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HomeMy WebLinkAboutResubdivision (79) TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM RECEIV Application No: Official Receipt Date: 7 r nFr. 4 1998 p Receipt No: /30$ l oh 3 € 1 S UTH 9RIJSOR PLAW G DLPL APPLICANT: Clark Realty,Inc. ADDRESS: 658 Ellington Road, South Windsor,CT 06074 OWNER OF RECORD ON LAND RECORDS: same ADDRESS: COMPLETE LOCATION OF PROPERTY: south of Deming Street, 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) ❑ Subdivision ❑ Minor ❑ Major ❑x Resubdivision (Public Hearing Required) ❑ Minor ❑x 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 Commission. 're of Ap icant Si ature of Prop Own (See reverse side for additional in ormation) TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SU BDMSIONS/RESU BDIVISIONS APPLICANT "S'uA ,jC�M a&� PROJECT NAME This checklist must be signed by plan preparer(P.E/L.S) 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 1 c. Surrounding property boundaries-within 500 feet. d. Names of abutting property owners. e. Proposed open spaces and recreation areas. L f. Driveway cuts on abutting properties and any properties across from proposed site Subdivision Minor Regular X 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 _—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 C 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 'C_ 7. Names of abutting property.owners. x x 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: 1. All existing structures, streets, wetlands and existing watercourses, or other environmentally structs sensitive areas, including enough data streets x beyond property boundaries to allow a wetinds reasonable evaluation of the property's fldpin ecological relationship to surrounding areas, 100 yr. floodplain. 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)- S. Drainage area map. * x _6. Drainage calculations * x 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 specs). * x 12. Proposed street names. x x 13. Landscape plan and details. -To Be 15VA x x 14. Site identifications signs, traffic control signs, and directional signs. * x 15. Sight tri n Ies at new road intersections. cc.,vc�-n►-�� pg 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 r 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 C IS. Traffic report (by traffic engineer) To 5ob­ w%-r" 16. Open space site improvement plan. 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. Plan Pr pare PE/ Date L1 98 June 18, 1998 Amr PRE CONSTRUCTION MEETINGS ***** SIGN IN SHEET NAME COMPANY ADDRESS TELEPHONE ## /��c v /-f ' �✓f�/'G�� 5r d..�-s v� -�o.r�h , �o�fo.� 3/1 J� .�.� 1 t s S2 lil4Uaooi> -s'p6i pkopc-ssi Oyu at-� 2-9 1—Z -75 s F, /' - y • Atp*IN S'r4 -awn 0-1je S_0� m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 sOR-00) AREA CODE 860/644-2511 March 12, 1997 CERTIFIED MAIL Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl #96-72P, Deming Hill Estates Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on March 11, 1997 to approve with modifications the above-referenced application for a Resubdivision of property to create 34 lots to be known as "Deming Hill Estates, Phase 1 & 2 located on the southerly side of Deming Street and westerly of Slater Street, 'AA-30 zone as shown on plans prepared by Design Professionals, Inc., Job No. 90-514 and revised through December 18, 1996. This approval is subject to the following modifications: 1. This approval is for 34 lots, numbered 1 through 34. 2. Concrete sidewalks built to Town specifications, shall be installed on one side of all new streets. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this. subdivision by the 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 Town Manager. Street lighting is to be coordinated with the Chief of Police. (policy enclosed) 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$10,000. 10. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 1,1. All plans used in the field by the developer must bear the stamp and authorized signature of the t - 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 of Credit it is holding. 16. A drainage assessment fee in the amount of$1,700. 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 applicant is required to widen Deming Street along the subdivision frontage. The widening is deferred until the remaining phases on Deming Street are constructed, so the widening can be done for all phases simultaneously. The subdivision bond must include the widening of Deming Street associated with this phase. 19. Town Engineer's comments in the memo dated December 11, 1996 and January 8, 1997 to the Director of Planning must be addressed. 20. A 25' conservation easement is required along the rear boundary of lots 20 - 24 to protect the hedgerow. Additional plantings within the conservation easement are permitted. .Conservation easement details to be finalized with Town Staff. 21. A minimum of ten acres of open space is required with Phases 1 & 2. Open space will be deeded to the South Windsor Land Trust. If the conveyance to the South Windsor Land Trust is unable to occur, PZC approval for an alternate disposition is required. 22. Street names to be selected from Town list of historic names. 23. That portion of Lot 19 that is included within the inconclusive "Felt Road right-of-way" must be eliminated from Lot 19. 24. Brush must be cleared along Deming Street to achieve required sight lines. 25. Street trees easement must be shown on plot plan. w 26. Entrance to open space must be marked with a boulder with a plaque identifying that this is an access way to open space. 27. Landscaping bond in the amount of$5,000 must be submitted. Black and white transparent mylars of Sheets xx with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission, Inland Wetlands Agency/Conservation Commission as well as WPCA must be reproduced on the mylars. After the mylars have been signed by the commission, they will be returned-to you for filing in the Office of the Town Clerk by June 28, 1997. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING &/ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Registrars Fire Marshal Business Manager, Board of Education Design Professionals, Inc. A Seismic Concern • Seismic/Blast Monitoring • Pre-Blast/Construction Surveys •Complaint Investigations Blasting Plan I Pre Blast Procedures for Ravi=a Brothers, Inc. Partridge Meadow II & Deming Hill Estates Revised Plan Submitted by Stephen W. Sibley Geologic Consultant August 15, 1997 Revised: November 30,1998 • 20 Hall Road, Ellington, CT 06029. 203-875-4773 * Beeper 1-800-352-4731 Ext. 07739 r Subject:Proposed Pre-blast survey procedure and blast plan to be implemented by Raviva Brothers Inc,for residential development 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 andior 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 USBA18507. 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 3/8 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"xl6"Cartridge Gelatin Dynamite, 40%/60%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 8-15-97 Diagram S6owingTypical Loading at Production COW= STE?v R G TO CONTAIN GAS PULSE(318 stonc) BEDROCK CO ATINEDYNAMITE 400/9 STRENGTH / ANFO(dry a dition) [aAULSION(wct condition) f A Seismic Concern • S&Mft/8last Monitoring+ Pre_Blast/Constnwtion Surv"•Complaint Investigations Stephen W. Sibley E&cadox: TIM Wt It"or C"aecticnt. Storrs CT. Baebdor of Science Studies,Geology,September 1991 -May 1995 BGS Pmlpm in Blasting Geology and Seismology.September 1996 A4or Areas of Studv:Engineering Geology,Structural Geology, Hw"ical Geology,Sediment and Strdtigraphy, Determinative MbMWOM Crystallography,Marine Geology,Geomorpbology, USGS Field Geology School. Related. Analytical Chemistry,Natural Rtsout+ee Management,Soils. Work Evffh"wr= A CalKern 20 ROD Rod,Ellington CT. Bhns ft sad construction related czbration consulting. Cu=ntiy providing geotwhaical support for site investigation,and went of vibration for BL*csiee Arpia Chapman Project for improvements to the Bargh Dam,located on the Mmm Reservoir in Stamford,Ct.(O'Brien and Gem Engineers,J&J Blasting)Recent installation of water tanks,roadway, and pump station for Connecticut Water Company,(in conjunction with Rsviaa Bros..Mather Corporation,Wood Coon)Rzth surveys and monitoring provided on and for proximal structures,ranging from historical mdderoes to existing water and filtration tails.Other projects,prelpost aonMucuOn survey with associated Ozagage(crack monitoring)application, for denting installation proximal to City of Middletown Public Works Facilities,for George A.Tomasso Construction. Numerous mmcvs and monitoring performed for Ratiizza Brothers Drilling and Blasting,with a variety of special considerations,including stringent vibration constraints for 6laeting near mainframe computers. Pr=Mt Reyia�Nmlbera Dui ft and Bleating 29 l.sn rd Doors,Berlin CT. Assistant Director of Blasting Services. All aspects of blasting,including develop meat of blasting plans,estimating,vibration monitoring,and prdpost UbW eoMsuuc Lion survcys. Tasks include Safety Director,exptoswe use and ptttper handling training for employees,and►mmntory management. tssat�s A Seismic Conce 1 • Seismic/Blast Monitoring •Pre-Blast/Construction Surveys•Complaint kwestigations Dyno New F—Ailmd 49 West Stract,Middlefield,Cr. Blasting Assistant. Hands on experience in blasting in a large quarry environment. Experienced in manufacturing of ammonia nitrate fuel oil blasting agent. United Stags Navy Electronic Warfare Technician All aMMU of the nee of the clectromagOWC spectrum in a combat eaviraeilnent,and