180 Conn. 435, 439 (1980). A dedication is an appropriation of land to some public use made by the owner of the property. Whippoorwill Crest Co. V. Stratford, 145 Conn. 268, 271 (1958). Whether there has been a dedication and whether there has been an acceptance are questions of fact. DiCioccio v. Wethersfield, 146 Conn. 474, 479 (1959). An acceptance may be express, pursuant to formal proceedings, or implied. Meder v..Milford, 190_ Conn. 72, 75 (1983); A & H Corporation v. Bridgeport, supra. A valid acceptance of a dedication can only be made by the Town or the proper municipal authorities or by the general public. Meder v. Milford, supra, 74. In order to find an acceptance by the general public through actual use, "[t]he use to which the public puts the subject property must continue over a significant period of time... and be of such a character as to justify a conclusion that the way is 'of common convenience and necessity."' Meshberg v. Bridgeport City Trust Co., 180 Conn. 274, 282 (1980). The actual use, however, "need not necessarily be constant or by large numbers of the public..." Id. 6 Applying the legal principles outlined above to the present situation, there are numerous factors that tend to establish that a public easement over Ridge Road existed. First, there are old maps which show the roadway continuing from its current paved cul- de-sac to the Manchester Town line. One historical map from the Atlas of Hartford City and County, published by Baker & Tilden in 1969 depicts a roadway continuing to the Manchester Town line. The road is not identified on the map, but it is in a location which coincides with the current Ridge Road. This map also depicts a roadway traveling from Ridge Road westerly to Buckland Road. These two roadways also appear on the Town assessor's map of 1946 and on several maps subsequently prepared by the Town which relied upon the assessor's map. The assessor's map, however, depicts a break in the roadway which is not shown on any other maps and is puzzling. Several more recent maps and surveys filed with the Town Clerk's office since the 1940's depict Ridge Road as ending at or near the end of the paved portion of the roadway, so there are contradictions in the evidence as to the precise extent and location of the roadway. A review of deeds to property in the area of Ridge Road further demonstrates the existence of a public highway. Several of the deeds, at least those from the 1800's, describe highways at both the east and west boundaries of the property. This would 7 4 arguably coincide with Buckland Road and the old Ridge Road. I was not able to find any such references in more recent deeds, although I did not search the title of every property. Another significant factor is the evidence that Ridge Road was used by residents at least prior to the 1938 hurricane which allegedly washed out portions of the roadway. This evidence is contained in the opinion of former Town Attorney Ralph Alexander dated December 13, 1994 in which he outlines discussions between Town staff and Town residents. There also was physical evidence which I observed during my view of the property which would tend to show that there were at least segments of a public roadway in the general area. Further evidence was obtained through my conversations with abutting property owners. The existence of the maps, the references in older deeds, my viewing of the property and discussions with abutting landowners and evidence of use by residents, at least prior to 1938, are all factors which I believe would lead a Court to find that a public easement over Ridge Road beyond the paved portion existed. It is not clear from this evidence whether that easement extends to the Manchester Town line or travels in a westerly direction to Buckland Road or both or neither. The determination of the extent to 8 which there has been an acceptance of a street involves a question of fact. See Russo v. Seleit, 98 Conn. 398, 405. Inasmuch as it is my opinion that the public easement has been abandoned, it is not essential for purposes of the Commission's consideration of the subject applications that this location be conclusively established. ll. Has the public easement in Ridge Road been abandoned? A highway may be extinguished by direct action from governmental agencies, in which case it is said to be discontinued; or by nonuser by the public for a long period of time with the intention to abandon, in which case it is said to be abandoned. Greist v. Amrhyn, 80 Conn. 280, 285 (1907). The length of time during which such nonuser must continue on the part of the public, before the highway can be presumed to be abandoned has not been determined in this State by statute or judicial decision. Id. The courts have held, however, that "it must be a long time." Id. Abandonment in this jurisdiction is a question of fact. Richardson v. Tumbridge, 111 Conn. 90. It implies a voluntary and intentional renunciation, "but the intent may be inferred as a fact from the surrounding circumstances." New London v. Pequot Point Beach Co., 112 Conn. 340, 347 (1930), quoting form Newkirk v. Sherwood, 89 Conn. 598, 605. 9 Applying these legal principles to the current situation, no evidence of a formal discontinuance by the Town has been discovered, so it is my opinion that the roadway has not been discontinued. There is, however, significant evidence of abandonment by the public and the Town. A visual inspection of the roadway in question, together with a viewing of the numerous maps which have been recorded with the Town Clerk depicts the following: Felt Road begins as an unpaved road north of Palmer Drive. It is paved from Palmer Drive to a cul-de-sac south of Oakland Road. It then begins again several hundred feet beyond, renamed as Summit Drive, to its intersection with Deming Street. It then continues as Ridge Road beginning at Deming Street with the pavement ending at a cul- de-sac several hundred feet north of Deming Street. Beyond this point, there are some landmarks which may tend to show a dirt roadway which has not been used for many years. While some portions of the property appear to show the prospective boundaries of the roadway, other areas are completely overgrown and show no evidence of ever having been traveled. In a prior opinion by Town Attorney Ralph Alexander on December 13, 1994, he indicated that Town staff "has determined from discussions with some of our more 10 vulnerable Town residents that the road in the area stopped being used in 1938 following a washout that occurred during the great hurricane of that year." While this reference pertains specifically to the portion of Felt Road in the vicinity of Grandview Estates and Deming Street, this area is not far from the portion of Ridge Road in question. It is also significant that deeds from this century do not refer to a highway in the location of Ridge Road, even where prior deeds in a particular chain of title made such a reference. It appears that such references last appeared in the late 1800's. Surveys and maps which have been filed with the Town Clerk's office from 1947 to the present have consistently depicted Ridge Road as ending at or near its current paved terminus. Many, of these surveys and maps refer to rights-of-way which have subsequently been acquired to allow access to the current Ridge Road. These rights-of- way would not be necessary if Ridge Road were still a public roadway or if it had not been abandoned. From the foregoing, it would appear that the non-paved portion of Ridge Road has not been used by the public for a long period of time. As noted above, however, mere nonuse is not sufficient to constitute abandonment. There must be some evidence of an intent to abandon. In this regard, it is significant that the Town of South Windsor ll w prepared a map in December, 1949 showing present Town roads, which was then revised in October of 1963, and which depicts Ridge Road as ending at its current cul- de-sac. The map shows a notation that it was recommended by the Board of Selectmen, the legislative body for the Town of South Windsor during that period-of time. The map also carries the notation that it was "not officially adopted," but this may be explained by the following minutes of a Board of Selectmen meeting in 1963: Mr. Egan moved that the Town Attorney be instructed to take those steps necessary to determine the requirements for the adoption of an official map identifying the accepted town-roads in South Windsor. Mr. Keefe seconded the motion. It was a unanimous vote and so ordered. Although there is no record that the Town Attorney took steps to have the Town officially adopt the subject map, this shows a clear intent on the part of the Town that Ridge Road not proceed as a public roadway beyond its paved terminus. One abutting landowner, William J. Krawski, raised the issue that his property was being taxed for frontage on Ridge and Felt Road and that his appeal of this assessment had been denied by the Board of Tax Review in or around 1968. He has argued that this is evidence that the Town did not intend to abandon the road and has.continued to treat it as a public roadway. Mr. Krawski could provide no evidence of this appeal or the result 12 and the Town records do not go back beyond 1984 for the Board of Tax Appeals. There has been no evidence, therefore, presented to support Mr. Krawski's claim. In light of the foregoing, it is my opinion that to the extent Ridge Road has ever been a public roadway beyond its paved portion, this roadway has been intentionally abandoned by the Town and the public. Ill. Do landowners abutting any portion of Ridge Road which has been abandoned have a right-of-way over said abandoned roadway? Claims have recently been made by abutting landowners to Ridge Road that, if the public roadway has been abandoned, they are entitled to a right-of-way over the abandoned roadway. Section 13a-55 of the Connecticut General Statutes provides that "property owners bounding a highway, any portion of which has been abandoned, shall have a right-of-way over such abandoned highway to the nearest or most accessible highway." Prior to enactment of this statute, the common law provided that an abutting landowner did not have a right to access, but did have a right to damages if the abandoned roadway was the only practical access from the property to the public highway system. If it is determined that any portion of Ridge Road which was a public roadway was abandoned prior to adoption of this statute, the abutting landowner would 13 be entitled to nothing unless he or she can establish that they have no other access to the public highway system. All or virtually all of the properties in this area have access to Buckland Road or some other public highway, so they would be entitled to nothing unless the abandonment of Ridge Road occurred after the adoption of the statute. Even in this later instance, there has been a suggestion in some cases that the statute only applies if the abutting landowner's property is landlocked. See Ventres v. Farmington, 192 Conn. 663, 670 (1984). In any event, the abutting landowner would have to prove that their property bounded an abandoned highway. Given some of the discrepancies in the maps, deeds and physical evidence, it may be difficult to establish the precise location of the public roadway beyond the paved portion of Ridge Road. This is an issue, however, with which the Commission need not concern itself, as long as any approval is conditioned upon the language stated earlier in this opinion. It would then be incumbent upon the applicants and the abutting landowners to determine for themselves or to establish in court whether any rights over the abandoned highway exist. 