technical t ppett. Arms of operation include Northern Europe and Asia,the Mediterranean,and the Persian CmV Conflict. Held rank of First Class Petty Omcer(Surfaoc Warfare Qualified) upon honorable discharge. Veteran of a Foreign War. Deama or 1"o-may 1"I ftaxizadox: 18te"46"d Society of ZXVWve Engineers.Bird or Dirwtom Affd adow Connecticut Valley Chapter. Member,Board of Directors,Connecticut Valley Chap a. Chair of Technical Committee. Responsible for presenting and interpreting technical aspects and advances in regard to blasting and associated peripberals. Geolak Socid_ y of America Member r since 1992 PrOmsiOnd RRYb=Brothers.DdMny and Rigging References: Alvin Ravb7a.Vice President The Georre A.Tema=Contraction Corporation Chuck Downie, Projects Supervisor Connecticut Water Company Craig Pala,P.E. ,Field Engineer 20 Hall Road. Ellington,CT 06029.203-875,4773 • Beeper 1400-=4731 Ext.07739 RECEIVE ? i DEC 4 1998 esign ■ rofessionals, inc, SOUTH WINDSOR PLARMP f 5- T. Civil Engineers • Planners • Surveyors • CIS Supplemental Hydrolo is Study of Deming Hill Estates Subdivision — Sections 4 & 5 Deming Street South Windsor, Connecticut Project No. 90-514 ®F C®lyl�,F J• AR •C p {r 9 # i No. 9 � s A ST6Rtiq G NAL� December 3, 1998 C T � Table of Contents Proposed Drainage Basin Maps—Section 4 ....................................................................1 Proposed Drainage Basin Maps---Section 5 ....................................................................2 Proposed Storm Structure Drainage Basin Characteristics...............................................3 Proposed Gutter Flow Characteristics...............................................................................8 Proposed Storm Pipe Characteristics...............................................................................12 Sedimentation Basins' Volumes......................................................................................18 Appendices: Chart 1 -Flow Characteristic Curves Chart 2 -Rainfall Intensity Chart Chart 3 -Nomograph for Determining Time of Concentration Chart 5 - Hydraulic Capacity of Grate Inlet in Sump Chart 6 -Headwater Depth for Concrete Pipe Culverts with Inlet Control Chart 6.B - Values of Hydraulic Elements of Circular Section for Various Depths of Flow t f � l4- - -Dr-atn.aj 0�5,16 83 wimpar V. ........... wd N- jell i 'm 11 jli i :: � 1 ------- - �c 11f - --- --' 1 1 f - `. 1 , X, •` i •► r•! o�/o IL ---_ / 11 WAME�t CMW COMPAWr -��'•� - -- ---;---4•--=�- ,•�� ROFESSIONALS INC. ...... engineers planners surveyors ' 165 South Satellite Ro gis South Windsor, CT 06074-3474 r } III • 1 • • 1 . / - rl��� RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q ��- - STRUCTURE acres chancie cfs D.U3 0 9 D,0 0A7 0.;��12 Lamm 0,;4 aoS 14 4. 1 �Z 0 .3-7 CbJI (v b.l D.q , I� .� 6,02 59 e n n O.o I ?7 �f 3 1 1 Ir Q. D8 10. 9 .D 0 0101 2 ,Oq oa La. n I t 0•0SCA2. 0. 14 lop Im, 1 . 0 0,61 -3. I .zl 031�2 awn 0,45;, 26 .+Nn 0 AL/ 3 3 2 o.iE D. II , n D o► D, J LAWri 0, 07 oo law n 1 . 5 0,07 X G I I -, o." � wvr� IL 0,04 17 civil engineers planners surveyors gls /, esign Project: �'G1�� ��N 4 Proj.No.: 0 -�14 rofessionols, inc. Calc.by: ,Date: ►I d Chkd by: Date: i 165 South Satellite Road,South Windsor,CT 06074 (860)291.8755•FAX:291.8757•e•mail:dpicivll®aol.com RATIONAL METHOD IL)Nr BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE acres change cfs IOZ O. I� r,• "? , 1Z I2� m 2 .S p2. 2 012 E .07 o. I . 10 0,01`7 ? 10 L,,aw n Zo•15> b. 13 -0.� 0. 12 4 b d.n2 a.o D IC:5) I &o zs �.0 2 Lv 7 D. 2-3 14-D L' -fA-w n a,o �.�Z U��%�a Q•t��v Z 4,�- 1 .Ca7 ctvil engineers • planner surveyors pia e ign Project:DP5, 15 c4i'6n �' Proj.No.: q u.rj14 rofessionals, inc. Calc,by: l/ Date:14��Chkd by: Date: i 165 South Satellite Road,South Windsor,CT 06074 (860)291.8755•FAX:291.8757•e.mail:dpicivll*aol,com RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE (acres) chan a cfs 4�-­A5> 10.0b a 0 2 &w o 0,o 1 4,4 0 0.016 '2- 0.22i 4 3'�.5L&W n 0,071142 r') 2— . c> 0. 2Ter,At_ 15 -, D 2 1� �1 0 . 17 °I t�p I I D 2. .0 0.01 2 0, 2-I 0,M2 LOUVO 0 ,07 LA tl4 In I , 5 0,019 10 DI 0.1 0.0b 1 ZD 0. Did a. , cYrkI'll n. I Zoy.• 1 ��, 1, T�> D,DI 3 4. 1 0•&, (abFNM�D 0 21 D , , I 5 S (J,DI� 5 6 d, 4 1 10 L ,Wn - 0,022- II clAl engineers • planners • surveyors gls P n e i Project: �- -"_ ���C IGx j � y-�514 g . j SPro .No.: rofesslonals, Inc. Calc.by:2_Date: I Chkd by: Date: i 165 South Satellite Road,South Windsor,CT 06074 (860)291.8755•FAX:291.8757-e.mail:dpicivll®aol.com RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE acres change cfs a I� 2 ern n,DI 5 to -� � L"rI 0.Z rl 2 D,OZZ I 0.03 .o►i 2• 0.23 D D.D8 n ► ► 4, 0.47 G � m 0 o n �.-1� .v3�,ob .� .24 0.07 OLO t� I� . 14 ZS .44- DI 2 7IT 3.2 1, Z G�#�ilo b D,q 2.z.�.� Q.DI �•�s = � 2 I Uv Lawn 2- oZ. civil engineers planners surveyors gis Pe�sign Project: ��-�� ^ ���.r1'� Proj,No.: 4o-I5:-44 rofessionels, inc. Calc.by: Date: 12 3 Chkd by: Date: i 165 South Satellite Road,South Windsor,CT 06074 (860)291.8755•FAX:291.8757•e-mail:dpicivll®aol.com - v-tku re S p-ro p? fed. a n :�3 RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE acres change cfs 4,0 D. 35 L4arl 1 , I s Sao lOrA 1, 2.� 3,0 n , 22 � a = G210 LS s - o.i"D 25 I ea= Pr e-ed clWl engineers • planners • surveyors 913 eslgn Project: Proj.No.: rofessionols, Inc. Calc.by:2iLH Date: IZ Chkd by: Date: i 165 South satellite Road,South Windsor,CT 06074 (860)291.6755•FAX:291.8757•e•mail:dpiciviloaol.com TOWN OF SOUTH WINDSOR GUTTER FLOW ANALYSIS FORM 2.1 PROJECT DESIGNED BY DATE � � 5?�an4 �44 111j)0, � STREET W FIRM CHECKED BY SHEE NO IMP 1 7 NISVB HDIVO DN1831N3IV 131N1 JNISSVdABIV 'O I I 131N1 ONISSVdA9 0 I , ( 1 I MOl3 30 H1OIM 8311ng 1V a MOIA 30 Hld3a — 8301nOHS d0 _ 3dOlS SS080 C O G � 8311ng 30 3aVa9 0 0 0 ® o o O 131N1 01 0 m r _ — O � AIISN31NI 11VANIV8 m O � r d' Ui co M M M IV 1V101 — IV 30 Wf1S 1 ( I 1 I — O O O 4 I Qs 1N310133300 3JONnN v S383V NI V38V Q Q 131NI 01 3YV11 a 13S330 ONV _ S S -So N011V1S 131N1 ' 4 ova ��o�■ ■�a��e� Structure Grate Al Total Al Intensity Q Grade of Cross Depth* Width* Depth Q bypass Q entering Al Al [in/hr] [cfs] Gutter Slope at gutter [ft] at grate [cfs] [cfs] bypass entering 1fpq CB#66 Single 0.37 0.37 4.1 1.52 0.025 0.031 0.18 5.0 0.11 0.55 0.97 013 -"0-.24 CB#64 Single 0.14 0.27 5.0 1.37 0.020 0.031 0.18 5.1 0.11 0.50 0.86 0*10 0.17 CB#63 Single 0.45 0.55 3.3 1.82 0.020 0.031 0.19 5.4 0.12 0.72 1.10 0.22 0.33 CB#62 D-Type I (sag)** 0.37 0.59 3.5 2.06 0.020 0.031 0.17 5.4 0.06 0.00 2.06 0.00 0.59 CB#65 Single 0.38 0.38 4.4 1.67 0.020 0.031 0.19 5.4 0.12 0.66 1.01 0.15 0.23 CB#62 D-Type I (sag)** 0.36 0.51 3.8 1.94 0.020 0.031 0.16 5.1 0.05 0.00 1.94 0.00 0.51 CB#67 Single(sag)** 0.36 0.36 3.8 1.37 0.010 0.031 0.13 .4.2 0.07 0.00 1.37 0.00 0.36 CB#68 Single(sag)** 0.16 0.16 4.1 0.66 0.010 0.031 0.11 3.5 0.05 0.00 0.66 0.00 0.16 CB#69 D-Type I (sag)** 0.59 0.59 3.2 1.89 0.020 0.031 0.16 5.1 0.05 0.00 1.89 0.00 0.59 CB#70 Single(sag)** 0.18 0.18 4.3 0.77 0.010 0.031 0.12 3.8 0.06 0.00 0.77 0.00 0.18 CB#25 D-Type I (sag)** 0.38 0.50 3.7 1.85 0,020 0.031 0.13 4.2 0.02 0.00 1.85 0.00 0.50 (ex.CB#26) CB#75 Single 0.02 0.02 4.4 0.09 0.010 0.031 0.08 2.3 0.01 0.00 0.09 0.00 0.02 CB#76 Single 0.18 0.18 4.0 0.72 0.010 0.031 0.16 4.6 0.09 0.23 0.49 0.06 0.12 CB#78 Single 0.16 0.22 4.1 0.89 0.010 0.031 0.17 4.9 0.10 0.31 0.58 0.08 0.14 CB#80 D-Type I (sag)** 0.43 0.51 3.9 1.97 0.010 0.031 0.16 5.1 0.05 0.00 1.97 0.00 0.51 CB#77 Single 0.22 0.22 4.4 0.97 0.010 0.031 0.16 4.6 0.09 0.31 0.66 0.07 0.15 CB#79 Single 0.16 0.23 4.1 0.94 0.010 0.031 0.16 4.6 0.09 0.30 0.64 0.07 0.16 CB#81 D-Type I (sag)** 0.46 0.53 3.9 2.08 0.010 0.031 0.17 5.4 0.06 0.00 2.08 0.00 0.53 CB#1 9 Single 0.11 0.11 4.3 0.47 0.010 0.031 0.14 3.9 0.07 0.11 0.36 0.03 0.08 CB#1 7 Single 0.57 0.60 3.2 1.91 0.010 0.031 0.20 6.0 0.13 0.85 1.06 0.26 0.33 CB#1 5 Single(sag)** 0.05 0.31 4.7 1.48 0.010 0.031 0.18 5.7 0.12 0.00 1.48 0.00 0.31 CB#18 Single 0.08 0.08 4.5 0.36 0.010 0.031 0.13 3.5 .0.06 0.07 0.13 0.01 0.07 CB#16 Singl.e(sag)** 0.37 0.38 4.0 1.54 0,010 0,031 0.18 5.7 0.12 0.00 1.54 0.00 0.38 NOTE: Refer to next page for column formulas Chart 1-Flow Characteristic Curves(Straight Cross Slopes with Curb) Chart 5-Hydraulic Capacity of Grate Inlet in Sump TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2 PROJECT DESIGNED BY DATE 'q 9tI IL STRR^EET`A FIRM CHECKED 9Y SHEET No U✓11�I T ^ I �IN1I r [ � J lTI 'UI N ' 831VMOV3H AlIOVdV� 11n3 ''`� 1 ,L119013A 39V83AV a 3dOlS 0 0 o �} 3did d0 H19N3-1 A 3ZIS 3did \ JD N W31SAS Nl O OD -2� fDO AIISN31NI 11V3NIV8 4 W31SAS NI N oZ g IV jo nns oj Cl 0 IN I NISVB H31V0 9N12331N3 IV O 3YV11 031V1nnn09V 3did NI 3YY11 131NI Ol 3VII.1 cv N a(N 1N3Y493S 3N11 v � � Lu x TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2 PROJECT DESIGNED BY OAT Al STREET G n n FIRM_ ` CHECKED BY SHEET No ��1 831VMdV3H A110VdV0 11n3 AIIOO13A 39V83nV N _ N 3d01S O O 4 3dld 30 HdZ 19N3-1 2 1- O 3ZIS 3dld 0 9 A31SAS NI 0 m AlISN31NI 11V3NIVN 1`- M o M M w31SAS NI �' N Tv jo wns t° N cp d- a NISV8 H3lV3 9N18311413 IV N 3w11 031V1nwn00V 3dld NI 3Y411 131N1 Ol 3VIII 1N31(4193S 3N I-1 — WNI f�j . f� 1 111 - ��1���11111 1 � �I I�IEII 11 16 �1�1�1� iil TOWN OF SOUTH WIN DSOR STORM SEWER SYSTEM DESIGN FORM:2:.2 PROJECT DESIGNED BY DATE -�-� I 1 STREET FIRM CHECKED BY SHEET N* 0an'sa L.aAe U, �' o 831VMOV3H ,111OVdV0 11f13 AIIDO13A 39V83AV a 3dOlcsj S = C q 3did JO H19N31 NJ y- N 3ZIS 3did W31SAS NI O CD A-LISN31NI 11V3NIVU ►� �' W31SAS NI IV 30 "ns C) NISV8 H3-lV0 9NIN31N3 IV Q 3ri11 031vinrinooiv v -S 3did NI 3WI1 rn ' l 131N1 01 3YW11 a N -9 k) i 1N3YV93S 3N11 — k 01��1111�1�11111�111 1�1111 ��1�11111�1 �1�1111�1�1�1111'�1111 will e���� STORM PIPE INFORMATION Structure Q in system Pipe Size Slope n Area R Q full Qsys/Qfull Vfull VaveNfull* Vave 1cfs1 [in] [fpq 1cfs1 1sq Ift] /0] fps] CB#68 0.66 15 0.005 0.01 1.23 0.313 5.95 11.1 4.85 62 3.01 CB#67 1.98 15 0.008 0.01 1.23 0.313 7.53 26.3 6.14 - 82 5.03 CB#62 ----------- CB#70 0.77 15 0.005 0.01 1.23 0.313 5.95 12.9 4.85 66 3.20 CB#69 2.46 15 0.005 0.01 1.23 0.313 4.85 94 5.95 41.3 4.56 CB#25 4.46 18 0.005 0.01 ------!-1.77 0.375 9.68 46.1 5.48 97 5.31 CB#24 T 7.04 18 0.016 0.01 1.77 0.375 17.32 40.6 9.80 93 --- 9.11 FE#2 C B#66 0.97 15 0.02 0.01 1.23 0.313 11.91 8.1 9.70 107 10.38 CB#64 3.24 15 002 i 0.01 1.23 0.313 11.91 27.2 9.70 83 8.05 CB#63 3.7 15 0.03 1 0.01 1.23 0.313 14.58 25.4 11.88 8-1 9.63 - - CB#62 7.36 15 0.01 0.01 1.23 0.313 T8.42 87.4 6.86 113 7.75 CB#60 13.5 18 0.022 0.01 1.77 0.375 20.31 66.9 11.49 110 T 12.64 4-- CB#61 13.59 . . ..8 0025 001 177 0375 1 21.65 62.8 12.25 108 FE#3 13.23 CB#65 1.67 15 0.01 0.01 1 --- ---- - ---'.23 0.313 8.42 19.8 6.86 76 5.21 CB#64 ------------ ------------ .... ....... CB#75 0.09 15 0.01 0.01 1.23 0.313 8.42 1.1 6.86 29 1.99 CB#76 1 1.16 15 0.01 i 0.01 1.23 0.313 8.42 13.8 6.86 67 4.60 ..236 15 0 CB#78 065 0.61 1.23 0.313 5.95 39.6 4.85 92 4.46 CB#80 6.36 18 0.025 0.01 1.77 0.375 21.65 29.4 12.25 85 10.41 CB#1 9 13.54 18 0.01 0.01 1.77 0.375 13.69 ...... ---------- 98.9 7.75 115 8.91 CB#18 13.76 18 --- -- 0.005 0.01 1.77 0.375 9.68 142.1 5.48 115 6.30 DMH#1 13.76 18 0.007 0.01 1.77 0.375 11.46 120.1 6.48 115 7.46 FE#1 -------------------------- CB#77 j 0.66 15 i 0.01 i 0.01 1 1.23 0.313 8.42 7.8 6.86 54 3.71 CB#76 79 0.64 15 0.01 0.01 1.23 0.313 8.42 7.6 6.86 .. .......... .......... 54 3.71 CB#78 CB#81 2.08 15 0.01 0.01 1.23 0.313 6.86 8.42 24.7 -- ---- -- 81 5.56 CB#80 CB#16 1.54 15 0.005 0.01 1.23 0.313 5.95 25.9 4.85 82 3.98 CB#17 CB#15 6.88 18 0.0251 0.01 1.77 0.375 21.69 31.7 12.28 87 10.68 CB#17 8.06 18 0.0191 0.01 1.77 0,375 18.92 42.6 10.71 95 10.17 CB#19 -Values-i of Hydraulic-Elements of Circular Section for Various Depths of Flow *"'Proposed pipe,handles the project6d flows. D:\JOB\95837\STMPIPE.xls 11 860.291 .8755 esign rofessionals, Inc. Civil Engineers • Planners • Surveyors - GIS 165 south satellite road - south windsor - connecticut 06074 PROJECT NAME: 2 HE ,,, S-eL ankz- 4; `j DATE: 12 daft) PROJECT LOCATION: �r?�m j ,�,� tom.6u4ti w i nd-, � PROJECT No: q 54 i1 -- {{ - - - - - - TM _ __ _ 4 � t - � st, 2.� ---- - - - ................ ---------- .......... ........... n.rn - ; : - z-1 _ - 4-4 - - _ _-__- . _ _ -------------- ---------- i•Si•M■■i■ME■■■i•11101=ME■a■NNE■■i•i•%In■■■i0 ME"■i//.W�A�///RA■ ■olgiiiIIIIII�■ plop-pppo%�yy11111/,' %/.:%%►1111 ��i•�■ ■��■■■ /■t/_2/!:i//I/P4y��i■%/■iU%%/r►:/III/Iititai■ i•i•��■/■■���■/III%�'I/i%r%ii����■■%%I/%%�Lr/II/i•�■>ar■ milli ■■i■■i■��■■���■��sr,err..c�.s■■■��■�■�■���i�►.rArk�.�■r��.■s ���M■■ �i♦Im/-2ilp. l est%M�i S ..% �a■■�i>■■■��/ii//.I./�a�■%■�i•ri•�Oiti■ Ra0CilC'r.: `/Jis�■■i0M■%■00■■■si•//.//%/,%I.AM,/it' t�i•mommi■ • ► rm r rrr ► r ► • . , '� _'�' ;;:%1111����111111111,//%%%i►111 Ilt����llll .i� .■ram i■���■��■■■��■��IMMI■■■ ' �iri■■■■/it■■■i•i•�it■■■■��■■iI//.//././.%I■■/fit■i�i•i•�■■i■ •. ' ���t■s■��■■■t■������t■��%II///%III.//■■i>�■■l�i•i•��%i/ ; , 1 IIIIIIIIIpm .. low Illm WON%i!:!.i% Owl%'d■I11 Illlll001 NO I 10@001: %�illll •• ■��%�/% IAA/i/it� =mooni0 eau, 2 III I Il��il 0111111111����1111 Y RAINFALL INTENSITY CHART IN INCHES PER HOUR HARTFORD , CT MINUTES STORM (YRS) 5 6 7 8 9 10 11 112 113 14 115 16 17 18 19 120 121 22 123 124 25 126 27 28 129 30 31 32 2 4.1 3.8 3.6 3.4 3.2 3.1 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.3 2.2 2.2 2.1 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.7 10 6.2 5.6 5.4 5.3 5.0 4.7 4.5 4.4 4.3 4.1 4.0 3.9 3.8 3.7 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.0 2.9 2.9 2.8 2.7 2.6 2.6 25 7.1 6.7 6.4 6.1 5.7 5.6 5.4 5.2 5.0 4.9 4.7 4.5 4.4 4.3 4.2 4.1 4.0 4.0 3.9 3.8 3.713.6 3.5 3.5 3.4 3.3 3.2 3.2 50 7.7 7.4 7.0 6.7 6.5 6.1 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.7 4.6 4.5 4.4 4.3 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.6 PTO8.4 8.0 7.6 7.3 7.0 6.8 6.6 6.4 6.2 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 4.0 3.9 .3.8 MINUTES STORM (YRS) 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 2 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 25 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.7 2.6 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.1 50 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.5 2.5 2.4 2.4 2.4 2.4 2.4 2.3 100 3.8 3.7 3.7 3.6 3.6 3.6 3.5 3.5 3.4 344 3.3 3.3 3.2 3.2 3.2 3.1 3.1 3.0 2.9 2.9 2.8 2.8 2.7 2.7 2.7 2.7 2.6 2.6 CHART 2 January 1 55 4000 z 3000 50 O 2000 45 40 1000 900 35 Soo of W TOO 600' z 30 500 y PAVED W _Z 400 0.90 y z 25 > _4 O W 300 0.80 0 p` f- W > ti. Q w a o: 0.70 w Z a 200 RARE Solt 0.60 \\ v 20 _ "N. 0.1 w O U. a t� �. POOR GRASS 0.45 O �\ O z SURFACE _ J �+- W H \.Q.5 q) O J 0.35 z \ w AVERAGE GRASS W�Q 15 1 SURFACE 0'3Q U I.O W 90 `� — tv\ H 80 `` 0.20 u- 2.0 F 70 DENSE ORAS� O.`_O W I� � J 60 ��=k4 5 v� \ z *pr50 a. v r 10.0 W \` - 20.0 40 \ 10� 30 9 8 20 7 6 W z 10 5 EXAMPLE 'A' > EXAMPLE �8' _ 4 LENGTH: 700 FEET o. LENGTH: 100 FEET PAVED DENSE GRASS SLOPE: 1.0 % SLOPE: 6.0 % TIME: 10 MINUTES TIME : 13 t/= MINUTES TOWN OF SOUTH WINDSOR NOMOGRAPH FOR DETERMINING APPROVED STANDARD DETAIL TIME OF CONCENTRATION .IANUARY, 1991 (CHART 3) REVISED: PUBLIC N011K• DIRECTOR 6-CURB—+ •a WIDTH F to CURVE (8) ujsI fill . fir U. e W e LENGTH a 6 (Lb) x C7 4 P= 28+ Lb W A = AREA OF CLEAR OPENING IN GRATE p 3 a —TO ALLOW FOR CLOGGING, DIVIDE P OR A BY r - - --- -- - 2 B Q 2EFORE OBTAINING d. ; WITHOUT CURB, P= 2(8 + Lb) o v " USE CURVE (B) FOR DEPTHS OVER GRATE MORE x THAN 0.8 FT, a 1.0 W 0.6 USE CURVE (A) FOR DEPTHS OVER GRATE LESS a 0.4 THAN 0.8FT. 3 4 6 e 'r e 910 16 to DISCHARGE PER SQUARE FOOT OF EFFECTIVE CLEAR OPENING 0.8 CURVE (A) 0.6 W .00.0010 r w U-0.4 Z cc oo� 0.2 H q r; (X J 1 W > " a W 3 0.1 o a W u- r,2( _ •0� 0.1 01fp 0.2 0.3 0.4 0.6 0.0 0.70.00.91.0 1.6 E 3 :( DISCHARGE PER FOOT OF EFFECTIVE PERIMETER TOYIfN_::OF SOUTH WINDSOR HYDRAULIC CAPACITY OF APPROVIED STANDARD. DETAIL ORATE INLET IN SUMP -.J'4ANIJARY, 1991 (CHART . S) R[Vt6ED: PUBLIC t1lORKt1 DIRlCTOR 180 10,000 168 8,000 EXAMPLE ( I ) ( 2) ( 3) 156 6,000 0:42" (3.5 FEET) ' 6• 144 5,000 Q° 120 C.F.S. 5. 132 4'�O HW HW 6. 5. 3,000 D (°) FEET 4 5. 120 ( 1 ) 2.5 8.8 4. 2,000 108 ( 2 ) 2.1 7.4 4. - 3. (3 ) ;2.2 7.7 3' 96 1,000 (°) 'D' IN FEET 3• 800 84 —-► 600 2 500 / 72 400 // 2. cn IllE _ = 300 '�-�j 1.5 1.5 Z 60 �- 200 / // °C w 1.5 Z 54 Z w O 48 / a so z a w/ - J 42 Q 50 (SCALE) ENTRANCE TYPE a I O L0 = 40 w I.0 U 36 U ( I ) SQUARE EDGE IN O tL 30 HEADWALL 9 9 O Ir 33 0 20 ( 2 ) GROOVED END WITH H 9 w HEADWALL 3 30 .8 F' 8 w ( 3 ) GROOVED END Q .8 27 PROJECTING w Q 10 = 24 8 •7 7 .7 6 21 5 4 3 18 ' '6 .6 6 2 15 1.0 1 .5 5 .5 12 TO USE SCALE (2) OR (3), PROJECT HORIZONTALLY TO SCALE (1), THEN USE STRAIGHT INCLINED LINE THROUGH D a 0 SCALES, OR REVERSE AS 10 ILLUSTRATED. TOWN OF SOUTH WINDSOR HEADWATER DEPTH FOR CONCRETE APPROVED STANDARD DETAIL PIPE CULVERTS WITH INLET CONTROL JANUARY, 1991 (CHART 6) R[Vlt[0: PUBLIC WORKS DIRECTOR o: Cros-i- ecf%uruv _ _ For pipes full A ores of wcderwoy - �. -r�----- --'�.- - — or half-full - -`- — �c - welled perr'me ter �' R 4 R c P =Hydrocflic radiu3 c,t_CTION OF AN`f OPEN CVAAN". r_ SECTION OF CIRCULAq PIPE =A�ercy1e or meow veloci/y in feel ocr scconl. = a V-Dischcrge of pipe or chonnel in cubic 1•eet per scc-oncd Cc. As.). 7 = Coefficient ot'rouyhress ofloipe or chonnel surfocc , see Tab/e A-R�.18-68. S =Slope of /Yydrou/ie Gradient CA-C&1-.surfocc in open cfionneJs or Pipes not u17dir�vressuAe, soirt os slope of c'h017nC! or pipe invert on/y when f/ow is vni/orrn in Con3tc17t sCCHOn. '{(.-3. A- HYDRAULIC EL MENT5 OF CHANNEL SECIjoNs. too - 90 21 80 -- ---- --�. z ,o - -- LU -0 ._- 60 i y so ---- --- - --- - J , L 40 - mvf4530 --- j Zo - - - - - ----- -- — u 10 - -' - -- --- — - ---?- ---,- - --- -- -- ot��w.I..._,_,...._....._�. 1...4._.. O 10 20 .30 d0 !POr. 70i 80 90 too 110- U o � (� HYDRAULIC ELEMENTS 4 P.E-R-CENT OF VALUE FOR FULL SECTION (APPROXIMATE) � Ma - G'iva s .;Dischveye =/Z c fs. o piFc w/iich hcs apoci/y f/c�iv n9 Fu// /S C.As. pt C -ve%'ci/y c•` 70 /2 c.f S. Oercnnfc�,r of fu.:' dsc.4o. • -- If`' r-f 030 � 3 of�aloe • �' //5ccfien of f/ydrou/ic E/err-c-_n/ ll*^d Y-/,T-s%x7- -'3 e:O-VALUES OF HYDRAULIC ELEMENTS OF CIRCULAR SECTION FOB', V:orl,10US 0EPTHS QF PLOY. Aj 40WN aaa _ v t� ~ � V&U&ot n o 1540 SULLIVAN AVENUE• SOUTH WINDSOR,CT 06074-2786 �NasoR•co AREA CODE 860/644-2511 FAX 860/644-3781 December 9, 1998 CERTIFIED MAIL Town Clerk Town of Manchester 41 Center Street Manchester, CT 06040 Dear Madam/Sir: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning & Zoning Commission applications that could affect the abutting town, we hereby notify you of the application submitted by Clark Realty. The applicant requests an open space Resubdivision to create 21 additional lots on the southerly side of Deming Street, northerly of the Manchester Town line, AA-30 zone. This application is tentatively scheduled to be heard by the Planning & Zoning Commission on January 12, 1999 at 7 :30 p.m. in the Council Chambers of the Town Hall . If you have any question, please feel free to contact the Planning Department at 644-2511, ext . 