14 Z---, 11 4- �3�/� DESIGN PROFESSIONALS.) INC. RECLI- � r civil engineers . planners • surveyors . gis DEC S 1999 FIANHIMS BUT. To: Marcia Banach,Planning Director December 3, 1999 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Deming Hill Estates DPI Project No. 90-514 Section 3 South Windsor, Connecticut On behalf of my client, Clark Realty,I hereby request a 90 day extension from the original filing date for recording the mylars in the office of the Town Clerk. Thank you. DESIGN PRO ESSIONALS, INC. By: 1/11114111 A' Peter R. DeMallie Principal cc: John Kindl,Esq. Jean Marc Jacques Karen Isherwood Robert J. Arsenault 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 .Fax: (860)291-8757 4 40y1N 0F4 y 7-own o-".e S-OtdA O ' 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 NOS R.CON AREA CODE 860/644-2511 FAX 860/644-3781 December 3, 1999 CERTIFIED MAIL Clark Realty, Inc. 658 Ellington Rd. South Windsor, CT 06074 Dear Sir or Madam: Re: Appl #99-52P, Deming Hill Estates Section III We are pleased to advise you that the Planning &. Zoning Commission voted on November 23, 1999 to approve with modifications- application #99-52P, Deming Hill Estates, Open Space Resubdivision on 105 acres to create 18 lots on property located on the southerly side of Deming St., north of the town line AA-30 zone as shown on plans prepared by Design Professionals, Inc., project #90-514, dated 10/8/99 as revised . This approval is subject to the following modifications: 1. This approval is for 18 lots, numbered 77-82 and 86-97. 2. Concrete sidewalks, built to Town specifications, shall be installed on both sides of all new streets. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. u� 4. All lots shall be serviced by the Town of South Windsor sanitarysewers stem and Y M are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. 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. 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$5,000. 10. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 11. All 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" = 40', 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. 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 it is holding. 16. A drainage assessment fee in the amount of$900 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. The Commission's approval is conditioned upon the Town's reliance upon representations made by the applicant that they own the property involved in the application and that they will not interfere with property rights of others by using their property as proposed in the application. 19. Section 6 (as shown on the conceptual subdivision plan) can be submitted under the previous open space regulations (prior to August 1, 1999) which were in effect at the time of the five previous phases. 20. Engineering comments of 10/25/99 must be addressed to the satisfaction of the Town Engineer. 21. A conservation easement on the Town's conservation easement form is required. 22. The road segment for Section 3 must be constructed as a single unit, not in two (2) phases. Black and white transparent mylars of Sheets #6 and 7with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) 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 mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by Mareh 81, ^�0. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal �4owN af, S• 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 ��tiOSOR:co� AREA CODE 860/644-2511 FAX 860/644-3781 December 16, 1999 Clark Realty, Inc. 658 Ellington Rd. South Windsor, Cr 06074 Dear Mr. Jacques: Re: Appl #99-52P, Deming Hill Estates Section III Please be advised that the Planning &Zoning Commission voted on December 14, 1999 to grant a 90-day extension for filing subdivision plans for the above-referenced subdivision in the Town Clerk's office. The original filing deadline was March 8, 2000; the new filing deadline is June 6, 2000. State statutes authorize one additional 90-day filing extension. If you wish to request an additional extension, please request in writing prior to that date. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlw cc: Peter DeMallie, Design Professionals, Inc. I� 40w M a�4 -0-U119-n 0-19 Sat"',rvl Vi s 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 R.Co AREA CODE 860/644-2511 FAX 860/644-3781 January 19, 2000 Clark Realty, Inc. 658 Ellington Rd. South Windsor, CT 06074 Dear Sir or Madam: Re: Appl #99-52P, Deming Hill Estates Section III Please be advised that the Planning and Zoning Commission voted on 1/11/00, 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 September 4, 2000. This extension is the final extension permitted under Connecticut General § 8-25. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlw cc: Peter DeMallie, Design Professionals, Inc. DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis (o To: Marcia Banach,Planning Director January 3, 2000 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Deming Hill Estates DPI Project No. 90-514 Section 3 South Windsor, Connecticut On behalf of my client, Clark Realty, I hereby request a second 90 day extension from the original filing date for recording the mylars in the office of the Town Clerk. Thank you. \ , DESIGN PROF SSIONALS, INC. Vt By: Peter R. DeMallie Principal cc: John Kindl,Esq. Jean Marc Jacques Karen Isherwood Robert J. Arsenault 165 South Satellite Road, South Windsor, Connecticut 06074 TeL (860)291-8755 .Fax: (860)291-8757 MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, Town Engineer Date: January 26, 2000 Re: Deming Hill Estates Section III 99-52P We have reviewed the "final plans"dated January 18, 2000 and revised gutter flow analysis for the Deming Hill Estates Section III Subdivision and have the following comments: 1. Catch basins 53 and 56 should be type II double not type I. 2. A new catch basin should be placed opposite catch basin 54 to reduce the gutter flow rather than using a double catch basin at CB56. 3. Sheets 10 and 11 should show the storm drainage easements on lots 87, 86, 82 and 77, the sanitary sewer easements on lots 88 and 89 and the gravel access roads. JCl/sfg S:\ENGINEER\Prof.-P&z Wetland Applications\Deming Hill\Review Jan 26.doc w PLANT LIST w 0 Symbol Botanical Name Common Name Size Quantity $each Total AGM Acer saccharuw`Green Mountain' `Green Mountain' Sugar Maple 2 V2'—3"cal. 40 450 18,000 z MS Malus`Snowdrift' 'Snowdrift' Crabapple 1 VV-2"cal. 1 230 23i1 PP Picea pungens `glauca' Blue Spruce 5'-6'heig4t 17 230 3910 PS Pinus strobus Eastern White Pine 5'-6'ht. 32 160 5120 VP Viburnum plicatum;Shasta' `Shasta'Viburnum 2 Y2'-3' ht. 16 65 1040 TOTAL $28,300 0 y ih h7 O m w b H 1--1 O j 03/13/00 MON 11:03 FAX 1860 674 2693 PLANIMEMICS lao01 FAX Date 3 Isidn [ Number of pages including cover sheet TO: FROM: ` Plani ' s 136 Simsbyy Road Avon CT 06001 Phone Fax Phone Phone 860-677-5267 Fax Phone 860-674-2693 REMARKS: CI Urgent OlFor your review ❑ Reply ASAP ❑ Please Comment \&k �L L7 tf VLo�s PLANNING DEPARTMENT TRANSAHTTAL DATE: -1/16 f a,) TO: �cnnM�cc 1.� ti WE ARE SENDING YOU: O PZC initial plans O Drainage computations O PZC revised plans Bond estimate request O PZC Final plans for review O Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans O Other NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT THESE ITEMS ARE TRANSMITTED: iR;(For review and comment - O For your files C] For your use O As requested O Other PLEASE RETURN/COMMENT BY:. C01044 �L UL ,D00 ,1n1(J,W"oq or,* ?4W0 ti Copy to: From: c, Planning Department- 10/98 5 -TroN 3-3 PROJECT: 76-5 l d 25+fD OWN OF SOUTH WINDSOR - STREETX f LOU-1Li}I C433+66)BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGlNEE1�: DATE: Bond Bond Reduction Reduction ltt<ol Description lht QuantityUna Si . 1 N t Noo.2 1. Clearing&Grubbing LS 1 250.00 2. Strip&Stockpile Topsoil ICY 79-7 2.00 1,57 , Earth Excavation (Excluding Roadway& 3. Trench) CY 2,330 10.00 23 3oa 4. Roadway Excavation CY 2.50 12.00 27 q00,p0 5. Earth Trench Exc.0-4 CY Z53 10.00 Z 53a00 6. Earth Trench Exc. 0-10 CY 810 12.00 9 790.d0 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc. (Rock) CY 50..00 10. Rock Trench Exc.0-4 CY 50.00 S S50• 11. Rock Trench Exc. 0-10 CY 107 75.00 OZS,00 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY -150.00, 14. Formation of Subgrade SY Z'grJS 1.50 8L 50 15. Subbase Gravel CY 40 20.00 18a co 16. Processed Aggregate TONS '7 I S 18.00 IZ 810,by 17. Common Borrow CY 10.00 18. Gravel Borrow. CY 15.00 I• Bit. Concrete 19. (Class 1) TONS 2-IS 50.00 M 1SQon 1,5 Bit.Concrete 20. (Class II) TONS 55.00 1 $Z$ Co *varies Sub-Total$ Page 1 of 6 Bond Bond Reduction Reduction hem Descri tion 11aft Quantity Unit Price cog No. 1 No-2 21. 6"Asphalt Lip Curbing LF - 1,500. 3.00 sco, Cc 22. Road Widening Complete Sy 50.00 . 23. Conc Sidewalk 4'Wide ILF 30.00 50. Lld STORM DRAINAGE SYSTEM COMPONENTS 24. 60"RCP Class IV In Place LF 130.00 25. 54"RCP Class IV In Place LF 100.00 26. 48"RCP Class IV In Place LF 75.00 27. 42"RCP Class 1V In Place LF 65.00 28. 36"RCP Class IV In Place LF 60.00 29. 30" RCP Class IV In Place LF 50.00 30. 24"RCP Class IV In Place LF 42.00 31. 18" RCP Class IV In Place LF 35.00 32. 15"RCP Class IV In Place 30.00 A POLYETHYLENE PIP 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal L.F 8(os 25.50 22 057, 38. 18"ADS-N-12.or Equal 28.00 Sub-Total$ Page 2 of 6 Bond Bond Reduction Reduction itemDescliRtion limit S�llBIIYlty Unit Price. Q= ND-1 ND.2 UNDERDRAINS 39. 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 351n Place LF 20.00 RIPRAP 41. Modified Riprap CY - 45.00 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 DRAINAGE STRUCTURES 44. Type"C"Catch Basin EA (3 1500.00 56D.00 45. Type"C"Double Grate EA 2000.00 46. Type"C-L"Catch Basin EA 1500.00 - 47. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA 51. Endwall EA" 52. . Box Culvert LF " 53. 15"Flared End EA 450.00 54. 18"Flared-End EA 500.00 55. 24"Flared End EA 550.00 56. : 1136"Flared End EA 850.00 Sub-Total$ 1 500.OD Page 3 of 6 Bond Bond • Reduction Reduction item Descri to ion Sjpjtj Unit price �Q�j No-1 N2�2 57. Detention Outlet Structure EA 2500.60 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or C.B. EA Z. 550.00 00.0p 60. SANITARY SEWER COMPONENTS 61. 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8"PVC In Place SDR 35 LF 9S2 35.00 t'sj 620. 64. 6"PVC In-Place SDR 35 LF 30.00 7 2M 00 SANITARY SEWER STRUCTUR S 65. Sanitary Manhole EA 1,500:00 5Q�_ Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURE &MISC. ITEMS 70. Retaining Wall LF 71. Fence(Type: ) LF Guide Rail 72. (Type: ) LF Sub-Total$_e, 620',fah Page 4 of 6 Bond Bond Item Description � Quantity Unit Price � Reduction. Reduction No. 1 No.2 End Anchorage 73. (Type: ) EA 74. Guide Post EA 100.00 75. Pavement Marking LF 1.50- 76. Street Signs EA 75.00 77. Traffic signs EA. 75.00 78. Street Lights EA 3 1,000.00 3 CVO- Op SY .. 79. Furnishing/Placing Topsoil 1333 2.50 Fertilizing,Seeding and 80. Mulching SY 13313 2.50 .31 33Z,56 81. Trees EA 150.00 . Maintenance/Protection of 82. Traffic LS . 83. Construction Staking LS Z 900:0 84. As-Builts LS 2 000, 85. Iron Pins EA 100.00 900•00 86. Concrete Monuments EA. 250.00 1 75 , 87. Driveway-Bit. Conc. SY 177 20.00 O.Oa 88. - 89. 