253 . Very truly yours, Michele R. Lipe, AI5 Assistant Director of Planning MRL/dlw GpQ Capitol Region Council Of Governments 241 Main Street • Hartford, Connecticut • 06106 /•QQg Telephone(860)522-2217 • Fax(860)724-1274 4� �VFRNMENZ SUBDIVISION REFERRAL FORM FOR: NOTIFICATION OF PROPOSED SUBDIVISION AT MUNICIPAL BOUNDARY MEMBERS FROM: (XX) Planning Commission ( ) Planning and Zoning Commission of South Windsor Andover (Municipality) Avon TO: Capitol Region Council of Governments December 9, 1998 Bloomfield Community Development Department Bolton 241 Main Street (Date) Hartford,CT 06106 Canton East Granby Pursuant to the provisions of Section 8-26(b)of the General Statutes of Connecticut,as amended,the following East Hartford proposed subdivision is referred to the Capitol Region Council of Governments for comment: East Windsor The :ro osed subdivision entitled naming u;1 i IfP P 1;states Sectinn a IV & Ellington containing 105 acres being subdivided into 21 lots... Enfield Farmington ( ) will include or abut land in the (XX ) will include or abut land in the following Capitol Region Munici- following towns in adjacent regions Glastonbury palities Granby Hartford Name and Mailing Address of the Subdivision Applicant is: Hebron Cl rk gpnl tg, ASA F11 ingtnn RA a cnuth Windsor, CT Manchester Additional Comments: Marlborough Newington Rocky Hill PUBLIC HEARING,IF ANY,IS SCHEDULED FOR: January 12, 1999 (Tentatively) Simsbury (Date) Somers South Windsor MATERIAL SUBMITTED HEREWITH: Suffield ( X3 Application Form ( ) Street&Utility Plans and Profiles ( ) Other Specify Tolland ( ) Topo Map ( ) Site Location Map Vernon West Hartford (FOR USE BY CRCOG) Wethersfield �-1 Date Postmarked �//• of �.���� Windsor Date Received (Authorized Signature) Windsor Locks Received By Title File Number Address /T Yo V& //iria�, Sandy F.Klebanoff, CRCOG-1/97 Chairman Richard j.Porth, Executive Director A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the towns and the region • Town of South • • Plannin • Department Memo To: Peter DeMallie From: Marcia A. Banach, AICP, Director of Planning Date: 12/15/98 Re: Deming Hill Estates Phases 3 &4 Planning Dept. review comments: ✓'1. Zoning Data Table: Note that lot coverage and impervious coverage were eliminated in residential zones. 2. Plot plans: ♦ Identify easement between lots 68-69 �/ ♦ Private easement needed for footing drain to cross lot 69? ♦ Show"typical'setbacks dimensioned 3. Landscaping plans missing / 4. Note that on lots 36 & 72—deck or building expansions severely limited by yard setbacks if houses are positioned as shown when lots are sold •Page 1 C-06 pEGION, •Capitol Region Council Of Governments 241 Main Street•Hartford•Connecticut•06106 oog Telephone (860) 522-2217 • Fax(860) 724-1274 Cl Stephen T.Cassano, Chairman FpNMEW Richard 1.Porth,Executive Director December 18, 1998 MEMBERS PLANNING AND ZONING COMMISSION REPORT ON ZONING REFERRAL Andover Town of South Windsor 98/138 Avon COMMISSIONERS: Bolton Bloomfield 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- Canton 3(b)of the Connecticut General Statutes, as amended. East Granby East Hartford This referral involves proposed subdivision entitled Deming Hill Estate Section IV&V containing 105 East Windsor acres being subdivided into 21 lots, abutting the Town of Manchester. Ellington Comments: Enfield 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 Farmington neighboring towns. Glastonbury Granby Questions concerning this referral should be directed to Linda Osten. Hartford In accordance with our procedures this letter will constitute final CRCOG action on this referral. The Hebron public hearing date has scheduled for January 12, 1999(Tentatively). Manchester Marlborough DISTRIBUTION: Newington Planner: South Windsor,Hartford, Windsor,E. Windsor, Respectfully submitted, Rocky Hill Ellington,Vernon,Manchester,E. Hartford Daniel Methot, Chairman Simsbury Somers Timothy Fitgerald,Vice Chairman Regional Planning Commission South Windsor Suffield C Tolland Lida Osten Community Development Planner Vernon West Hartford EC E I VED Wethersfield Windsor DEC 99. 1998 Windsor Locks oBPP A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the towns and the region C' rl MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 23, 1998 RE: Deming Hill Estates Sections 4 & 5 - 98-68P We have reviewed the drawings dated December 1, 1998 for the proposed Deming Hill Estates Subdivision Sections 4 and 5 and have the following comments: General 1. North arrows should be placed on plan and profile sheets. 2. Sidewalks are not shown on proposed roads. 3. The sanitary laterals, footing drain outlet pipes, water line house connections should be identified such that they can be distinguished from the rest of the line work. 4. Inverts for sanitary laterals are required at connection to sanitary main. 5. Marisa Lane and Justin Way are not approved road names. Sheet 9 1. Another catch basin is required in the cul-de-sac on Justin Way. 2. PCB66 is too close to the proposed driveway apron for lot 74. 3. Cleanouts are required for the sanitary laterals for Lots 72, 73 and 74. 4. Pipes from PCB63 to PCB62 and CB25 to PCB69 are too close to the proposed ROW line. 5. Sanitary manholes 14, 13, 12, 11, 10 are shown as proposed. These were installed with Phase 1. 6. PCB61 should be a sedimentation structure. 7. Back water valves should be placed in footing drain outlet pipes for houses on Justin Way and Gilbert Lane. Sheet 10 1. Another catch basin should be placed on Loomis Road opposite PCB81. t M 2. The existing temporary cul-de-sac on Loomis Road should be shown as to be removed. 3. Backwater valves will be required on footing drain outlet pipes for lots 68 and 69. 4. Pipe from PCB80 to PCB78 is too close to the proposed Row line. 5. Sedimentation Basin No. 1 and CB's 16, 18 and 19 are shown as proposed. These were installed under Phase 1. Sheet 11 1. Another catch basin should be placed in the cul-de-sac on Marisa Lane. Sheet 12 1. Profile indicates that the grading at the end of Gilbert Lane will be temporary and that the top of frame of PCB60 & 61 are at temporary elevations and will be lowered in future. These should be built to proper elevations and the area graded to them. Sheet 13 1. Slope of proposed road not shown. 2. All writing on plan is upside down. 3. Profile does not show the cross slope on Gilbert Lane. Sheet 19 1. There is a "cross section" and "front elevation" of a structure shown, however no identification as to what this is or where located. 2. General notes should indicate where back water valves are required in footing drains. Sheet 20 1. Details for"Typical Roadway Section" and "Bituminous Concrete Lip Curb Section"are not the current Town standards. JCl/sfg PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas d, Bill Lannin John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula� FROM: Marcia A. Banach, AICP, Director of Planning The Plannin & Engineering Departments have received plans for the following project: ell,.orb � � -,-r�.-�-�-; /aI.�,J� c..2`,: �:�., 116 Location: 4541, cj. ❑ Site Plan D'Subdiv # Acres I G 5 Zone ij ❑ Industrial ❑ Commercial C/ Residential # Lots/Units Water: ❑ Public ❑ Private Well Sewerage: ❑ Public ❑ Septic system(s) Project Description: Future Town-owned property involved? 0--yes d No ❑ new street(s) ❑ new detention area Llnne�ew open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment by /z/4 `i g (feel free to use this form); return to Planning Department. Thank you. '5r Df- MEMORANDUM DATE: December 23, 1998 ,/ TO: Marcia Banach, Jerry Iazzetta FROM: Mel Stead �✓1/� RE: Deming Hill Estates—Sections IV and V Here are some comments on this proposal: ■ Gilbert Lane could cause some confusion because of no continuance. ■ There are no fire hydrant locations shown. We need to keep them back beyond PT's or PC's at intersections to avoid conflict with snow removal. ■ There were no light post locations. Again, they need to be far enough back from intersections to facilitate snow removal. ■ Sanitary flows into Manchester. ■ Marisa Lane cul-de-sac needs another catch basin to insure no water gets trapped along curb. ■ Gilbert Lane catch basin 69 to 70 may be a water line conflict. ■ Both Marisa and Loomis near their intersections may need blasting for storm and sanitary. Back fill and compaction will be critical. ■ Should put north arrows on plan and profile sheets for orientation. MCS/gh v,. STEPHEN T.CASSANO,MAYOR �`x� � � L V wn o Manc�i esker JOSH JOSEPHD.NEGRI,SECRETARY z b d® do®- 41 Center Street•P.O.Box 191 DIRECTORS �•®� gj� ae . TIMOTHY H.BECKER Manchester, Connecticut 06045-0191 THOMASP.CROCKETT EDWARDHACHADOURIAN JOAN E HUMPHREY-McMAHON JAMES E.MORANCEY RICHARD J.SARTOR,GENERAL MANAGER CLIFTON E.THOMPSON December 29, 1998 Ms. Michele Lipe Deputy Planning Director Town of South Windsor Planning Department 1540 Sullivan Avenue South Windsor, Connecticut 06074 Dear Ms. L' We received notification from Design Professionals, Inc. regarding Deming Hill Estates, Section IV and V. Our town engineering division has requested a copy of the revised calculations and drainage area maps if the proposed project involves modifications that will affect the stormwater calculations for the previously approved subdivision. Our water and sewer department has requested a set of plans. Please forward the information to me and I will pass it on. Thank you and best regards for a happy and healthy new year. Sincerely, 4nn Pike DiSanto, AICP eni Planner LPD:cp U:\LYNNE\LETTERS\DEM1NGBL.WPD An Equal Opportunity Employer H`S�wN aF1 v <� " �-� ale SotdA .C1 • U 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 '�OsoR.co AREA CODE 860/644-2511 FAX 860/644-3781 Date: December 29, 1998 To: Design Professionals 165 South Satellite Road South Windsor, CT 06074 From: Jeffrey H. Folger Zoning/Wetland Officer Town of South Windsor Re: Review of Deming Hill Estates Subdivision, Sections 4 and 5 - Plans dated 12/3/98. Appl #98- 68P I have reviewed the proposed plan with the following comments: 1. The profile of the bottom of the proposed detention basin adjacent to the Justin Way/Gilbert Lane intersection should be shown and the topsoil detail be changed to include 12"of topsoil composed of a 50%compost mix. This will provide a much higher organic medium for germination of the proposed seed mix. This topsoil detail should also be used for the expansion of the existing basin. 