90. *varies Sub-Total$ ZJ,755r Page 5 of 6 + �t04114 8f4 t� co r Town O-Ye s"loin Vi�� C 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•c `v AREA CODE 860 / 644-2511 March 13, 2000 Clark Realty, Inc. 658 Ellington Rd. South Windsor, CT 06074 Dear Sir/Madam: Re:Preconstruction Meeting—App199-52P, Deming Hill Estates Phase III IN ATTENDANCE Jerry Iazzetta Town of S. Windsor 1540 Sullivan Ave. 644-2511 Joe Perna Town of S. Windsor 1540 Sullivan Ave Michele Lipe Town of S. Windsor 1540 Sullivan Ave Tracy LaPienne Town of S. Windsor 1540 Sullivan Ave Jeff Folger Town of S. Windsor 1540 Sullivan Ave Sgt. Tom Field S. Windsor Police 151 Sand Hill Rd. 648-6211 Melvin Stead Town of S. Windsor 644-2531 Evelyn Perry SNET 40 Brainard Rd. 725-1011 Bob Arsenault Design Professionals 165 S. Satellite Rd. 291-8755 Jean Jacques JMJ Construction 582 Ellington Rd. Jim Slater Slater Construction Commerce Way The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving_operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Gilbert Lane. Calcium chloride or water is to be used for dust control as required. Public Work I. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The 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 required for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6)inch lifts, compaction tests per developer's checklist e. Placement of bituminous concrete, two-(2) inch layers maximum. Placement and compaction tests per developer's checklists f. Start date in May, 2000 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 5. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures(if necessary) of the infrastructure,prior to final pavement. 6. Applicant/developer should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 9. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 10. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 11. Any problems and/or questions regarding construction of this project will be directed to Jean Marc Jacques of JMJ Construction. 12. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 13. Job meetings will be held as needed, and can be called by the developer or Town. 14 Forty-eight(48)hours' notice needed for certificate of occupancy inspection. 15. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 16. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 17. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 18. No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. Drain layer permit required by site contractor. 20. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling,therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 21. Inspection of gravel access roads required prior to placement of topsoil. 22. Sanitary lateral locations should be tied down to existing structures and shown on the progress as-builts. 23. For concrete sidewalks, 8"depth with reinforcements is required at driveway crossings. If the sidewalk is constructed before lot development,the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 24. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvement specifications. 25. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 26. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Erosion and sedimentation bond in the amount of$5,000 must be posted prior to earth moving. 3. Quantity estimates must be submitted to establish the subdivision bond. 4. All easements must be in place prior to building permits being issued. 5. Liability policy naming The Town of South Windsor as insured must be submitted. 6. Drainage Assessment fee in the amount of$900 must be paid. iT 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Bams, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department I. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe,AICP Assistant Director of Planning MRL/dlw cc: Jerry C. Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead,Public Works CL&P SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control Jim Slater, Slater Construction i R Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 12� (6.50 $ $ " Sub-Total Page 2 $ -74o3507,50 $ $ Sub-Total Page 3 $ 9�500,00 $ $ Sub-Total Page 4 $ 2$,foZO,00 $ $ Sub-Total Page 5 $ Z1 755-00 $ $ Sub-Total $ 2-72A39.00$ - $ 25%Contingencies x Sub-Total: $ fo8, 59,E $ $ TOTAL $ O 7 6.00 $ $ 3q% 800.00 standard forms/bonds/bond estimate form Page 6 of 6 - 0wtl 8f� t < Town aps-oath W&zd4at y ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oR c4` AREA CODE 860 /644-2511 August 21, 2000 Mr. Jean Marc Jacques Clark Realty Inc. 658 Ellington Road South Windsor, CT 06074 Re: Site Bonds Dear Mr. Jacques: The Town of South Windsor Zoning Regulations Section 8-1-10 allows a Certificate of Occupancy to be issued when the site grading and other site work is not complete as long as a bond has been received. To date, the Engineering Department has set the amount of the bond, has collected the bond usually in the form of a certified check or bank check, and has held the check until work is completed. Once the work is completed satisfactorily, the check is then returned. This procedure will change immediately. The Engineering Department will collect the check and deposit it into an escrow account. When the work is satisfactorily completed, a reimbursement check will be issued through the Finance Department and will include any accrued interest. Checks are issued once a week on Fridays and require notification to the Finance Department on the Monday prior to that Friday in order for the check to be issued. Please be advised that any checks we are currently holding will be placed into the escrow account. Refunds for these will be processed on a weekly basis as indicated above. Since the escrow account accrues interest, a completed W-9 form will be required to ensure that you will not be subject to backup withholding. We are attaching a W-9 form for your use. Please complete the form and forward it to my attention or if more convenient, you can fax the completed form to me. If you have any questions, please call me at 644-2511, extension 245, and my fax number is 644-7280. JnUeer truly you s, etta, E. JCl/sfg cc: Barry Guliano, Town Attorney Melanie Crucitti, Director of Finance Michael J. Gantick, P.E., Director of Public Works Marcia A. Banach, Director of Planning Jeffrey H. Folger, Environmental Planner/Conservation Officer Michele R. Lipe, Assistant Director of Planning Tracy A. LaPiene, Project Engineer Joseph J. Perna, Project Engineer \\TOWN_HALL\VOL2\ENGINEER\Misc.Correspondence\Landscape Bonds\Bond Itr.doc 2'i to•NN Sf,<� F Taulon op SOUL4 Vz u 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co��`t AREA CODE 860/644-2511 September 6, 2000 Mr. Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl#99-52P,Deming Hill Estates,Prase 3a&3b This is to advise you that the Planning and Zoning Commission voted on August 22, 2000, to set the site bond at$553,000 for subdivision improvements. A bond or letter of credit in this amount must be posted prior to the filing of mylars and issuance of building permits. Very truly yours, (-&- �-U . %llc', Walter J. Mealy, Chairman cc: Town Engineer Chief Building Official ZoningANTetlands Enforcement Officer MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: August 11, 2000 Re: Deming Hill Estates Section 3 We have reviewed the bond estimates for Deming Hill Estates Sections 3A and 3B. It is recommended that the bond for Deming Hill Estates Section 3 be set at $553,000. Attached is a copy of the bond estimate for your file. JCl/sfg S:\ENGINEER\Proj.-P&Z Wetland Applications\Deming Hill\Bond review 8-11.doc JEC%TI�rJ 3A `PROJECT: -Sl q 33f-bo. TOWN OF SOUTH WINDSOR STREETz-HI-B LANE - _%)+ BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGINEER: 041 / DATE: S / 2 Bond Bond Reduction Reduction item Descri lion lkd Quantily Unite C= ND-2 1. Clearing&Grubbing LS 7-50,00 2_ Strip&Stockpile Topsoil CY 455 2.00 110.00 " Earth Excavation (Excluding Roadway& 3. Trench) CY (050 10.00 (0,50am 4. Roadway Excavation- CY 1320 12.00 15 5. Earth Trench Exc.0-4 CY 10.00 7-40-M 6. Earth Trench Exc.0-10 CY 53So 12.00 32.CQ 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc. (Rock) CY 50.001 10. Rock Trench Exc.0-4 CY 13 50.00 6,950.00 11. Rock Trench Exc..0-10 CY 75.00 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY - 142,E 1.50 2)1316D 15. Subbase Gravel CY 20.00 /{ 720,eb 16. Processed Aggregate TONS 413 18.00 7,434-00 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 FW_11 Bit. Concrete 19. (Class I) TONS 50.00 2ap,o 7-Bit. Concrete 20. (Class 11) TONS �� 55.00 6 020.Cp varies Sub-Total $ &SARI,SO Page i of 6 Bond Bond llsm Description 1101t Reduction Reduction S2t1:3aW Unit Pri Flo. l No. 22 21. 6"Asphalt Lip Curbing LF 1 0fo0 3.00 I80. 22. Road Widening Complete SY 50.00 23. lConc Sidewalk 4'Wide LF )ZZQ 30.00 :34 (pW.CO STORM DRAINAGE SYSTEM COMPONIENTS 24. 60"RCP Class IV In Place LF 130.00 25. 54"RCP Class*IV In Place., LF 100.00 26. 48"RCP Class IV Jn Place LF 75.00 27. 42"RCP Class IV In Place LF 65.00 28. 36"RCP Class IV In Place LF 60.00 29. 30"RCP Class IV In Place LF 50.00 30. 24"RCP Class IV In Place LF 42.00 31. 18"RCP Class IV In Place LF 35.00 32. 15"RCP Class IV In Place 30.00 33. POLYETHY FNF PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal 306 25.50 _7 503.00 38. 18"ADS-N-12 or Equal - 28.00 l Sub-Total$ ` 1583. v Page 2 of 6 Bond Bond Reduction Reduction Item Descri tion �pjf Unit Price -Q= UNDERDRAtNS 39. 6"PVC SDR.35 In Place LF 15.00 i' 40. 8"PVC SDR 351n Place ILF 20.00 RIPRAP 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 45.00 r.• 43. IStandard Riprap CY 45.00 DRAINAGE STR R S 44. Type"C"Catch Basin EA Z 1500.00 3 Qpp.dp 45. - Type"C"Double Grate EA 3 2000.00 b,OD&CO 46. Type"C-L"Catch Basin EA 1500.00 47. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall' EA 51. Endwall EA 52. Box Culvert iLF 53. 15"Flared End EA 450.00 54.. 18"Flared End EA 500.00 55. 24"Flared End EA 550.00 56. 36*Flared End EA 850.00 Sub-Total$ gj 000. W Page 3 of 6 Bond Bond lt�m Descri tion SloiS Reduction Reduction Qum SlIIiLPrice N4.1 NQ.2 57. Detention Outlet Structure EA 2500.00 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H. or C.B. EA 2 550.00 / J00.no 60. SANITARY SEWER COMPONENTS 61. 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8"PVC In Place SDR 35 LF 3 35.00 !3 3o0.0p 64. 6"PVC In Place SDR 35 ILF 30.00 7 Zoo. 60 SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 3 1,500.00 4 $op,p Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES& MISG ITEM 70. Retaining Wall LF 71. Fence(Type: ) LF = Guide Rail 72. (Type: ) LF _ f Sub-Total$_ /Lb.00 Page 4 of 6 Bond Bond Reduction Reduction item Descri lion Una �t(bC Una �� No. 1 do• 2 End Anchorage 73. (Type: ) EA 174. Guide Post EA 100.00 75. Pavement Marking LF 1.50 176. Street Signs EA 75.00 , 77. Traffic signs EA 75.00 78. Street Lights EA Z 1,000.00 2,000.60 79. Fumishing/Placinc Topsoil S 2 2.50 a 3 0 Q Fertilizing,Seeding and tj 80. Mulching SY 9 2 2.50 355.00 81. Trees EA 150.00 CjgV 0 Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS 84. As-Builts LS 85. Iron Pins EA 2 100.00 1 20p00 86. Concrete Monuments EA 7 250.00 750,00 87. Driveway-Bit.Conc. SY '4 2 20.00 2 Ss4O.00 88. 89. 90. 'varies Sufi-Total$ Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 65 Zl-5o$ $ Sub-Total Page 2 $ 47�583.0$ $ Sub-Total Page 3 $ %000.00$ $ Sub-Total Page 4 $ 276,/00.00$ $ Sub-Total Page 5 $ $ $ Sub-Total $ ,� $ $ 25% Contingencies x Sub-Total: $ $ $ 41, 59$ TOTAL $ $ lop_ vvD �y vi standard forms/bonds/bond estimate form Page 6 of 6 �GTI 00 3 6 - PROJECT. d-S14 25+t0 OWN OF SOUTH WINDSOR STREET�E L LAA6 C 33+(� BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGIN MT- DATE ... � Bond Bond Reduction Reduction IWIn Descrietion 111d Ouapf Uni t 1. _ Clearing&Grubbing LS 1 Z50.00 2- Strip&Stockpile Topsoil CY �� 2.00 i 57 , Earth Excavation (Excluding Roadway& 3. Trench) CY X 33d moo 23 3o0� 4. Roadway Excavation CY 250 12.00 Z1 qop:QO 5. Earth Trench Exc.0-4 CY Z 53 10.001. 21530,40 6. Earth Trench Exc.0-10. CY $10 . 12.00 9 7Za to 7• Earth Trench Exc.-0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc.(Rock) CY 50.00 10. Rock Trench Exc.0.4 CY III 50.00 S 5so. 1.1. Rock Trench Exc.0-10 CY 0 75.00 om 00 12. Rock Trench Exc.0-15 CY 100_00 13. Rock Trench Exc..0-20 CY -150.00. 14. Formation of Subgrade Sy Z'Q�J5 1.5D3,(o8 50 15. Subbase Gravel CY 409. 20.00 180,co 16. Processed Aggregate TONS '7 1 S 18.00 12)$lA Co 17. Common Borrow CY 10.00 18. Gravel Borrow. CY 15.00 1• Bit.Concrete 19. (Class 1) TONS ZIS 50.00 1475aoo 1.5 . Bit.Concrete 20. (Class 11) ITONS 215 55.00 �) S? •QO 'varies Sub-Total$ ��(g?256, o Page 1 of 6 • Bond Bond _ Reduction Reduction Rem D_ e�RhOII !!0!f Scup[ lJnLLPri S2 NQ�2 21. 6"Asphalt Lip Curbing LF - 155700 3.00 22. Road Widening Complete SY 50_00 - 23. lConc Sidewalk V Wide ILF .30.00 99 50. STORM DRAINAGF SyBUM(-nll/cn��.rrc 24. 60"RCP Class IV In Place LF' 130.00 25. 54"RCP Class IV In Place LF 100.00 26. 48"RCP Class IV In Place LF 75.00 27. 42"RCP Class JV In Place' LF 66.00 28. 36"RCP Class IV in Place LF 60.0p 29. 30"RCP Class IV in Place LF .50.00 30. 24"RCP Class IV In Place LF 42.00 31. 18"RCP Class IV In Place LF 35.00 32. 15"RCP Class IV in Place 30_00 33. POLYETHYLENE PIP 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal L.F 8(ps 25.50 22 057. 38. 18"ADS-N-12-or Equal F 28.00 Sub-Total 7b�507.rjp ; E Page 2 of 6 - Bond Bond Reduction Reduction 11M !!IId Quantity Unit Price. �t 1UNDERDRAINS 39. 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 351n Place ILF 20.06 RIPRAP 41. Modified Riprap Cy . 45.00 42. Intermediate Riprap CY 45.00 43. IStandard Riprap CY -45.00 DRAINAGE STRUG R S 44. Type"C"Catch Basin EA I3 1500.00 45. Type"C"Double Grate EA 2000.00 46. . Type"C-L"Catch Basin EA 1500.00 - 47. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.0.0 49. : Manhole Over Ten Feet EA 2000.00 50. Headwall EA , 51. Endwall Eq;- • 52. . Box Culvert LF • , 53. 15,Flared End EA 450.00 ' 54. 18"Flared*End EA 500.00 55. 24"Flared End EA 550.00 56. : 1,36"Flared End EA 850.00 .. .. " • Sub-Total$ 173 500.0D Page 3 of 6 - + + - Bond Bond Reduction Reduction item Destxmtion Ung [ (firt Pie No-1 do.22 57. Detention Outlet Structure EA 2500.60 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or C.B. EA Z. 550.00 00.00 60. SANITARY SEWER COMPONENTS 61. 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63- 8"PVC In Place SDR 35 LF' 35.00 620,Co 64. 6"PVC In Place SDR 35 LF ZD 30.00 7 2CY)►00 SANITARY SEWER 65. Sanitary Manhole EA :1 500:00 4 50� Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2;000.00 68. 69: STR!1CTl)RES&MIS['°_ ITEMS . 70. Retaining Wall LF 71. Fence(Type: ) LF Guide Rail 72. (Type= ). LF 1. Sub-Total$ Page 4 of 6 - + Bond Bond Item Reduction. Reduction End ndcn Anchoa rage S C S 1 Si.9.SY NO-1 M4.2 E 73. (Type; EA 74. Guide Post IEA 100.00 75. Pavement Marking LF 1-.50 76. Street Signs EA 75.00 77. Traffic signs EA 75.00 78. Street Lights EA 3 i.000.00l 3 Coo. 79. Furnishing/Placing Topsoil SY 1333 2.50 3 33z,So Fertilizing. Seeding and 80. Mulching SY 33 2.50 3 33Z.S0 1. Trees EA ZD 150.00 3ooa MaintenancelProtection of 82. Traffic LS - 83. Construction Staking LS Z ?00:00 84. As-Buffts LS 21000,00 85. Iron Pins EA 100.00 00,00 86. Concrete Monuments EA. - 250.00 7� , 87. Driveway-Bit.Conc. Sy 177 20.00 154o.op 88. - 89. 90. *varies Sub-Total Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 12(g25(o,5y E Sub-Total Page 2 $ 7fo rj07,50 $ S Sub-Total Page 3 S_ 9�5_$ S Sub-Total Page 4 $ (OZa OD $ S Sub-Total Pa 5 Z 7 - Page a -�r�-oo $ a Sub-Total $ fit; 00$ a 25%Contingencies x Sub-Total: TOTAL $ S 0 standard forms/bonds/bond estimate form Page 6 of 6 PLANNING DEPARTMENT TRANSMITTAL DATE: 1400 TO: CW AA, WE ARE SENDING YOU: D PZC initial plans O Drainage computations O PZC revised plans O Bond estimate request O PZC Final plans for review O Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans Other N LU��� NO.OF COPIES APPLICATJONNUMBER PROJEC UAPPLICANT -� A.4 PA. 3a6 THESE ITEMS ARE TRANSMITTED: For review and comment - O For your files 's F[EEIVEO O For your use O As requested S EP 8 2000 O Other sournwirDSOR PLEASE RETURNJOMMENT BY: 42 ENG.DEPL COMMENTS: ,iC.rEavcc 'c7Esclz,P,—rates L6Ns�G��? T /I�Ps'c2ryeL ..Si✓ �T 6�5 f��S L-Gc'.zvR /� /mac&v/SiaN �o TES �S /167 6 � ry "'r/�iv cE O� �cay�.� f� _ �.E�r�ve6c� E,oS�'r-6�T �2�-A C'a✓c-�� I�oSSsG3L j i36� �c�SGR �c�0 /�s• .Z 1�.C12c EGS �ss>R/d�i2 Ti✓.drV ONE D Copy to: From: Planing Department- 10/98 vol. 12 01 PAGE 91 SEWER LINE EASEMENT 1927 PERMANENT CONSTRUCTION EASEMENT KNOW ALL MEN BY THESE PRESENTS, That, It, CLARK REALTY, INC., a Connecticut corporation having its office in the Town of South Windsor, County of Hartford and State of Connecticut, acting herein by JEAN MARC JACQUES, Its President, hereunto duly authorized, for 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, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns, the right, privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use alter, repair, replace and remove a sewer line thereto, in and through a certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, as described on Exhibit A attached hereto and made a part hereof. TOGETHER with the right, privilege and authority to trespass, for the purpose of constructing, maintaining and repairing of said sewers, which right to trespass shall terminate upon formal acceptance of the sanitary sewers by the TOWN OF SOUTH WINDSOR; and be reasserted only on the occasion and for the duration of subsequent maintenance or repair by the TOWN OF SOUTH WINDSOR Within said parcel described on Exhibit A, the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment to operate equipment and install materials incidental to the construction, maintenance or repair of said sewer line, and to excavate and fill. THE GRANTOR HEREIN, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights of way which may endanger or interfere with the said sewer line. THE GRANTOR HEREIN for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easements or rights or way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which these easements or rights of way are granted. CONVEYANCE TAX RECEIVED Page 1 STATES LOCALS No. ,&ffck'a-c � . 'f -j— TOWN CLERK OF SOUTH WINDSOR AN YOt. 1201 PAGE 92 THE GRANTEE HEREIN, for itself, its successors and assigns agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right of way areas. THE GRANTEE agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS HEREOF, the Grantor has hereunto set its hand and seal this 1!:—� day of r, , 2001. Ir Signed, Sealed and Delivered In Presence of: GRANTOR: CLARK REALTY, INC. By: v , an Marc Jacque its Pre Went �u 12rEL i9CQl/� STATE OF CONNECTICUT ss. South Windsor COUNTY OF HARTFORD On this day of (mil , 2001, before me, the undersigned officer, personally appeared JEAN MARC JACQUES, who acknowledged himself to be the President of CLARK REALTY, INC., a Corporation, and that he as such President, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such President. �o.mmislsioner of the Superior Court Page 2 VOL. 1 () T PAGE 9 3 SANITARY SEWER EASEMENT AREA DEMING HILL ESTATES SECTIONS 3A & 3B SOUTH WINDSOR EXHIBIT A A certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut located along the southerly boundary of Lot 88 and the northerly boundary of Lot 89 and the southwesterly corner of the "OPEN SPACE LAND 2.1 ac.", shown and designated as "20' SANITARY SEWER & MAINTENANCE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled "PLOT PLAN Deming Hill Estates OPEN SPACE SUBDIVISION — SECTIONS 3A & 3B DEMING STREET SOUTH WINDSOR - CONNECTICUT design professionals, inc. civil engineers planners - surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEET 7/15 REVISIONS 9-9-99 10-8-99 1-18-00 3-16-00 8-22-00", which map or plan is on file or to be filed at the office of the South Windsor Town Clerk. Said piece or parcel of land is more particularly described as follows: Beginning at a point in the South Windsor and Manchester Town Line, which point is located 22.58' east of southeasterly corner of Lot 89 as shown on said map, which point marks the southwesterly corner of the parcel herein described; thence running N 37154' 09" W a distance of 3.42 feet to a point; thence running N 560 03' 55" W a distance of 376.55 feet to a point in the easterly street line of Gilbert Lane as shown on said map; thence running along the southeasterly street line of said Gilbert Lane, along a curve to the left having an interior angle of 05107' 14", a radius of 225.00 feet and a length of 20.11 feet to a point; thence turning and running S 560 03' 55" E a distance of 364.53 feet to a point; thence turning and running S 371 54' 09" E a distance of 13.56 feet to a point along the South Windsor and Manchester Town Line; thence turning and running S 710 15' 13" W along the South Windsor and Manchester Town Line, a distance of 21.17 feet to the point or place of beginning. RECEIVED FOR REOORI DATE;�J�;�71ME W j/ M. CIS rl `SOWN CLERK. SOUTH WINDSOR, CT HTFD/60371.1/JM64293v1 page 3 12 0 1. PACE 94 DRAINAGE EASEMENT 1 ,928 KNOW ALL MEN BY THESE PRESENTS, that it CLARK REALTY, INC., a Connecticut corporation having its office in the Town of South Windsor, County of Hartford and State of Connecticut acting herein by JEAN MARC JACQUES, its President, hereunto duly authorized, for 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, do give, grant. bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns, a perpetual right to lay, install, maintain, inspect, operate, construct, use alter, repair, replace and remove storm water or storm drainage systems and appurtenances thereto, in, through, upon and over a certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, as described on Exhibit A attached hereto and made a part hereof. WITHIN said parcel described on Exhibit A, the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the construction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing water courses or form embankments over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems. THE GRANTOR HEREIN,, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights of way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights of way which may endanger or interfere with said line, pipe or drainage systems. THE GRANTOR HEREIN for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easements or rights of way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which this/these easements or rights or way are granted. THE GRANTEE herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right of way areas. Page 1 CONVEYANCE TAX RECEIVED STATE{,$ - LOCALS No.0( TOWN CLERK OF SOUTH WINDSOR 'O : PAGE 9' THE GRANTEE agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said storm water or storm sewer lines, pipes or drainage systems, including any detention basins or related facilities. IN WITNE S WHEREOF, the Grantor has hereunto set its hand and seal this L6 day of , 2001. Signed, Sealed and Delivered In Presence of: GRANTOR: CLARK REALTY, INC. By. J n Marc Jacques, i Pres'd nt /yldRft=L am STATE OF CONNECTICUT: : SS. South Windsor COUNTY Of HARTFORD On this day of �� , 2001, before me, the undersigned officer, personally appeared JtAN MARC JACQUES, who acknowledged himself to be the President of CLARK REALTY, INC., a Corporation, and that he as such President, being authorized so to do, executed the foregoing Instrument for the purposes therein contained, by signing the name of the corporation by himself as such President. In Witness Whereof I hereunto set my hand. ommissioner of the Superior Court Vry Page 2 i . 