2. The proposed seed mix for the wet portion of the basins should include a 20%mixture of fox sedge or broom sedge. This will add diversity to the seed mix. The sedges surpass canary grass for wildlife value and drought resistance. 3. Erosion controls should be installed within the existing detention basin to minimize sediment migration generated in the construction of the expansion. 4. Details showing the present limits of the existing basin and expansion should be shown. cc. Town Engineer Town Planner IWA/CC Wit. Xz� iL') tiF MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 30, 1998 RE: Deming Hill Estates — Section 4 & 5 We have reviewed the"Supplemental Hydrologic Study" dated December 3, 1998 for the proposed Deming Hill Estates Sections 4 and 5 and have the following comments: 1. Gutter flow analysis shows two CB #62's. It looks like one of these is CB #67 but there is already CB67 shown. The gutter flow analysis for these structures should be checked by the applicant's engineer as they do not appear to be correct. 2. Page 17, Storm Pipe Information — the flows from laterals and existing storm drains do not appear correct. Also pipes shown for CB #19, CB #18 and DMH #1 appear to have flows that exceed their capacity. The applicant's engineer should check on these. ICl/sfg MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 1, 1999 I�n RE: Deming Hill Estates Sections 4 & 5 - 98-68P We have reviewed the revised drawings dated 1/26/99 for the proposed Deming Hill Estates Subdivision Sections 4 and 5 and have the following comments: General I. Sidewalks are not shown on proposed roads. 2. Marisa Lane and Justin Way are not approved road names. These names should be changed. Sheet 9 1. Pipe from CB25 to PCB69 is too close to the proposed ROW line. Sheet 10 1. The existing temporary cul-de-sac on Loomis Road should be shown as to be removed. Sheet 12 1. Profile indicates that the grading at the end of Gilbert Lane will be temporary and that the top of frame of PCB60 & 61 are at temporary elevations and will be lowered in future. These should be built to proper elevations and the area graded to them. Sheet 20 1. Detail ""Typical Roadway Section" should have a dimension from ROW line to back of sidewalk of 1'— 0". V 1 Drainage Analysis 1. Gutter flow analysis shows two CB #62's. It looks like one of these is CB #67 but there is already CB67 shown. The gutter flow analysis for these structures should be checked by the applicant's engineer as they do not appear to be correct. A revised analysis should be submitted. 2. Page 17, Storm Pipe Information — the flows from laterals and existing storm drains do not appear correct. Also pipes shown for CB #19, CB #18 and DMH #1 appear to have flows that exceed their capacity. The applicant's engineer should check on these. A revised analysis should be submitted. JCl/sfg S:\ENGINEER\Prof.-P&Z Wetlands Applications\Deming Hill\Review Feb Ldoc MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 8, 1999 RE: Deming Hill Estates Sections 4 & 5 - 98-68P We have reviewed the revised drawings dated 1/26/99 for the proposed Deming Hill Estates Subdivision Sections 4 and 5 and have the following comments: General I. Sidewalks are not shown on proposed roads. 2. Marisa Lane and Justin Way are not approved road names. These names should be changed. Sheet 9 1. Pipe from CB25 to PCB69 is too close to the proposed ROW line. Sheet 10 1. The existing temporary cul-de-sac on Loomis Road should be shown as to be removed. Sheet 12 1. Profile indicates that the grading at the end of Gilbert Lane will be temporary and that the top of frame of PCB60 & 61 are at temporary elevations and will be lowered in future. These should be built to proper elevations and the area graded to them. Sheet 20 1. Detail "Typical Roadway Section"should have a dimension from ROW line to back of sidewalk of 1'— 011 . JCl/sfg S:\ENGINEER\Proj.-P&z wetlands Applications\Deming Hill\Review Feb 8.doc DEMING HILL ESTATES Phases IV-V OPEN SPACE SUBDIVISION PH 2-9-99 1. Application for approval of Phases IV and V to create 21 lots in the Deming Hill Estates open space subdivision the southerly side of Deming Street, westerly of Slater Street, AA-30 zone. Phases I and II, consisting of 34 lots, were approved by this Commission in March 1997 and are under construction. This property abuts the Manchester town line in the area of the apartments across from the Buckland mall. The site size is 105 acres. There are approximately 13 acres of regulated wetlands on the property. 2. Minimum lot size required in the open space subdivision is 25,000 sf; minimum lot size provided in Phases IV & V is 25,000 sq ft, the largest is just over an acre.The applicant is providing an average of over 32,000 sf within the overall subdivision. All lots in Phase IV and V appear to conform to our regulations. We do note that lots 36 and 72 will have constraints to even minor additions such as deck expansions if positioned as shown on the topographic map; this is so noted on the plans. 3. 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. Under the Phase I approval, the widening is deferred until the remaining phases are constructed. 4. 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. For Phase I, the 10 acre minimum was provided; this application includes 2.14 acres of open space. There is an open space improvement plan that includes a path constructed around the perimeter of the pond; this was approved in Phase I. 5. 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. . K 6. There are regulated wetlands on the property. IWA/CC approved this application on February 3 with a $5000 bond and approval conditions requiring a 10-foot conservation easement along the rear boundary of lots 83 & 84 plus conifers 5-7 feet tall interplanted in the conservation easement areas. 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. The landscaping plan consists of street trees, as well as screening plantings around detention basins. With Phase I & II approval, the Commission required a 25' conservation easement along the rear boundary of lots 20-24 in order to preserve the hedgerow. That same hedgerow is present on lots 72 & 73, which abut lots 20-22. The Commission may want to place the same 25' conservation easement along the western boundary of lots 72 & 73. 9. Sidewalks are shown on one side of the main streets and no sides of cul- de-sacs. Sgt. Tom Field of the Police Dept. has requested sidewalks on both sides of all streets, as well as street lights every 2 lots on one side. 10.The Planning Department notified CRCOG as required under state statutes. They have submitted the following report (Exhibit F) READ CRCOG MEMO If this application is approved, Planning Dept. staff have no additional requested modifications. t"W N SC y * F O a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 860/644-2511 March 12, 1999 CERTIFIED MAIL Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Rd. South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl #98-68P, Deming Hill Estates, Phases IV and V We are pleased to advise you that the Planning &Zoning Commission voted on March 9, 1999 to approve with modifications application #98-68P, Subdivision on 105 acres to create 34 lots to be known as "Deming Hill Estates Phases IV and V"on property located on the southerly side of Deming Street and the westerly side of Slater Street, AA-30 zone as shown on plans prepared by Design Professionals, Inc., project 90-514 and revised through January 28, 1999. This approval is subject to the following modifications: 1. This approval is for 21 lots, numbered 36-44, 68-76, 83-85. 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. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water coming from Ridge Road. 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. 16. A drainage assessment fee in the amount of$1,050 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. 1 18. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 19. Town Engineer's comments dated February 8, 1999, must be addressed. 20. A 25 ft. conservation easement be required to preserve the existing hedgerow is required along the west boundaries of Lots 72 and 73. 21. The street names Justin and Marissa must be eliminated and new names used. See enclosed Historic Street Names list. 22. Open Space markers are to be used on any areas where the lots abut the open space. These markers shall be installed in accordance with the guidelines established by the Open Space Task Force. Black and white transparent mylars of Sheets # 6-8 with 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 June 11, 1999. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION a Frank A. Castro, Chairman . FAC/dlw Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education SOWN Sf4 -OWn Ole SCUM ?40Z04d4at x � ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 x•co�' AREA CODE 860/644-2511 March 31, 1999 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Rd. South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl #98-68P, Deming Hill Estates, Sections IV &V Please be advised that the Planning &Zoning Commission voted on March 23, 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 June 11, 1999; the new filing deadline is September 9, 1999. 