2 Of PAGE DRAINAGE EASEMENT AREA DEMING HILL ESTATES - SECTIONS 3A & 3B SOUTH WINDSOR EXHIBIT A FIRST PIECE: Those certain pieces or parcels of land situated in the Town of South Windsor, County of Hartford and State of Connecticut located along the southwesterly boundary of Lot 82, shown and designated as "DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled "PLOT PLAN Deming Hill Estates OPEN SPACE SUBDIVISION — SECTIONS 3A & 3B DEMING STREET SOUTH WINDSOR - CONNECTICUT design professionals, inc. civil engineers - planners - surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEET 6/15 REVISIONS 9-9-99 10-8-99 1-18-00 3-16-00 8-22-00", which map or plan is on file or to be filed at the office of the South Windsor Town Clerk. Said parcels are more particularly described as follows: Parcel I Beginning at a point in the northeasterly street line of Gilbert Lane, which point marks the southeasterly corner of the parcel herein described and the southeasterly corner of Lot 82 as shown on the above-referenced map; thence running N 47149' 48" W a distance of 98.06 feet to a point; thence turning and running along the northerly street line of said Gilbert Lane along a curve to the left having an interior angle of 321 32' 32", a radius of 175.00 and a length of 99.39 feet, to the point or place of beginning. Parcel II Beginning at a point in the northeasterly street line of Gilbert Lane and along the southwesterly boundary of Lot 82 as shown on the above-referenced map, which point marks the southeasterly corner of the parcel herein described and the northwesterly corner of Parcel I; thence running N 150 17' 15" W a distance of 98.06 feet to a point; thence turning and running along the northerly boundary of Gilbert Lane along a curve to the left having an interior angle of 32° 32' 32", a radius of 175.00 and a length of 99.39 feet, to the point or place of beginning. SECOND PIECE: A certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut located along the southeasterly boundary of Lot 77, shown and designated as "DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled "PLOT PLAN Deming Hill Estates OPEN Page 3 VOI. 1201 PAGE 197 SPACE SUBDIVISION — SECTIONS 3A & 313 DEMING STREET SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEET 7/15 REVISIONS 9-9-99 10-8- 99 1-18-00 3-16-00 8-22-00", which map or plan is on file or to be filed at the office of the South Windsor Town Clerk. Said piece or parcel of land is more particularly described as follows: Beginning at a point in the northerly street line of Gilbert Lane, which point marks the southwesterly corner of Lot 77 as shown on the above-referenced map; thence running N 66150' 38" E, a distance of 134.06 feet to a point; thence turning and running along the northerly street line of said Gilbert Lane, along a curve to the right, having an interior angle of 190 45' 47", a radius of 175.00 and a length of 60.36 feet to a point; thence running S 710 15' 13" W a distance of 74.49 feet to the point or place of beginning. THIRD PIECE: A certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut located along the southerly boundary of Lot 86 and the northerly boundary of Lot 87, shown and designated as "20' STORM DRAINAGE & MAINTENANCE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled "PLOT PLAN Deming Hill Estates OPEN SPACE SUBDIVISION — SECTIONS 3A & 313 DEMING STREET SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEET 7/15 REVISIONS 9-9-99 10-8- 99 1-18-00 3-16-00 8-22-00", which map or plan is on file or to be filed at the office of the South Windsor Town Clerk. Said piece or parcel of land is more particularly bounded and described as follows: Beginning at a point in the easterly street line of Gilbert Lane, which point is located 10.22' south of the southwesterly corner of Lot 86 and the northwesterly corner of Lot 87 as shown on said map, thence running N 071 34' 25" W along the street line of said Gilbert Lane, a distance of 20.01 feet to a point; thence turning and running N 831 51' 18" E a distance 188.06 feet to a point in the easterly boundary of Lot 86 as shown on said map; thence turning and running S 07134' 25" E a distance of 20.01 feet to a point; thence turning and running S 83° 51' 18" W a distance of 188.06 feet to the point or place of beginning. RECEIVED FOR RECQR ` DATE I TIME M. k:;51 TOWN CLERK, SOUTH WINDSOR, CT Page 4 HTFD/60371.1/JJK/64289v 1 VOL. 12 0 1 PAGE 98 STREET TREE EASEMENT 1-2 9 This Street Tree Easement made this _f± day of r-, 2001, by and between CLARK REALTY, INC., a Connecticut corporation ith offices in the Town of South Windsor, County of Hartford and State of Connecticut, hereinafter called "GRANTOR" and the TOWN OF SOUTH WINDSOR, a municipal corporation having its territorial limits with in the County of Hartford and State of Connecticut, hereinafter called "GRANTEE". WITNESSETH : WHEREAS, the GRANTOR is the owner of real property, hereinafter described, situated on the southerly side of Deming Street in the Town of South Windsor, County of Hartford and State of Connecticut; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that it would be in the public interest to retain a Street Tree Easement on a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that the landscaping of said property can best be accomplished by the securing by the GRANTEE of a street tree easement over, across and upon the said property of the GRANTOR: and WHEREAS, the GRANTOR is willing, in consideration of the need to provide for the street tree easement, to grant to the said GRANTEE, the easement hereinafter expressed concerning said property, thereby providing for the continuation of said premises as a street tree easement; and WHEREAS, the GRANTOR intends to convey the property described herein to certain purchasers subject to his street tree easement and by granting said street tree easement to the GRANTEE shall not change the character.of private ownership of said property and the public shall have no right to enter upon same. NOW THEREFORE, the said GRANTOR does hereby give, grant, bargain and confirm unto the said GRANTEE, its successors and assigns forever the right, privilege and authority as a street tree easement and restriction, to plant and perpetually preserve, street trees in their present condition within a 20' wide tree belt along the streets as shown and designated "20' STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a certain map or plan entitled: "PLOT PLAN Deming Hill Estates OPEN SPACE SUBDIVISION — SECTIONS 3A & 3B DEMING STREET SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEETS 6/15 and 7/15 REVISIONS 9-9-99 10-8-99 1-18-00 3-16-00 8-22-00" THE GRANTOR FURTHER COVENANTS AND AGREES: CONVEYANCE TAX RECEIVED STATES LOCAL$ No TOWN CLERK OF SOUTH WINDSOR VOL. 12 0 .1 PAGE 99 1. To maintain said tree belt; and 2. To prohibit and refrain from the following operations, unless prior written consent is obtained from the GRANTEE, acting through its appropriate municipal agency or successor, on the premises conveyed herein: a. the construction or placing of buildings, structures, roads, signs or fence; b. the dumping or placing of soil, leaves and yard wastes, etc., or other substances or materials as landfill or dumping or placing of trash, ashes, waste, rubbish, junk, garbage or unsightly or offensive materials; c. the excavation, dredging or removal of loam, peat, gravel, soil, rock or other mineral substance; d. the removal or destruction of street trees. The GRANTOR reserves unto itself, its heirs, successors, and assigns the right to continue to use the property subject to said Street Tree Easement for all purposes not inconsistent with the terms hereof. The grant of the Street Tree Easement shall in no way grant anyone other than the parties hereto the right to enter upon the property subject to the easement. The GRANTEE, or its lawful agents, may enter the property for the purpose of inspection and ensuring that the terms hereof are properly enforced. The foregoing Street Tree Easement shall be permanent and shall be binding upon the GRANTOR and its heirs, successors and assigns, and shall inure to the benefit of the GRANTEE, its successors and assigns. TO HAVE AND TO HOLD the above granted rights, privileges or authority unto the said GRANTEE, its successors and assigns forever, to its and heir own proper use. IN WITNESS WHEREOF the said GRANTOR has caused these presents to be signed by its p oper corporate officer and its corporate seal to be affixed hereto this day of A , 2001. Signed, Sealed and Delivered In esence ,. GR TOR: LARK RE LTY, INC. By: u fan Marc Jacqu , its Pridident 2 R vu. 1201 PAGE 01 STATE OF CONNECTICUT: : ss. South Windsor COUNTY OF HARTFORD : On this 01-& , day of 2001, before me, the undersigned officer, personally appeared JEAN MARC JACQUES, who acknowledged himself to be the President of CLARK REALTY, INC., a Corporation, and that he as such President, being authorized so to do, executed the foregoing Instrument for the purposes therein contained, by signing the name of the corporation by himself as such President. In Witness Whereof I hereunto set my hand. t RECEI EPA FOR RECORpj Per-%blic DATE TIME-'22 M. xpires: I till I n n _ a'Lo TOWN CLERK, SOUTH WINDSOR, CT HTFD/60371.1/JJ K/64296v1 3 4 r VOL. 12 01 PAGE 88 CONSERVATION EASEMENT 1926 This Conservation Easement made this 2!1— day of r�A , 2001, by and between CLARK REALTY, INC., a Connecticut corporation having its office in the Town of South Windsor, County of Hartford and State of Connecticut, acting herein by JEAN MARC JACQUES, its President, hereunto duly authorized, hereinafter called "GRANTOR" and the TOWN OF SOUTH WINDSOR, a municipal corporation having its territorial limits within the County of Hartford and State of Connecticut, hereinafter called "GRANTEE"; WITNESSETH : WHEREAS, GRANTOR is the owner of certain real property situated on the southerly side of Deming Street in the Town of South Windsor, County of Hartford and State of Connecticut, and more particularly described in Exhibit A attached hereto; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that it would be in the public interest to retain, maintain, and preserve an earthen berm and evergreen plantings thereon situated on a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that said maintenance and preservation of said property can best be accomplished by the securing by the GRANTEE of an easement over, across and upon the said property of the GRANTOR; and WHEREAS, the GRANTOR is willing to grant to the said GRANTEE, the easement hereinafter expressed concerning said property, thereby providing for the maintenance and preservation of said portion of the premises; and WHEREAS, the GRANTOR intends to convey the property described in Exhibit A to certain purchasers subject to this Conservation Easement and by granting said Conservation Easement to the GRANTEE shall not change the character of private ownership of said property and the public shall have no right to enter upon same. NOW, THEREFORE, the said GRANTOR does hereby give, grant, bargain and confirm unto the said GRANTEE, its successors and assigns forever the right, privilege and authority as a conservation easement and restriction to perpetually preserve, protect, limit, conserve and maintain the land hereinafter described in its present condition. THE GRANTOR FURTHER COVENANTS AND AGREES: CONVEYANCE TAX RECEIVED Page 1 STATE 5 LOCAL$ Na , TOWN CLERK OF SOUTH WINDSOR va. 1201 PAGE 8" 9 1. To prohibit and refrain from the following operations, unless prior written consent is obtained from the GRANTEE, acting through its appropriate municipal agency or successor, on the premises conveyed herein: a. the construction or placing of buildings, structures, roads or signs; b. the excavation, dredging or removal of loam, peat, gravel, soil, rock or other mineral substance; c. the removal or destruction of the existing evergreen plantings; d. it is the objective of these prohibitions that the land be left in its natural state. THE GRANTOR reserves unto itself, its successors and assigns, and assigns the right to continue to use the property subject to said Conservation Easement for all purposes not inconsistent with the terms hereof. The grant of the Conservation Easement shall in no way grant anyone other than the parties hereto the right to enter upon the property so conserved. The GRANTEE, or its lawful agents, may enter the property for the purpose of inspection, maintenance, and ensuring that the terms hereof are properly enforced. The foregoing Conservation Easement shall be permanent and shall be binding upon the GRANTOR and its successors and assigns and shall inure to the benefit of the GRANTEE, its successors and assigns. TO HAVE AND TO HOLD the above granted rights, privileges or authority unto the said GRANTEE, its successors and assigns forever, to its and their own proper use. IN WITNESS WHEREOF the said GRANTOR has caused these presents to be signed by its proper corporate officer and its corporate seal to be affixed hereto this qS day of , 2001. Signed, Sealed and Delivered In Presence of: GRANTOR: CLARK REALT , INC. gy Je Marc Jacque its P sident AW F2 y EL ltr5 Page 2 VOL. 12 01 PACE 9 ,o STATE OF CONNECTICUT: : ss. South Windsor COUNTY OF HARTFORD On this ` day of r'��_ , 2001, before me, the undersigned officer, personally appeared JEAN MAR JACQUES, who acknowledged himself to be the President of CLARK REALTY, INC., a Corporation, and that he as such President, being authorized so to do, executed the foregoing Instrument for the purposes therein contained, by signing the name of the corporation by himself as such President. In Witness Whereof I hereunto set my hand. ToE�'`r Z:V-- Comr,Kissioner of the Superior Court Notft� c Page 3 90 CONSERVATION EASE ENT AREA SOUTH WINDSOR EXHIBIT A A certain piece or parcel of land situated along the southerly boundary of Lots 91, 92, 93, 94 and 95 as shown and designated as "BERM EASEMENT" on a map or plan entitled "PLOT PLAN Deming Hill Estates OPEN SPACE SUBDIVISION — SECTIONS 3A & 3B DEMING STREET SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: July 22, 1999 SHEET 6/15 REVISIONS 9-9-99 10-8-99 1-18-00 3-16-00 8-22-00", which map or plan is on file or to be filed at the office of the South Windsor Town Clerk. Said piece or parcel of land is more particularly bounded and described as follows: Beginning at a point, which point marks the southwesterly corner of Lot 95 as shown on said map; thence running N 500 58' 53" E, along the westerly boundary of said Lot 95, a distance of 114.47 feet to a point; thence turning and running S 66133' 45" E, a distance of 449.57 feet to a point; thence running S 77131' 53" E, a distance of 172.57 feet to a point; thence running N 741 19' 42" E, a distance of 158.23 feet to a point; thence turning and running S 00101' 08" E a distance of 103.69 feet to a point in the South Windsor and Manchester Town Line; thence running S 711 15' 13" W, along the southerly boundary of Lots 91 and 92 as shown on said map, a distance of 360.97 feet to a point; thence turning and running N 641 06' 04"W, along the northerly boundary of land now or formerly of Newkirk Associates, L.L.C., a distance of 652.25 feet to the point or place of beginning. RECEIVED FOR RECQRM ATEA42JDI-TIME M. I tn�a ; �, j1 Q Q -)L'1�rl Ch- T t3!viif CLERK. SOUTH WINUSOR. CT HTFD/60371.1/JJK/64294v1 Page 4 �t�yN Sf,c� Town O-P SOUA ?A S ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR•co AREA CODE 860 / 644-2511 May 24, 2001 Ms. Muriel M. Jacques Clark Realty Inc. 658 Ellington Road South Windsor, CT 06074 Re: Deming Hill Estates Phase 3 Dear Ms. Jacques: We are in receipt of your May 22, 2001 letter requesting the reduction of the subdivision bond to a maintenance level for Phase 3 of Deming Hill Estates. The subdivision regulations allow for a bond reduction to maintenance level when all of the infrastructure work has been completed. Since the finish pavement and sidewalks are still to be installed we cannot reduce the bond to maintenance level. However, we will be looking at recommending a bond reduction based upon the last bond reduction estimate request we received. Very truly your er C. Ia tta, P.E. n Engineer JCl/cm cc: Marcia Banach Joe Perna Tracy LaPiene File RECEIVED CLARK REALTY, INC. MAY 2 4 2001 CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 SOUTH WINDSOR PLANNING DEPT. May 22,2001 Town of South Windsor Attn:Mrs.Lipe 1540 Sullivan Avenue South Windsor,CT 06074 Dear Mrs.Lipe: We are hereby requesting that the Bond for Section 3 Deming Hill Estates be reduced to a "Maintenance Level Bond",the Current bond amount is$553,000.00 we would like it to be reduced down to 10%;$55,300.00. We only need to complete the finished pavement and change a few sidewalks in Section 3 of the Deming Hill Estates,we expect that the finished pavement will cost approximately$20,000 to complete. Thank you in advance for your assistance with the above issues. ..Sincerely, Muriel M.Jacques MAY-30-01 WED 09:43 AM J-M-Jf-CONSTRUCTION FAX:5287889 PAGE 1 658 Ellington Rd. South Windsor, CT 06074 -ione # 860-282-0628 Fax#860-528-7889 CONSTRUCTION CO. Fax To: Mr. Iazetta From: Nancy Fax: 644-7280 Pages: 2 Phone. pate: 5/30/01 Re: Deming Hill Estates Sec. 3 Bond CC: D Urgent ❑ For Review ❑Please Got»merit ❑Please Reply ❑Please Recycle 0 Comments: Enclosed please find a REVISED letter for a bond reduction request for Deming Hill Est SectionA It has been a pleasure working with you over the past several years, good luck. We would like to thank you for all your hard work and assistance with the projects we have worked on together. M0101 CJ WO Thank-you 0an"Cy J MAY-30-01 WED 09:43 AM J-M*-J-CONSTAUCTION FAX:5287889 PAGE 2 C LA R K REALTY, INC. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 (203)282-0628 May 29,2001 Town of South Windsor Attu;Mr.Iazzetta 1540 Sullivan Avenue South Windsor,CT 06074 Dear Mr.lazetta: We are hereby requesting that the Bond for "Section 3 Deming Hill Estates"be reduced. The Current bond amount is$553,000.00 we would like it to be reduced down to 10%of the current amount;S 55,300.00. We only need to complete the finished pavement and change a few sidewalks and pour approximately 300 feet of sidewalks in Section 3 of the Deming Hill Estates,we expect that the finished pavement&sidewalks will cost approximately$26,000 to complete. Thank you in advance for your assistance with the above issues. Sincerely, Muriel M.Jacques 0 r� MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: January 22, 2001 Re: Deming Hill Estates, Phase 3 - 99-52 We have reviewed the request for a bond reduction for Deming Hill Estates Phases 3A and 313, and recommend that the bonds be reduced to: Phase 3A - $34,000 Phase 3B - $49,000 Attached are copies of the bond estimates for your records. JCl/awp 5:\Engineer\P&Z&Wetland Applicadons\Deming Hill\bond reduc.phase 3 rPROJECT: �0-51 - 2G+10 OWN OF SOUTH WINDSOR - �ON�� REULCil OIL; STREET�i1- 01J 33+(,1 BOND ESTIMATE FORM ENGIN 19 1 P&Z l.D.: 99 CALENDAR YEAR ( LZ DATE:Z7 JZ= zoo Bond Bond Reduction Reduction Item U3d Quart y 11IIitj�d= Smt No_ 1 NO 1. Clearing&Grubbing FcY 1 ZS0.00 C 2- Strip&Stockpile Topsoil 1797 2.00 157 . C Earth Excavation (Excluding Roadway& 3. Trench) CY 01 10.00 i 23 300L 4. Roadway Excavation CY 250 12.00 27 qa0:Qp - b 5. Earth Trench Exc.0-4 CY 2 5.3 10.00 Z S 30 Cb 6- Earth Trench Exc.0-10. CY 810 12.00 9 7Z0•in O 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc.(Rock) CY. 50.00 10. Rock Trench Exc.0-4 CY III 50.00 s 550- 11. Rock Trench Exc.0-10 CY 75.00 025.0() O 12. Rock Trench Exc.0-15 CY 100_00 13. Rods Trench Exc..o4o CY 150.00. 14. Formation of Subgrade SY Zq 55 1.50 a b8 50 O 15. Subbase Gravel CY �(� 20.00 180,co 16. Processed Aggregate TONS '7 15 18.00 IZ IBla 00 .d 17. Common Borrow CY 10.00 18. Gravel Borrow- CY 15.00 1• Bit.Concrete 19. (Class 1) TONS 21S 50.0o t 75aco 1.5 Bit.Concrete 20. (Class lq TONS 215 55.00 11 $Z s-cp 11�3 Z-1a .varies Sub-Total 7-54.so Page 1 of 6 Bond Bond &M Und OuanC Una Reduction Reduction Sri r1o_ 1 �2 21. 6"Asphalt lip Curbing LF 15D0 3.00 $ p Road Widening Complete SY 50.00 23. Conc Sidewalk 4'Wide LF so 99 . STORM DRAINAGE SYSTEML MPtINENTS 24. 60"RCP Class N In Place LF 130.00 25. 54"RCP Class N In Place LF 100.00 26. 48"RCP Class N In Place LF 75.00 27- 42"RCP Class N In Place- LF 65.00 28. 36"RCP Class N in Place LF 60.00 29. 30"RCP Class N In Place LF 50.00 30. 24"RCP Class N in Place LF 42.00 31. 18"RCP Class N In Place LF 35.00 32. 15"RCP Class N In Place - 30.00 33. POI YETWYi ENE PIPE 34- t8WADS-N-12 or Equal21.00 35. 22.50 36. -N-12 or Equal 24.00 137. 15"ADS-N-12 or Equal L.F 8(ptj 25.50 22057, '0 138. 18"ADS-N-12 or Equal 28.00 - Sub-Total$ 76,507,Sp Page 2 of 6 - Bond Bond Reduction Reduction StO� Sht6nhbt SlIuLP t No- 1 NO-2 t1NDFRDR4iNc 39. 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Pface LF 20.00 . SIPBBe 41. Modified Riprap CY . 45.00 ' 42 Intermediate Riprap CY 45.00 43. Standard Riprap CY -45.00 44. Type"C"Catch Basin EA 13 1500.00 /`) 5(,b.� 45. II Type"C"Double Grate EA 2000.00 46. . Type"C-L."Catch Basin EA 1500. - 47. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. lHeadwall EA " 51. Endwall EA 52. . Box Culvert LF • 53 157 Flared End EA 450.00 54. 18"Flared'End EA 500.00 55. 24"Flared End EA 550.00 56. - 36"Flared End EA 850.00 Sub-Total S 9,SQO•ot7 Page 3 of 6 Bond Bond j Reduction Reduction Slt�d !lntLP�s< Ns�l NQ 2 57- Detention Outlet Structure 1EA 2500.00 10'VY�de Gravel Access . Road LF 15 00 59• Reset M.H.or C.B. EA 2 550.00 00.00 d 61. 12'PVC In Place SDR 35 LF 40.00 - 1 V PVC In Place SDR 35 LF 37.00 = 63: 8'PVC In Piave SDR 35 LF' 452 35.00 �sj 8Z -00 p 64. 6'PVC In Place SDR 35 LF Z 30.00 7 2VA 00 SANITARY SEWER CTRi IrrUnF-R 65. Sanitary Manhole EA V1,500.*00 fln nitary Manhole w/Drop 66- Inlet EA 2,500.00 nitary Manhole over 10 67. . 2;000.00 69. STRUCTI IRESAMMAIM. 70. Retaining Wan LF 71. Fence(Type: ) LF • Guide Rad 72. RYPe= ). ILF • Sub-Total$ Page 4 of 6 - Bond Bond ReM fig, S Reduction. Reduction End Anchorages !lniiBaI 73. (Tye: t JEA 74. Guide Post IEA100.00 75• Pavement Marking. LF 1.50" 76: Street Signs EA 75.00 n• Traffic signs EA x 75.00 78. Street Lights EA 3 1,000.00 3 Cqj. Q ' 79. Furnishing/Ptacing Topsoil SY 1333 2.50 �332,So •3 .. Fert�aing,seeding and 3 2�� 80. Mulching Sy 33 2.50 3 33Z,Sp 332.Sa � es EA Main Ma Z0 150.00 3ooa. • intenancelProtection of • 82. Traffic LS 83. Construction Staking LS 2 900-Gb Qb 84. As-Bunts LS . 