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. Very Y yours,truly , PLANNING &ZONING COMMISSION Frank A. Castro, Chairman FAC/dlw t �pWN SE4 * F s �• a •• ti 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 OR-CO AREA CODE 203/644-2511 RECFR/ r April 26, 1999 X14Y Mr. J. M. Jacques Sour// � rs' JMJ Construction Co., Inc. IAMN� NG DEPL 658 Ellington Road South Windsor, CT 06074 RE: Deming Hill Estates - Sections 4 and 5 Deming Street SOUTH WINDSOR, CT Dear Mr. Jacques: The South Windsor Water Pollution Control Authority, at its regular meeting of April 20, 1999, gave approval for the connection to the Town's sewerage system of Sections 4 (10 lots) and 5 (11 lots) of a residential subdivision at Deming Street, as more specifically shown on plans entitled "Deming Hill Estates - Open Space Subdivision- Sections 4&5 -Deming Street- South Windsor, Connecticut"prepared by Design Professionals,Inc., South Windsor, CT, Project No. 90-514, Drawings No. 9/20, 10/20, 11/20, 12/20, 13/20, 14/20, and 15/20 dated 12- 3-98, revised 1-26-99, and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previodsly approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. It is noted that certain street names (Loomis Road, French Lane, and Elmore Way) have been changed from the names indicated on the original drawings. 4. Increase in flow to the Town of Manchester will not affect the existing Intertown Agreement. Mr. J. M. Jacques -2 - April 26, 1999 S. This approval letter must be superimposed on the final approval plans. Very truly yours, T4a� indson, Chairman Water Pollution Control Authority TH:rt cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jerry Iazzetta, Town Engineer Marcia Banach,Director of Planning John Collins, Chief Building Inspector Karen Isherwood,Design Professionals, Inc. .to*N ate ~ -own aie Scum ?dz�• . 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 '�OsoR.CO AREA CODE 860/644-2511 FAX 860/644-3781 May 3, 1999 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: App198-68P, Deming Hill Estates/Sections IV&V Dear Mr. DeMallie: Please be advised that the Planning and Zoning Commission voted on April 20, 1999 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 December 8, 1999. This extension is the final extension permitted under Connecticut General § 8-25. Very truly yours, PLANNING&ZONING COMMISSION Walter Mealy, Vice Chairman WM/dlw E C E DESIGN PROFESSIONALS, INC. V civil engineers planners land surveyors gis April10, 199an r „ Marcia Banach, Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia: Re: Deming Hill Estates/Sections IV&V Deming Street South Windsor, Connecticut Project No. 90-514 Our client, Jean Marc Jacques of JMJ Construction Company, hereby requests a "second" 90 day extension from the original filing date for recording the subdivision plans in the office of the Town Clerk. Thank you. Sincerely, Design Professionals,Inc. By: Peter R. DeMallie Principal cc: Jean Marc Jacques 165 South Satellite Road, South Windsor, CT 06074 Tel 860 291-8755 Fax 860 291-8757 taw� aft -Owf-;� 01- -OtdA V46�2� 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074-2786 SOR•Co AREA CODE 860/644-2511 FAX 860/644-3781 May 5, 1999 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Preconstruction Meeting — Appl 98-68P, Deming Hill Estates IN ATTENDANCE Tracy A. LaPiene Town of South Windsor 644-2511 Michele Lipe Town of South Windsor 644-2511 Jeff Folger Town of South Windsor 644-2511 Robert Arsenault Design Professionals 291-8755 John Jacques JMJ Construction 320-2295 beeper Jean Marc Jacques JMJ Construction 3821-0628 Karen Isherwood Design Professionals 291-8755 Peter DeMallie Design Professionals 291-8755 Jim Slater J&H Slater Construction 528-5252 Tom Martin South Windsor 644-2551 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 Deming Street. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The 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 e. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. 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. l 11. Any problems and/or questions regarding construction of this project will be directed to John Jacques in the field at phone #282-0628 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. Blasting plan required. 20. Sewer permits required for main and lateral installations. 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. SNET NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele R. Lipe, AICP Assistant Director of Planning MRL/dlw cc: Jerry C. Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Tom Ludwig, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control t�wN sE4 -0-ulgn- 01- • . 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 ��OSoit-co N AREA CODE 860/644-2511 FAX 860/644-3781 May 6, 1999 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Re: 9S-6 ,DMing,Hill Eames,PhSM IV,,&V App198-35P,Partridge Meadow II, Sections 3 &4 Dear Ms. Jacques: At the April 27, 1999 Planning&Zoning Commission meeting, the Commission approved your request to allow three (3)model homes to be built on Deming Hill Estates, Phases IV&V and three (3) model homes to be built on Partridge Meadow II, Sections 3 &4. The following conditions will apply: ♦ All normal building procedures still apply, e.g.,provision of emergency access, building permit procedures, etc. ♦ The model home[s] will not be offered for sale and cannot receive certificate of occupancy until the site bond is posted and final plans are filed in the Town Clerk's office. Al normal certificate of occupancy procedures remain in effect. Sincerely, lcu Walter Mealy, Vice Chairman Planning &Zoning Commission WM/dlw ti ■ I■ J. M.J. CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 April 23, 1999 Town of South Windsor 1540 Sullivan Ave South Windsor,CT 06074 To Whom It May Concern: We would like to request permission to build 3 model homes on section 4&5 Deming Hill Estates and also to build 3 model homes at Partridge Meadow II Section 3 &4. Thank you for your cooperation. We hope to hear from you soon. Sincerely, Muriel Jacques Vice President REIFIVED AFR 07, 1,459: DESIGN PROFESSIONALS, INC. civil engineers * planners * surveyors * gis LETTER OF TRANSMITTAL TO: Marcia Banach, Director of Planning DATE: 10/14/99 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Deming Hill Estates-Sections 4.&.5.... ...... ...... DPI PROJ. NO.:90-514 E3Qnd.Esti.mat.es/.,,R,ed.u.cti.o.n.s...... WE ARE SENDING YOU: ❑for your use ❑at your request for your approval ❑for your files ❑for review and comment ❑ other THE FOLLOWING: Original bond estimate for Section 4, along with bond reduction estimates for Sections 4&5. Thank you. DESIGN PROFESSIONALS, INC. By: my '4aren Isherwood Project Engineer cc: Jerry fazetta w/enclosures 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 *Fax: (860)291-8757 PROJECT:_90--5 H PEMWO-k}lt,L TOWN OF SOUTH WINDSOR STREET:GILBER.T LA-/EL.MORi✓ CSxn4) BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGINEER: KM 1 DATE: J0f 13�99 Bond Bond Reduction Reduction item I?escri lion Quantity Unit Prj ND-1 No. 2 1. Clearing &Grubbing LS 1,920.00 2. Strip & Stockpile Topsoil CY 80-5 2.00 ( 72(o,00 Earth Excavation (Excluding Roadway& 3. Trench) CY 1200 10.00 f DOp,q? 4. Roadway Excavation CY 140 12.00 17 508,,co 5. Earth Trench Exc. 0-4 CY 203 10.00 2 030.00 6. Earth Trench Exc. 0-10 CY q Z9 12.00 S f g.00 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 /t(o 50.00 Fj(b o0 11. Rock Trench Exc. 0-10 CY 134 75.00 /0 050,Ot7 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY Z 1.50 4 g 50 15. Subbase Gravel CY 20.00 9 980.0� 16_ Processed Aggregate TONS 971 18.00 /5 732.00 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 112 Bit_ Concrete 19. (Class 1) TONS 2b2- 50.00 D0,00 " Bit. Concrete 20. (Class II) TONS Z(o2- 55.00 varies Sub-Total $ 113,310, 50 Page 1 of 6 Bond Bond P1Il pescription � Reduction Reduction 1t Quantity Unit Price S�St Iyo. 1 No. 2 21. 6"Asphalt Lip Curbing LF 173r0 3.00 j 208, 22. Road Widening Complete SY 50.00 23. Conc Sidewalk 4'Wide LF I b-4 i 1 30.00 `9 320,40 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 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. POLYETHYLENE 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 L,F. 99 25.50 25 474.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total $ 60, 002.5D Page 2 of 6 Bond Bond item Reduction Reduction Description Our Unite No. 1 No. 2 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place ILF 20.00 aERAP- 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 2 45.00 540.OD 43. Standard Riprap ICY 45.00 DRAINAGE STRUCTURU 44. Type"C"Catch Basin EA i I 1500.00 (o SOD 00 45. Type"C"Double Grate EA 2 2000.00 -4,000.00 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 500.00 500,0a 55. 24".Flared End EA 550.00 56. 36" Flared End EA 850.00 Sub-Total $ 2-I)SgO.ao Page 3 of 6 Bond Bond Reduction Reduction ltsnl Descri tion � Quantity VpjiPrice Cost No. 1 L�1o• 2 57. Detention Outlet Structure EA ( 2500.00 2500.()p 10;Wide Gravel Access 58. Road LF Z f S 15.00 -31 225•DU 59. Reset M.H. or C.B. EA 550.00 60. S La►M9&)TA-noN 5 P.. EFL ) 3,aro,CD 7 OLU,OD 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 295 35.00 10 325,00 64. 16"PVC In Place SDR 35 ILF 37p 30.00 I/ 100•CO SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA I 1,500.00 SCO CO Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES& MISC. ITEMS 70. Retaining Wall LF 71. Fence(Type: ) LF Guide Rail 72. (Type: ) LF Sub-Total $ 36650.00 Page 4 of 6 Bond Bond item Reduction Reduction Description �nif Our Unit�Pri .