2 ao0.00 85. Iron Pins EA 100.00 �.[a0 l q('X7 86. Concrete Monuments EA - 250.00 . 87. Driveway-Bit,Conc. SY 1-7 j 20.00 O.OD �J 89. 90. 'varies Sub-Total$�OD Page 5 of 6 ' Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ l z!e, 6 50 $ _ � 000 Sub-Total Page 2 $ '7&0,507.50 $ } OU S Sub-Total Page 3 $ 1 9L500.00 $ d s Sub-Total Page 4 S 2B.Gza 00 S S Sub-Total Page 5 S 0o s , S Z7S,G3�' 3q Z�. Sub-Total $ s Z� 2-4 s 25%Contingencies x Sub-Total: ale , TOTAL $ too $ O $ - 34s,Ot standard forms!bondslbond estimate form ,6)d 0 " Page 6 of 6 =)tC.Ti110 3A t PROJECT: -5/Al�jCt�3 a 4Zt�JlIC=T} t� 3_;,W-_ TOWN OF SOUTH WINDSOR STREETS I, LAVE BOND ESTIMATE FORM I�Z1 OI - P&Z I.D.: �+56 -- ENGINEER: K 1999 CALENDAR YEAR 1 DATE: /Zack Bond •Bond item Des � Reduction Reduction ND-1 Lilo_ 2 1• Clearing&Grubbing LS • 750.00 2- Strip&Stockpile Topsoil CY 455 2.00 cll0. Earth Excavation (Excluding Roadway& 3. Trench) . CY (60 10.00 (0 50 O 4. Roadway Excavation CY 1320 12.00 IS $4p CO (� 5. Earth Trench Exc.0-4 CY 6 �7 10.00 74o.op 6. Earth Trench Exc.0-10 CY 53(o 12.00 6 32. 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18 00 9. Roadway Exc. (Rock) CY 50.00 10. Rock Trench Exc.0-4 CY 13 50.00 (0 95 O 0.00 11. Rock Trench Exc.0-10 CY • 75.00 • 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc.o-20 CY . 150.00 14. Formation of Subgrade SY 1�4Z1 1.50 . 2 131.5D G 15. Subbase Gravel CY 23(0 20.00 4 720.4Z O 16. Processed Aggregate TONS '`'1,3 18.00 7,.4344, 00 6 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 " Bit. Concrete 19. (Class 1) TONS ZZ 4 50.00 '2" Bit. Concrete 20. (Class II) TONS 820. 55.00 (o go 'varies Sub-Total$_ Page 1 of 6 Bond Bond &M Description !lalt Reduction Reduction S2�tap2i>x llniLeII�.6 �t No. 11 �� 21. 6"Asphalt Lip Curbing LF /0(00 3.00 �80• O 22. Road Widening Complete Sy 50.00 23• Conc Sidewalk 4'Wide LF STORM DRAlNA ,F SY ENTS 24• 60"RCP Class IV In Place LF r 130.00 25. 54"RCP Class IV In Place, LF 100.00 - 26• 48"RCP Class IV Jn Place LF 75.00 � 27• 42"RCP Class IV In Place LF 65.00 28. 36"RCP Class IV In Place LF 60.00 29. 30"RCP Class IV In Place LF 50.00 30. 24"RCP Class IV In Place LF 42.00 31. 18"RCP Class IV In Place LF 35.00 32. 15"RCP Class IV In Place _ 30.00 33. POLYETFM FNF plp 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 . 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal L.F. 306 . 25.50 7 $03.00 � 38. 18"ADS-N-1 ?or Equal 28.00 r Sub-Total$ 97,583. !.,Lq Page 2 of 6 Bond Bond 1wM sjp Reduction Reduction Sit No. 1 No. 2 UNDERnRewe 39. 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place LF 20.00 RIpRAP 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 . DRAINAGE TRQCT RES 44. Type"C"Catch Basin EA Z 1500.00 000.00 C� 45. Type"C"Double Grate EA 3 2000.00 b3 OM Co. U 46. Type"C-L"Catch Basin EA 1500.00 47• Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall' EA 51. Endwall EA 52. Box Culvert LF • 53. 15"Flared End EA 450.00 54.. 18"Flared End EA 500.00 55. 24"Flared End EA 550.00 56. 36"Flared End EA 850.00 Sub-Total$ 9,X0 60 Page 3 of 6 Bond Bond Reduction Reduction &M QQs�gtion !knit Quantb Unit Price Sd# NQ_ 1 57. Detention Outlet Structure EA 2500.00 1V Wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or C.B. EA Z 550.00 1 100.COd 60. SANITARY SEWER COMPONENTS 61. 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8"PVC In Place SDR 35 LF 3 35.00 13 300• .O _ 64. 16*PVC In Place SDR 35 LF 30.00 7 200.00 CC SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 3 1,500.00 -4 S00,00 d Sanitary Manhole w/Drop 66. Inlet EA 1 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES& MIM ITEMS 70. Retaining Wall LF 71. Fence(Type: ) LF ' Guide Rail 72. (Type: ) LF ' Sub-Total$ 261 IM 00 D Bond Bond item Dg=d3fon Reduction .Reduction End Anchorage Lilo. 1 NQy2 73. (Type. EA 74• Guide Post EA 100.00 75. Pavement Marking LF . 1:50 76• Street Signs EA 75.00 77• Traffic signs EA 75.00 78. Street Lights EA Z 1,000.00 Z 000-00 a 79• Fumishing/Placinc Topsoil 5 2 2.50 a 355.0 23ss.00 Fertilizing, Seeding and q 80. Mulching SY / 2.50 . 3 5•0 2 3ss.oc> 81. Trees EA 15t).00 Zj40 0 Maintenance/Protection of Z400•DO 82. Traffic LS • 83. Construction Staking LS � O • As-Guilts LS S00,00 85. Iron Pins EA 2 100.00 f 240, lZ(XU•dU 86. Concrete Monuments EA 7 250.00 D•00 1,1 5D•00 87. Driveway-Bit. Conc. SY /4 2 20.00 2 8-40.00 '840.06 88. 89. 90. 'varies Su&Total$ Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 65 Zl_50$ (c 8 20t' O© $ - dD� Sub-Total Page 2 $ 471 583-OD$ $ Sub-Total Page 3 $ %000.00$ 0 $ Sub-Total Page 4 $ 263100.00$ O $ Sub-Total Page 5 $ $ © $ 'Z?Z Sub-Total $ , $ O _ $ 25%Contingencies ngenc es x $ $ .50 $ 41,5�8 . Z07,898 341421 TOTAL $ $ $ y Zci -y ,Doa standard forms/bonds/bond estimate form Page 6 of 6 AUG-80-00 WED 02:45 PM J-Mt-Jt-CONSTRUCTION FAX:5287889 PAGE 2 MORD �► (M 05/31/2000. PRODUCER (860)243-2963 FAX (860) -9212 4 THIS CERTIFICATE IS ISSUE A MATTER OF INFORMATION rrthur Noll Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR :orporate Place ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 3 Barnard Lane COMPANIES AFFORDING COVERAGE 3loomfield, CT 06002 ;....COMPANY Zurich----- 4ttn: Jeri Caron Ext: 226 A -..........._...... ...._................ . . INSURED COMPANY Star Insurance Company JMJ Construction Company, Inc. .._....8..... ..............._......._..... 658 Ellington Road i COMPANY C SouthWindsor, CT 06074 i.._........_____..._..._.._.._..... .... ......._......_..................._.__._......-._..__.._.,.............:,.u.-_.....,._.............:...... I COMPANY D : su•ns: -__: '..ssm::.iq.a tiiN;,y:7:� sa ......."^.:,.:z.. � <aiat»eR - ;9:: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER I POLICY EFFECTIVE POLICY EXPIRATION :TR DATE(MWDDNr DATE(MMIDDIYY) LIMITS GENERAL LIABILITY j GENERAL AGGREGATE f 2,OOO,OOO X COMMERCIAL GENERAL.LIABILITY I PRODUCTS-COMPIOP AGG z, _................... u.-- .. I CLAIMS MADE X I OCCUR PERSONAL 6 ADV INJURY S 1,OQO,O0O q SCP31648562 06/01/2000 06/Ol/2001 ;-.......__.._....___....._._.___ __......._.-..:..., ._._.__..,..___.. OWNER'S 6 CONTRACTOR'S PROT EACH OCCURRENCE f 1,000,000 ...... ---.._............._....__. s FIRE DAMAGE(Any one tire) 5 -5O,O00 I ►nED r.XP(Any one Gerson) _.. .s_...._...._........10 000 AUTOMOBILE LIABILITY C SINGLE LIMIT $ COMBINED X ANY AUTO 1 ALL OWNED AUTOS BODILY INJURY 3 BO NJUR 'SCHEDULED AUTOS (Per person) ;$ A ' SCP31648562 06/01/2000 06/01/2001 _.._..._................_...._...... ....,_,.__.._....._.__...-----_........... HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accldenq ._...._1...._..___...............................................€ PROPERTY DAMAGE I S GARAGE LABILITY AUTO ONLY-EA ACCIDENT .S ANY AUTO _......... .......; OTHER THAN AUTO ONLY; .. EACH ACCIDENT s AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE S 5,000,000 _ ... ............. aoo A X UMBRELLA FORMCP31648562 06/Ol/2000 06/01/2001 AGGREGATE s 51000,000 OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND TO LIMkTS ,ER y s'tL. i EMPLOYERS'LJABILITY ..........:...........:_.._.,..__.,........._...... arr ._. B WC6010001 06/01/2000EL-EACH ACCIDENT 1000 S THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT 'f 5OO OOO PARTNERSIEXECUTIVE _.._.. _. 1......___.._..__..._....�--.-..._. OFFICERS ARE: EXCIL EL DISEASE-EA EMPLOYEE $ 100,000 OTHER IESCRIPTION OF OPERATIONSI.00ATIOWANICLESWECIAL ITEMS overage includes Sections 3, 4, 5 and 6 of Deming Hill Estates, South Windsor, CT J RSL "UIS�.•;rv� �`.s],�l S .»S.i...,: ,...uf 7 �;:s:_ q};. t..., uii}NHI�z'1C: C3'u{Md.'Y.-..,.-.f�'^=;•.i: 1i �Lfi�.-]:w .-�5��: ,.11:' ra. m � a ENRON = .. ..-_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of South Windsor BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSB No OBLIGATION OR LIABILITY 1540 Sullivan Avenue OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. South Windsor, CT 06074 2:. ih...;_,•....e 1 i.tif ro,'-1 i� �_a'k ti'.l�'s'..�ff3i!i. {.!..,.:..,�,.+.I.ls s tat x .. ..�. Pa AUTHORIZED 'RIYfi{ESftD)e?REPRESENTATIVE Mar areBeetz ��. S , .. ix MEMORANDUM To: Michele Lipe, Assistant Director of Planning From: Michael J. Gantick, P.E., Director of Public Works Al Date: June 6, 2001 Re: Deming Hill Estates, Sections 3a & 3b Bond Reductions We have reviewed the request for a bond reduction for Deming Hill Estates Phases 3A and 3B, and recommend that the bonds be reduced to: Phase 3A - $23,450 Phase 3B - $35,500 Attached are copies of the bond estimates for your records. MJG/cm Attachments S:\Engineer\P&Z&Wetland Applications\Deming Hill\bond reduc. phase 3,6-6-01 Y f MEMORANDUM TO: Michael J. Gantic, Director of Public Works A FROM: Joseph J. Perna, Project Engineer f/ DATE: June 5, 2001 RE: Deming Hill Estates Subdivision — Sections 3a & 3b Bond Reductions I have completed a site inspection and review of the bond reduction for both sections. There are still outstanding items to be completed including final paving of the surface course. The binder course seems to have held up good and I noticed only one area that has settled which can be shimmed prior to final paving. Listed below are the recommended bond reductions for each section: Section 3a Original bond amount: $208,000 Section 3a Reduce bond to: $23,450 Section 3b Original bond amount: $345,000 Section 3b Reduce bond to: $35,500 Attached for your review is a copy of each bond estimate and a letter sent by Jerry Iazzetta regarding the bond reduction. Please note that we have not set the bonds at maintenance level as was requested because of the outstanding items not completed. O.NN 84r+4 `$ D TOUAtz aps-oudt W&IdAot 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oR•co AREA CODE 860/644-2511 February 21, 2001 Mr. Jean Marc Jacques JMJ Construction 658 Ellington Road South Windsor, CT 06074 Re: Deming Hill Estates Phase III Dear Mr. Jacques: Your request of a bond reduction for Deming Hill Estates 3A and 3B has been placed on hold by the Planning and Zoning Commission until the spring thaw is complete. Concerns were expressed at their February 20, 2001 meeting about the blasting that was done and the future effects it may have on the roadway. An inspection of the roadway in the spring will be undertaken and a determination made as to whether a bond reduction is appropriate. If you have any questions, please call me at 644-2511, extension 245. Very truly your , 4Jer . I etta, E. To n neer JCl/awp c: Marcia A. Banach, Director of Planning S:\ENGINEER\Pro)—P&Z Welland Apps.\Deming Hlll\bond reduction Itr Feb 21,2001 PROJECT: 9O-5i'4 33f60 )TOWN OF SOUTH WINDSOR STREET'If LRNE - .�� BOND ESTIMATE FORM Z 'Cl P-1Z I.D.: .1999 CALENDAR YEAR &ok)6 gC--D L)G-Tj LyN ENGINEER: 041Q DATE: 8 ! 120M Bond Bond Reduction Reduction item Qescriotion Uoft •Quanti Un_t Prime No. 1 r(Q-2 11. Clearing&Grubbing ILS 7so,00 2. Strip&Stockpile Topsoil CY 455 2.00 110.00 O Earth Excavation (Excluding Roadway& 3. Trench) CY (050 10.00 (0 50 4. Roadway Excavation CY . 1320 12.00 15 $�gp,pp 0 5. Earth Trench Exc.0-4 CY 71 10.00 740.00 6. Earth Trench Exc.0-10 CY 53so 12.00 (6),4S2.00 v 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc. (Rock) CY 50.00 10. Rock Trench Exc.0-4 CY l3 50.00 6 950.00 <0 11. Rock Trench Exc.0-10 CY 75.00 12. Rock Trench Exc.0-15 ICY 100.00 13. Rock Trench Exc.0-20 CY 150.00 14. Formation of Subgrade Sy 142,1 1.50 21 151•SD 15. Subbase Gravel CY Z 3 V 20.00 4,720.