� No. 2 End Anchorage 73. (Type: ) EA 74. Guide Post EA 100.00 75. Pavement Marking LF 24 1.50 3(0•00 76. Street Signs EA 2 75.00 J50.00 77. Traffic signs EA 2- 75.00 /�D,OD 78. Street Lights EA 3 1,000.00 3,000.00 79. Furnishing/Placinc Topsoil 134(6 2.50 31 3 Va 00 Fertilizing, Seeding and 80. Mulching SY /34(6- 2.50 3 30,r,00 81. Trees EA 150.00 Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS Zw'O0 2-30:oo -T 2. 84. As-Builts LS * Z)Ow OQ 85. Iron Pins EA j g 100.00 /,8c».a0 86. Concrete Monuments EA / 250.00 3,750.00 87. Driveway-Bit. Conc. SY /(000 20.00 32 OCO,00 88. 89. 90. *varies Sub-Total$ 53>84 6.00 Page 5 of 6 vp Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ I 13;,3g0.50 $ $ Sub-Total Page 2 $ S'O�oo2.50 $ $ Sub-Total Page 3 $ ZJ,540.oa $ $ Sub-Total Page 4 $ 3 t b so.0-0 $ $ Sub-Total Page 5 $ CS 846.00 $ $ Sub-Total $ 3001 In.00 $ $ 25% Contingencies x Sub-Total $ 75, 107.25 $ $ TOTAL $ 375�531a.25 $ $ standard forms/bonds/bond estimate form Page 6 of 6 PROJECT: 70-51q LLM/AJ(J H ILL TOWN OF SOUTH WINDSOR STREET:6iL3ckl/CLMoRFCSXn 4) BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGINEER: KM I DATE: I d/►�9 9 - Bond Bond Reduction Reduction item Descri lion S�nif Quantity Unit Pri ce t ND-1 1. Clearing &Grubbing LS 1 ,� uj 00 2- Strip &Stockpile Topsoil CY 8(0 5 2.00 72- 0o Earth Excavation (Excluding Roadway& 3. Trench) CY 2.00 10.00 1 b0U•QO 4. Roadway Excavation CY 9 S 12.00 17 5p oa 5. Earth Trench Exc. 0-4 CY 203 10.00 Z 030.00 6. Earth Trench Exc. 0-10 CY 42g 12.00 5 118. 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 11(0 50.00 5 $pp,UO 11. Rock Trench Exc. 0-10 CY 131 75.00 0 OSO,00 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY Z9 1.50 4 sp 15. Subbase Gravel CY 20.00 9 q$Q 16. Processed Aggregate TONS 971 18.00 �52732-CO 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 IT•r Bit. Concrete 19. (Class 1) TONS 2JaZ 50.00 3,1C-a00 '° Bit. Concrete 20. (Class II) TONS 2JoZ- 55.00 14`f 10-UD 114141mo *varies Sub-Total $_ 14, 4io-DO Page 1 of 6 Bond Bond Reduction Reduction lt�m Descri tion UWA Quantity Unit Price s ND-1 No. 2 21. 6"Asphalt Lip Curbing LF 17A, 3.00 22. Road Widening Complete SY 50.00 23. Conc Sidewalk 4'Wide LF 1 30.00 20,pp 9 32fj,Ot� STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class IV In Place LF 130.00 25. 54" RCP Class IV In Place LF 100.00 26. 48" RCP Class IV an Place LF 75.00 27. 42" RCP Class IV In Place LF 65.00 28. 36"RCP Class IV In Place LF 60.00 29. 30" RCP Class IV In Place LF 50.00 30. 24" RCP Class 1V In Place LF 42.00 31. 18" RCP Class IV In Place LF 35.00 32. 15" RCP Class IV In Place 30M 33. POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal LF qq9 25.50 Z5 479-50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total$ `f9a 320,00 Page 2 of 6 Bond Bond Reduction Reduction pescription lh3il Quantity Unit Pry Cost ND-1 No. 2 UNDERD AINS 39' 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place LF 1 20.00 RIPRAP 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 12 45.00 SQD 0D 43. Standard Riprap CY 45.00 DRAINAGE STRUCTUREa 44. Type"C"Catch Basin EA 1500.00 1b,500.06 45. Type"C"Double Grate EA 2000.00 4 000,00 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 500.00 500.00 55. 24" Flared End EA 550.00 56. 36" Flared End EA 850.00 Sub-Total $ Page 3 of 6 Bond Bond Reduction Reduction lt�m Descriptiont Quantity Unit Pig Cost No-1 No. 2 57. Detention Outlet Structure EA 2500.00 2 15 10'Wide Gravel Access 58. Road LF 2.15 15.00 3,22G•00 3,225.00 59. Reset M.H. or C.B. EA 550.00 60. 2:-pl EN ATlW 7 ER I 3 coo.oD 3 000 E F 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 2q 35.00 1 64. 6"PVC In Place SDR 35 LF 370 30.00 t l 100-Do SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 1,500.00 SDI.00 Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES& MI ITEM 70. Retaining Wall LF 71. Fence(Type: ) LF Guide Rail 72. (Type: ) LF Sub-Total $ ILZ ,0) Page 4 of 6 • Bond Bond Reduction Reduction item Description un� Quantity Unit Pry No. 1 No. 2 End Anchorage _T 73. (Type: ) EA 74. Guide Post EA 100.00 75. Pavement Marking LF Zq 1.50 .06 /o.DD 76. Street Signs EA 2 75.00 50,00 77. Traffic signs EA 75.00 160,00 50,� 78. Street Lights EA 3 1,000.00 3 pq0,00 OLD. 79. Furnishing/Placing Topsoil 13.4(p 2.50 3 3(05.Dp C() Fertilizing, Seeding and 80. Mulching SY 134(0 2.50 3�S.Op 33365.c� 81. Trees EA 150.00 Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS 4 230,co .¢ 23AOD 4 2 84. As-Builts LS 2,000,0o Z ODD,00 85. Iron Pins EA /$ 100.00 / 06.DO 00 , 86. Concrete Monuments EA IS 250.00 3 75D,pD 3,750, 87. Driveway-Bit. Conc. SY /(.jOO 20.00 32 000,00 32 88. 89. 90. `varies Sub-Total $ 53 84 G,W Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $_ 113,3qo So $_ 14,116.00 $ Sub-Total Page 2 $ gp4002-50 $ �9a 3Z0,00 $ Sub-Total Page 3 $ Z1,590-00 $ $ Sub-Total Page 4 $ 31, 65o.ob $ 3,225.00 $ Sub-Total Page 5 $ 53,84to>00 $ 53,84/a 00 $ Sub-Total $ 3o0,g29.00 $ i 2_0,r3,3i 00- $ 25% Contingencies x Sub-Total: $ 75,/0 7.25 $ 30,200.ES TOTAL $ 375,53G.25 $ I Sh 001,Z5 $ standard forms/bonds/bond estimate form Page 6 of 6 PROJECT- 70- S/` DEMIN6- i+11 !. E;i` i fir. TOWN OF SOUTH WINDSOR } STREET: LA-Nec-PON sr)BOND ESTIMATE FORM P&2- .D.: ENGINES - /}'?i 199:�CALENDAR YEAR DATE_ 9 Rai- Bond Bond Unit Reduction Reduction Item Description Unit Ouantitv Price Cost No. I No. 2 1. Clearing & Grubbing LS •00 2. Strip & Stockpile Topsoil CY g 5 2.00 630.ce 3. Earth Excavation (Excluding Roadway &Trench) CY 55 10.00 351550,Oro 4. Roadwav Excavation CY 3Mq 12.00 47 08 5. Earth Trench Exc_ 0-4 CY j10.00 3 /4 Q�DO 6. Earth Trench Exc. 0-10 CY /020 12.00 12 Z90,00 7. Earth Trench Exc. 0-15 CY 15.00 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadwav Exc. (Rock) CY 50.00 10. Rock Trench Exc. 0-4 CY 50.00 2.00,00 1 I. 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 Sub grade SY 28(01 1.50 4 300.5C7 15. Subbase Gravel CY /4-76 20.00 5(00.00 16. Processed Agregate TONSI S 066.00 18.00 17. Common Borrow CY 10.00 18. G.. ✓el Borrow CY 15.00 19. t��� " Bit. Concrete Class I) TONS Z'51 50.00 12- 550,00 20_ Z " Bit. Concrete Class II TONS �5 55.00 13 o-0o 13�805>()D *varies Page 1 Sub-Total$ 13� S 0 S. 00 BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 21. 6" Asphalt Lip Curbing LF 1 -7 00 3.00 5 100.00 22. Road Widening Complete SY 50.00 23. Cone Sidewalk 4' Wide LF 119po 30.00 57 0coxo STORM DRAINAGE SYSTEM COMPONENTS 24_ 60" RCP Class IV In Place LF 130.00 25. 54" RCP Class IV In PIace LF 100.00 26. 48" RCP Class IV In 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 TV In Place LF 35.00 32_ 15" RCP Class IV In Place LF 30.00 33. POLYETHYLENE PIPE 34. 8" ADS-N-12 or F.Qual 21.00 35. 10" ADS-N-12 or FAual 22.50 6. 12" ADS-N-12 or FAual 24.00 37. 15" ADS-N-12 or ual -L-F (00 1 25.50 17 3to5,50 38. 18" ADS-N-12 or Eaual L' F- 15 28.00 3 220-tom UNDERDRAINS 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 Page 2. Sub-Total$ jo BOND ESTIMATE FORM Bond Bond Unit Reduction l Reduction Item Description Unit Quantity Price Cost No. I No. 2 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 DRAINAGE STRUCTURES 44. T "C" Catch Basin EA 1500.00 IZ 000. 60 45. T "C" Double Grate EA Z 2000.00 41 bO 46. T "C-L" Catch Basin EA 1500.00 47. Manhole EA 1500.0 48_ Manhole WfDmp Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA 1. Endwall EA 52. Box Culvert x 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 7. 58. 10' Wide 59. Gravel Access Road LF 15.00 60. Reset M.H. or C.B. EA 550.00 SANITARY SEWER COMPONENTS 61. 12" PVC In Place SDR 35 LF 40.00 2. 10" PVC In Place DR 35 LF 7,00 63- " PVC In Place SQR 35 LF 213 35,00 3 3 5 64. " PVC In Place SDR 35 LF 3102 p-00 10 * varies Page 3. Sub-Total$ BOND ESTIMATE Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 5. Sanit Manhole EA 1500.00 000.00 66. Sanitary Manhole w[Drop Inlet EA 2500.00 67_ Sanitary Manhole over 10 FT. EA 2000.00 68. 69. STRUCTURES&MISC. ITEMS 70. Retaininz Wall LF 71. Fence Man LF 72. Guide Rail LF 73. End Anchorage EA 74. Guide Post EA 100.00 75. Pavement Marking LF 24 1 50 3(a 00 3(0.00 76_ Street Signs EA 2- 75.00 150.00 156, 00 77_ Traffic Sims EA Z- 75.00 t 50.00 150.00 78. Street Lights EA 3 1000.00 000.00 79. Furnishing /Placing To oil SY /08 U 2.50 80. Fertilizing, Seeding and Mulching SY o 2.50 2- 100-00 81_ Trees EA 15 _00 82. Maintenance/Protection of Traffic LS 83. Construction Stakin LS * ° 3�270•DO * varies Page 4. Sub-Total $ 33,0.3 G,UO _ BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 84. As-Builts LS * 2)000- Z 0 .00 85. Iron Pins EA 1 10 100.00 t GOO.00 (900.00 86. Concrete Monuments EA 8 250.00 Z 000.W 21000,60 87. Driveway-Bit..Cone. Sy 1,7 6o 20.00 '-5)2o0 135)ZOO,00 88. 89. 90. Sub-Total$ '��,&0. 00 BONO REpkk,T,010 TO- l Sub-Total Page 1 $ 1734 1 29-Sa I � 5.L Sub-Total Page 2$ 82,(0 O 5.S o Sub-Total Page 3$ S`I)S(Os-00 Sub-Total Page 4$ 00 Sub-Total Page 5$ 10,$06-.00 90,am oo Sub-Total$ 37 5, Z S(v_JD 259o' contingencies x Sub-Total: $ 9 3,S L 1.S U TOTAL$ 4 6% 107-S0 79,057,Z5 *varies Page 5. /ve//ez/80NDESTF0RM/form95 MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, Town Engineer Date: October 19, 1999 Re: Deming Hill Estates — Bond Redu ' n We have reviewed the bond estimates for sections 4 and 5 of the Deming Hill Estates Subdivision and the bond reduction requests for both sections. Listed below are our recommendations: Section 4 Bond amount: $381,000 Section 4 Reduce bond to: $156,000 Section 5 Bond amount: $476,000 Section 5 Reduce bond to: $ 79,400 Attached for your records is a copy of each bond estimate. JCl/sfg 5:\ENGINEER\Proj.