(,� ' J - 0 16. Processed Aggregate iTONS 18.00 7,4M.00 Co 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 " Bit. Concrete 19. (Class 1) TONS 124 50.00 2M.� � /,2„ Bit. Concrete 20. (Class 11) TONS ��{ 55.00 b $20.Gb � ZJ�1'. 6020.00 'varies Sub-Total$ (oSa�otl, Sa Page 1 of 6 Bond Bond Reduction Reduction item Description UEL9 Quantity Unit Price t . . , �1 No-2 21. 6"Asphalt Lip Curbing ILF I Q(o0 3.00 22. Road Widening Complete ISY 50.00 23. Conc Sidewalk 4'Wide ILF �ZZ0 30.00 3(, ( ,(,b STORM DRAINAGESYSTEM CompONENTS 24. F54' "RCP Class IV In Place LF 130.00 25. RCP Class IV In Place., LF 100.00 26. 48"RCP Class IV Jn Place LF 75.00 27. 42"RCP Class IV In Place LF 65.00 E.28. 36"RCP Class IV In Place LF 60.00 30"RCP-Class IV In Place LF 50.00 30. 24"RCP Class IV In Place ILF 42_00 31. 18"RCP Class IV In Place ILF 35.00 32. 15"RCP Class IV In Place' 30.00 33. POLYETHYLENE PIP E 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 1S ADS-N-12 or Equal L--F- 30(p 25.50 7 003.00 O 38. 18"ADS-N-12 or Equal 28.00 f r Sub-Total$_ 17?583.(Xj Page 2 of 6 . Bond Bond item Descri tion Una Reduction Reduction S�s�attpc Un-- tt Lilo. 1� No-2 LJN=6* 39- VC SDR 351n Place LF 15 QO 140. 8"PVC SDR 35 In Place ILF 20.00 RIPRAP 141. Modified Riprap CY 45.00 142. Intermediate Riprap CY 45.00 143. Standard RiPraP ICY 45.00 1DRAINAGETRl irTl 1r��e 144. Type"C"Catch Basin JEA Z 1500.00 3,Qpp, C) 145. ITypeC*Double Grate EA 3 2000.00 OmLb 146. Type"C-L"Catch Basin 1EA 1500.00 - 47. Manhole EA 1500.00 148. Manhole w/Drop Inlet 1EA 2500.00 '-]49. Manhole Over Ten Feet EA 2000.00 150. FEndwall wall• 1EA 151. ' 1EA 152. Box Culvert ILF • 153'.' 1 15"Flared End EA 450.00 54•• 18"Flared End 1EA 500.00 155. 124"Flared End 1EA 550.00 156. 36"Flared End EA 850.00 • r Sub-Total$_ 9 ODO_0 Page 3 of 6 Bond Bond ltt Reduction Reduction m. Description Blau Quantity Unite SZ4�2 Ne• 1 �2 57. Detention Outlet Structure 1EA 1 2500.00 10'Wide Gravel Access 158. Road ILF 15.00 159. Reset M.H.or C.B. 1EA 1 2 550.00 / 00.COd 60. SANITARY SEWER COMPON NTS 161. 11T PVC In Place SDR 35 ILF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8'PVC In Place SDR 35 LF 1390 35.00 13 3L10. O 64. 6"PVC In Place SDR 35 LF 2-10 30.00 7 200' oo- SANITARY SEWER STR CTI IRFS 65. Sanitary Manhole EA 3 t5o0.0o Soa CO O Sanitary Manhole w/Drop 66. Inlet 1EA 2.500.00 Sanitary Manhole over 10 67. FT: 2,000.00 68. 69. STRUCTURES 8 MISr. ITEMS 70. Retaining Wall LF • 71. Fence(Type: ) LF • Guide Rail 72. (Type: ILF • Sub-Total$_ 26, OD Page 4 of 6 Bond Bond S ���y Reduction Reduction lttim Descri tion Unit pric�P � No. 1 No" 2 End Anchorage 73. (Type: ) IEA F74. JGuide Post IEA 100.00 75. Pavement Marking ILF 1.50 76. Street Signs EA 75.00 , T7. Traffic signs EA 75.00 78. Street Lights EA Z 1.000.00 Z 000.00 b 79. iFumishing/Placing.Topsoil 5 ' Z 2.50 a 355•Q Fertilizing.Seeding and 80. Mulching SY 9 2.50, 3 5.0 Z=t6` 81. Trees EA 156.00 Zj�0 2•q{X;� Makrtenance/Protection of 82. Traffic LS 83. Construction Staking LS on 84. As-Builts LS 500.0p 7 5b r co' 85. Iron Pins EA 2 100.00 1 20p. 1200r00 � 86. Concrete Monuments EA 7 250.00 87. Driveway-Bit. Conc. Sy 142 1 20.00 2 8.40.0o W egOICO �. 88. 89. 90. 'varies Su&Totai$_ Q' Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page.1 $ 65 2,1-50$ L, 2p., Sub-Total Page 2 $ '`E $ �,00�+ate $ �000.� Sub-Total Page 3 $ 1%000,00$ $ Q� Sub-Total Page 4 $ 263100.00$ $ (, Sub-Total Page 5 $ G8.9D$ l 3to i $ 6 940.00 Sub-Total $ ,� $ Z 3I H 7Q ov $ ! 5- .OD 18�7 6 0• 25%Contingencies x Sub-Total: $ $ 5g� 1. 0 $ 3 .�0 4,690• 41,598 TOTAL $ $ 2 337,5C� $ I 9231450. y Zee vv0 � / 101D/ standard forms/bonds/bond estimate form _ 2-0' 800-00 Page 6 of 6 , *PROJECT OF SOUTH WINDSOR - STREETg T LAtJE C-733+(��BOND ESTIMATE FORM Q P&Z I.D.: 1999 CALENDAR YEAR Z ) o�:� 3f.�Troa 31v • ZN° '' uG 1 n� . .S/3o al. e111 Bond Bond Reduction Reduction ttsim escrkdm ltnir Quantity !loUY= Q t No_1 NILZ 1. Clearing&Gnibbing LS I ZS0.00 0. 2. Strip b Stodkpile Topsoil CY �� 200 ) 57 . Earth Excavation • 3. Trench) CY CY Z 33D 10-W 23 3M Q 4. Roadway Excavation CY 250 12M 21 400'00 b 0 s. Earth Trench Exa.0-4 CY 253 10.00 Z 53o►a0 6. Earth Trench Ezc.0-10 CY 910 • 12.00 9 794.CO T. - Earth Trench Exc:0-15 CY ISM - 8. Earth Trench Exc.0-20 CY 18.00 9. Roadway Exc.(Rock) - CY- 50.00 10. Rock Trench Exc,0-4 CY I ( 50-00 S 55mo 11. Rock Trench Exc.0-10 CY 10-7 75.00 0ZS.CO. 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc_0-20 CY 150.00. 14. Formation of Subgrade SY 1.50 68 15. Subbase Gravel CY 40/ 20.00 &maco a Processed to TONS EMS 18.00 IZ 13-M� Q 16. �� 7 17_ Common Borrow CY 10.00 18. Gravel Borrow. CY 15.00 1• ' Bit.Concrete 19. (Class 1) TONS 12-IS 50-oo j 15a00 - ' l.5 BiL Concrete • 20. (Clasp) TONS IJr 55.00 . �vanes Sub-Total$ 12b?256.sD Page 1 of 6 Bond Bond Reduc' n Reduction U13d ACM Qu 3.00 5 o 21. 6' LiP Curbing LF 1500 Gv'C 50.00 3 22- Road WideningCgnplete Sy .Of30. 50• 23 Conc Sidewalk 4'Wide LF COMPONEL 24. 60'RCP Class IV in prate LF. 130.00 . 100.00 25. go RCP Class IV-in Place LF ' 75. 6. 48'RCP Class IV In phace LF 00 27. 65.00 42-RCP Class IV In Place- LF 60.00 28. W RCP Class N in Place LF 50.00 �. 30i'RCP Class IV In Place 30. 24'RCP Cross IV In Place LF 42.00 35.00 . 31. 18'RCP Class IV In Place LF " 30.00 15'RCP Class N In Place 33. PIPE 21.00 8'ADS-N-12 or Equal 34. 22.50 35. 10'ADS-N-12 or Equal = 24.00 36. 12'ADS-N-12 or EgiW O F. $(0S 25.50 22 057• 37. 15'ADS-N-12 or Equal L' 28.00 38. 18'ADS-N-12 or Equal Sub-Total ST SQ -,j ppo page 2of6 Bond Reduction Reduction ID llttix $rantibC llIIdE>ice HQ 2 [MDF�RAINS -- 39. 6-PVC SDR 35 In Place LF- 15.00 40. IS-PVC SDR 35 In Place ILF 20-0 RIPRAP 41. Modified ROW CY . 45.00 4Z Intermediate R*w CY 45.00 43. Standard Riprap CY 45.00 44. ype'C'catch Basin EA l3 1500.00 19 5lb.l,>D O 45. ype'C'Double Grate EA 2000.00 46. ype'C-V Catch Basin EA 1500.00 4T. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000•00 50. Headwall EA 51. jEndwall 52 Box Culveit LF 53.• 1S Flared End EA 450.00 154. 1S'Flared'End EA 500.00 ;5. 24'Flared End EA 1 550.00 36'Flared End EA 850.00 Sub-Total$ 1 9,500.OD goad Bond Reduction Reduction Rem Dmifto Una QanMy jkdEdm Cost NO-1 HQ-2 57. Detention Outlet Structure EA 2500.00 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or CB. EA Z 550.00 I I Do 00 60. . 61. 120•PVC In Place SDR 35 LF 40.W 62. 10'PVC In Place SDR 35 LF 37-00 T 63' 8-PVC In Place SDR 35 LF q 52 35.00 l s,62a CO � 64. 6•PVC In Place SDR 35 LF MD moo 7 2M 00 � SANITARY SEWER STRLICTi 1R�S 65. San"Manhole EA A.500:00 SOD b Sanitary Manhole w/Drop 66-. Net EA 2.5W•00 Sanitary Manhole over 10 67. FT. 2.000-00 _ 68. 69: 70. Retaining Wall LF • 71. Fence(Type: ) LF • Guide Rat 172. (Type: ). ILF • sub-Total$ Zt3� �02O. Page 4 of 6 9109 00•°��8 �0 I � s cos-ins saue^. •0 .� �•� LL Ash�!fl�"ua •Lg Q 4 L 1 SL. oo-osz L •v3 ���w a�� -� b cx� b 1 W'� °°-oo _ S -w 161 sl s�pn�-sb -v8 • O�bZ =006 Z sl s v o -se L sll •� to L*,palojcvw=mww OZ ` 3 S'1 •� °°-ost - . 0Sz �^£1 AS 6ucQ�nw -os a Z Pm&Npms � 097 £gt posdo16 JCS . 00.000• £ V3 s446n iaaAs -81 00'SL V3suns DWW.L -LL • y . 00-SL d3 su6!S 1"As '91 �'{ �lN�uausaned -SL 05"L 00'001 V3 POd aPn9 •bL ' a6mtPW Pv3 Z'ON T'BA IDS d �A uotpnPaa uo�pnPaa NOS p"os f or Esbmte Bond Reduction Bond Reduction#2 $ � Sub-Total Page 1 S IZ(o,ZS It825.00 f1,�32 . 3=p = •1 � . 3�•� 7loy507,50 S Sub-Total Page 2 O• _ m Sub-Total Page 3 S 19�So0 OtL= Sub-Total Page 4 S 2 GZ0.00 S s 2 7 s 2s�4oi Sub-Total Page 5 • .00 S 3��.�'�P S Stib-Total - Total: .� 25%Contin9 x Sub- _ 8 00(Q S . 34.4,s4r $ $ TOTAL 0 •C)o IO�o M 1°11 atr 3,47500'00 '�dslbond estimate form standard fom�s/ page 6 of 6 4�wM aft 7-0 ale s-ate � s � . 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ~OSOR'cO TELEPHONE (860) 644-2511 July 11,2001 Mr. Jean Marc Jacques 7MJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl 99-52P, Deming Hill Estates,Phases 3a& 3b This is to advise you that the Planning and Zoning Commission voted on July 10, 2001 to reduce the subdivision bonds for Phase 3a from$208,000 to $23,450 and Phase 3b from$345,000 to $35,500. Please forward an amendment to the bond we are currently holding showing these reductions at your earliest convenience. Very truly yours, Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlf cc: Town Engineer Chief Building Official Design Professionals, Inc. e.�n►mg Hill Estates OPEN SPACE SUBDIVISION~SECTIONS 1 & 2 „ DEMUNG STREET SOUTH H WR 11J1OOR ` COAL N1C C Ll RC l4l !!. DEMING S7777 77 TREET O84 35 45 46 54 53 , 52 36 47 O32 37 44 48 55 O31 38 43 49 k 59 r , 56 z g 29 40 41 51 f" 57 68 i 1 28 69 68 67 66 65 64 63 lu y r _r n 27 O zs to z5 13 OPEN SPACE 12 11 OC. 83 L�J JrJr Q4 / 14 84 QZi� 23 24 ' 16 71 86 Q� 22 72 Q� 18 75 88 . 20 73. 74 19 77 - a 78 89 t 82 81 97Xj 90 96 91 95 g4 gg 92 1 (860) 291-8755 Design rofessionals, inc. SCALE. 1"=350' 165 south satellite engineers • planners • surveyors road, south windsor, connecticut 06074 f TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON , kA9W00V_ Phone No. 211- 275-S Address MOS SOV114 SATCUtTc Koft Site. Name bemiv& WLL r P&Z No. IT99 5� Owner O M�' c- MC4 Phone No. Contractor T rA • "'• O 04M D ►t Signature of Owner 4&1f Date: f Signature of Design Engr. . ` � u _ Y P, Dater/c'/c c CHANGE (Describe location and nature of change. Include Four. (4 ) copies ofplan/ rofile of Change. ) . I _S U(,- Reason for Changes. (Why is ,change required) APPROVALS: (As Required) Dir. Of Planni q Date: Date: Town Engineer Dates Dr. of ;Public: rks .,_ Other: Date: S MMEN S: White - Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod - Engineering Department RECEIVED JUL 1 8 2003 MEMO RAN D U f&UTH WINDSOR PLANNING DEPT. To: Marcia Banach, Director of Planning From:Jeffrey B. Doolittle, P.E., Town Engineer Date: 7/17/03 RE: Deming Hill Estates, Section 3a Ub (#99-2P) The Engineering Division has inspected the above referenced project and finds that the public improvements are substantially complete. Therefore, recommend that the bonds be reduced to the maintenance level. J.M.J. Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 RECEIVED (860) 282-0628 FEB 3 2003 SOUTH WINDSOR PtANNfNG DEPT. January 31, 2003 Town of South Windsor Attn: Mrs. Michele Lipe 1540 Sullivan Ave. South Windsor, CT 06074 RE: Request for release of Outstanding Bonds Dear Mrs. Lipe: We are writing to find out the status of the release of the outstanding Bonds for the below listed areas. We feel that the work has been completed and the money should be returned. If you have any further questions please feel free to contact me. We would like to Thank-you in advance for your cooperation in this matter. APPL# Project Purpose Amount 1. 87-67P JMJ Chapel Road Garage Erosion,Sed.control $ 5,000.00 l 2. 99-52 Deming Hill Sec VI Wetlands Plantings $ 5,000.00 3.99-52 Deming Hill Sec VI Erosion, Sed.control $20,000.00 Sincerely, Nan Jac uu `� Office Manager TOWN OF SOUTH. WZNDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: lot CHANGE ORDER CONTACT PERSON Varnm �� � Phone No. 71" • 7 Address �" ATCZE rm � 3_T!SOIny i AI DS& , Site Name P&Z No. Owner 16W M AiL JACkESPhone No. Contractor _ Ile ✓ Signature of Owner Date: ,Signature of Design %Mgr. Date: ! Ip m CHANGE: (Describe location and natU34 of change. Include Four (4 ) copies of plan! rofile of Change. ) i!Y ` A I+ Asso sevim- Reason for Change: (Why is change required) Rob -ter,•-- APPROVALS (As Required Dir. Of Planning Date: " - Town Engineer Date: Dir. of Public Wo c Date: € Other: Date: STAFF COMMENTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department