-P&z wetland Applications\Deming Hill\Bond 4&5.doc TOE OF SOGTH wI`DSOR PROJECT: 90-514 DEM►N6 14ILL 'tTREET:LaM IS RD. FRrWW LA=f�) BOND ESTIMATE FORM / P&Z I.D.: ` E,N1GIN : KM 1998 CALENDAR YEAR �� DATE: 4 Bond Bond Unit Reduction Reduction Item Desch tion Unit Ou tiry Price No. 1 No. 2 1. Clearing& Grubbing Ls- s 17080.00 2. Strip& St it T 8 152.00 630,oo 3. Earth Excavation 1Excludint Roadway & Trench) 3555 10.00 35 550.00 4. RoadwaX Excavation3984 -12.0o 47, 809. 5. Earth Trench Exc. 0-4 CY 311 10.00 3) 140.00 6. Earth Trench Exc. 0-10 CY 1020 12.00 2 2-g0.00 7. Earth Trench Exc. 0- 8. Earth Trench 9. Roadway Ex R 10. Rock Trench Ex -4 cy 3,11 50.0017 20o.0p 11. Rock Trench Exc. 0-I 12. Rock Trench Exc. 0-1 100.00 13. Rock Trench Exc. 0-20 14. Formation Z8 6 71.50 4,300, 50 15. Subbaserave! CY A 7 8 20.00 4 560.00 16- Pm=ed Azuerate TONS 837 18.00 15 066-DO . I 17. Common Bocmw CY 10.00 18. Gravel Borrow 19. 1 ►12- "Bit. Concrete I ToNs 25 12 550.00 20. I '/2- • Bit. Concrete (Class 11) TONSLS55.00 13,605.CO .-1 *varies Page I Sub-Total S 1-73, 9 29, So BOND c iI.MAi-E ruRM Bond Bond Unit Reduction Reduction Item Descriotion Unit Ouantity Price Cost No. I No. 2 I. F 000 5100-00 22. Road Widenin m i 50.00 23. Conc Sidewalk4' W-iden q OO 30.005 7 ox.oo STORM DRAINAGE SYSTEM COMPONENTS 24. " RCP Class N In PI 25. " RCP Class NInPlace 26. 4 ' RCP Class TV LF In Place75.00 7 4 " 2 ' RCP aass rV In Plam LF 60.00 29 0" RCP Class IV In PI 30. 24" RCP Class IV in Plum LF 42.00 1. 18" RCP Class IV Tn Plum LF 35.00 2. 1 " RCP Cl= TV In Pf 33. POLYETHYLENE PIPE 34. " AD -N- 2 35, 1 " 36. 2" AD -N- 7. I5' AD&N-1 2 or EVal L.F (08l25.M (�7 3105.50 1 " AD N- L.F t I S '31 220.00 UNDERDRAINS 9. DR 40. " PVC DR 35 In RIPRAP 41. Modified Modifled RJR32 CY 45.00 Page t. Sub-ToW S 8?Z 168S.50 BOND ESTIMATE FORM Band Bond Unit Reduction Reduction Item ti nit an ' No, I No. 2 42 45.00 43. StandardRig= CY 4 DRAINAGE STRUCJRES 44. T - Basin FA8 1500.00 !z ow.00 s . T Double Z -00 .oo 46. T • Catch Basin FKA 1500.00 47. Manhole 48, Manhole wIDE02 Inl 49_ Manhole Over Ten F 2 00 eadwall EAs 51, Endwalli 52. Box Culvert x LEs 53, I w Flaryd End 450.00 54, Flared End EA 500-00 55, 24' Flared 56. • Fl 7. 58. 10' Wide LF 59. Gravel Access Road 15.00 60. Reset M.H. SANITARY SEWER COMPONENTS 61. 12• 4 0.00 2 w 943 35.00 33 005.00 • 3(vZ 30.00 ► 0.00 varies Page 3. Sub-Total S s I<pi-Rns •q and fa1AAxut 'ES f 00'OLZ`�- pis uolmusuco f ! lu!ww Z 00.00C Z . 0801 AS igu!LPIRN PUB Pws uatic 3 00700L Z g qlAS Domol 3upald/ .4 . .4 6L 00'000 L 00'0S 1 00 SL zV3 Wisu l LL 00'OSI oo,SL Z i L 00.OK Z ICI IUOULQA d L [ !nD 'rL SMWLPUV PEG TZ . f . SpInD ZL . OaAlj f ! Ai uiun;jaIl L SPUD MIN V sauruxisis 69 00,00oz !saA ! i!UW L liq 333CUAr. aloqugjN llua Z 'ON [ N CT- lapEnno Iturl uopauas2a Woll uoionpa-j uot%Dnpa-d PuC)S Woe -Z-L VWLLS3 Q N 013 BOND ESTIMATE FORM . Bond Bond Unit Reduction Reduction - Item i nit anti Price No. ' 84, it = Z o42.00 Monuments $ 250.00 Z QW-00 87, -sit 1,7bo 20.00 35 Zw.DD 88. 89. 90. - Sub-Total S 4 0,Boo.00 Sub-Total Page l S 1733 Q 24, $0 Sub-Total Page 2 S SZ)(o BS-So Sub-Total Page 3 S z3 �SL� Sub-Total Page 4 S Sub-Total Page 5 S 0,800-QO 3S 1 13.E Sub-Total$ 00 49s 25%Contingencies x Sub-Total: $ 4.7�/4 zv TOTALS -44e3 :5b � l� 74,0 6 • varies Page 5. /vs/1eztF0NDESTF0RIW/orm95 TOWN OF SOUTH WINDSOR PROJECT: 70- ,51-ij DEMINC i±ill _ STREET:L60MIS ( C. F E'FX �SECT��P� S�B ND ESTINLATE FORM /O P&2. .D.: / /! /V ENGINEE /YI i i993 CALENDAR YEAR � DATE: 9 28 91 Bond Bond Unit Reduction Reduction Item Description Unit Ouantitv Price Cost No. 1 No. 2 1. Clearing & Grubbing LS 1 •00 2. Strip & Stockpile Toosoil CY g 5 2.00 b-W- 3. Earth Excavation (Excluding Roadway & Trench) CY SrJ 10.00 3515S0,OD 4. Roadwav Excavation CY 3/U 12.00 ` 1 08.oc 5. Earth Trench Exc. 0-4 CY 3 10.00 3 14 0�00 6. Earth Trench Exc. 0-10 CY /020 12.00 (Z 2_'}0,00 7. Earth Trench Exc. 0-15 CY 15.00 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadwav Exc. (Rock) CY 50.00 10. Rock Trench Exc. 0-4 CY 3� 50.00 2-00.00 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 Subizrade SY 280-7 1.50 4 3CO.50 30 15. Subbase Gravel CY /4-78 20.00 q 5(00.00 16. Processed Aggregate TONS 83 18.00 5 0(0(0.00 17. Common Borrow CY 10.00 18. C. wel Borrow CY 15.00 19. 1/'1- " Bit. Concrete (Class 1) TONS Z5) 50.00 1 Z- 550.00 20. ( IlZ " Bit. Concrete Z5 13 805j,OD Class 11 TONS 55.00 13 t�-00 *varies Page 1 Sub-Total $ 1?� 805. On BOND, ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. i No. 2 21. 6" Asphalt Lip Cjrbin LF I 00 .00 15 100.00 22. Road Widenin Com lete SY 50.00 23. Cone Sidewalk 4' Wide LF 900 30.00 5? oco.co 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 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 LF 30.00 33. POLYETHYLENE PIPE 34. 8" ADS-N-12 or EQual 21.00 35. 10" ADS-N-12 or FAual 22.50 6. 12" ADS-N-12 or FAual 24.00 37. 15" ADS-N-12 or Ecual L-F. (06 1 25.50 1-7 3fo5.50 38. 18" ADS-N-12 or Eval L' F 115 28.00 3 220.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place .LF 20.00 RIPRAP 41. Modified Ripra2 CY 45.00 Page 2. Sub-Total$ IU BOhiD EMTVUTE FORM Bond Bond Unit Reduction 1 Reduction Item Descri tion Unit antic N Price Cost o. 1 No. 2 42. Intermediate Riprap CY 45.00 43. Standard RiRM CY 45.00 DRAINAGE STRUCTURES 44. T "C" Catch Basin EA 1500.00 fZ 000. 00 4 T "C" Do t Z 4 00J. 5. Double Grate EA 2000.00 � bO 46. T "C-Lw Catch Basin EA 1500.00 47. Manhole EA 1500.0 48. Manhole w[Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA 1. Endwall EA 52. Box Culvert x 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 7. 58. 10' Wide 59. Gravel Access Road LF 15.00 60. Reset M.H. or C.B. EA 550.00 SANITARY SEWER COMPONENTS 61. 12" PVC In Place SDR 35 LF 40.00 2. 10" PVC In Place SDIZ 35 LF 37.00 63. " PVC In Pf DR LF 3 3 3 5 64. " PVC In Place SDR 5 LF Not 30.00Id 00 * varies Page 3. -Sub-Total$ BOND EMMATE Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 5. Sanit Manhole EA 1500.00 000•t?0 66. Sanitary Manhole wfDroR Inlet EA 2500.00 67. Sanitary Manhole over 10 FT. EA 2000.00 68. 69. STRUCTURES&MISC. ITEMS 70. Retaining Wall LF 71. Fence LF 72. Guide Rail LF 73. End Anchorage EA 74. Guide Post EA 100.00 75. Pavement Markin LF 24 1 50 3l0.00 3b,00 76. Street Signs EA 2- 75.00 150.00 150100 77. Traffic Sigm EA Z- 75.00 150.00 150.00 78. Street Li is EA 3 1000.00 000.Ob 79. FumishinQ /Placing To oil SY /08 0 2.50 Z -760,00 1-3 50.:X 80. Fertilizing. Seeding and Mulching SY /080 2.50 2-700-00 3 �D 81. Trees 'EA 150.00 82. Maintenance/Protection of Traffic LS 11 83. Construction Stakin LS * '��21-70.00 * varies Page 4. Sub-Total$ BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 84. As-Builts LS * 2j OCV- Z D •00 85. Iron Pins EA 10 100.00 1 GOO-00 1 i (goo.00 86. Concrete Monuments EA 8 250.00 Z 000.W 2,000,60 87. Drivewav-Bit.'Conc. Sy 1)160 20.00 7o5)200 35,200•00 88 89. 90. Sub-Total$ 46,.go0. 00 BOND N Np 1 Sub-Total Page 1 $ 173�9 Z9-So Ia 35,'0y Sub-Total Page 2$ -__-�_- Sub-Total Page 3$- S q)S(Os-00 _... iy, (95- �s'd6 Sub-Total Page 4$ �00 )t7 Sub-Total Page 5$ 10,$00.00 40,boo.00 Sub-Total$ 37 S,Z OD = 931-1 2517o Contingencies x Sub-Total: $ Zr�rp-ri--n 14 4t n 4,-x,4zo 791 34.4- TOTAL$ � 0 i *varies Page 5. /va/lez180NDESTF0AM/foim95 S 70,0 PROJECT: `0 519 LEM14 H ILL TOWN OF SOUTH WINDSOR STREET:6ILBckr16-M6JZ& xnq) BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR 9/ ENGINEER: ISM I DATE: 1 d�13 19 9 Bond Bond Reduction Reduction 1tsID Descri tion UIli> Quantity Unit Price SS9�2 ND-1 ND-2 1. Clearing &Grubbing LS 2. Strip& Stockpile Topsoil CY 0(10 3 2.00 72-6.00 Earth Excavation (Excluding Roadway& 3. Trench) CY 2 00 10.00 12 d pp.,a0 4. Roadway Excavation CY 1459 12.00 17)!5o6,00 5. Earth Trench Exc.0-4 CY 20S 10.00 2 03o.0b 6. Earth Trench Exc. 0-10 CY 429 12.00 5 118.Co 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 1((0 50.00 i7 80o.06 11. Rock Trench Exc. 0-10 CY 75.00 0 050.00 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY Z9 1.50 4 50 15. Subbase Gravel ICY 20.00 16. Processed Aggregate TONS 871 18.00 1 15,732-qo 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 {Vin Bit. Concrete 19. (Class 1) TONS 50.00 Bit. Concrete 20. (Class II) TONS 2Jo2- 55.00 14,110.0D /4 410-00 *varies Sub-Total$ 1410.60 Page 1 of 6 Bond Bond Reduction Reduction item Descri tp ion wit Quantity Shit.PdM ND-1 NQ�2 21. 6"Asphalt Lip Curbing LF 173(0 3.00 rp� 22. Road Widening Complete SY 50.00 23. Conc Sidewalk 4'Wide ILF 1 1 30.00, 9 320,00 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 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. POLYETHYLENE 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 25.50 Z5 474.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total $ �f 9a 320.o0 Page 2 of 6 Bond Bond Reduction Reduction Lam Descriotion LLO� Quanti!,y Unit Price UNDERDRAINS 39. 6"PVC SDR 35 1n Place LF 15.00 40. 8"PVC SDR 35 In Place LF 20.00 EIEEAE 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 12 45.00 54o-w 43. Standard Riprap CY 45.00 noeinier_F STRUCTURES 44. Type"C"Catch Basin EA 11 1500.00 b 50a•oo 45. Type"C"Double Grate EA Z 2000.00 4 000,00 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 i 52. Box Culvert LF 53. 15" Flared End EA 450.00 54.. 18" Flared End EA 500.00 5M.00 55. 24" Flared End EA 550.00 56. 36" Flared End IEA 850.00 Sub-Total $ Page 3 of 6 Bond Bond Reduction Reduction Jtam DeW t2j Vcd Quantity Unit Price Cost Leo. 1 No. 2 57. Detention Outlet Structure EA ( 2500.00 2 Sm.00 10'Wide Gravel Access 58. Road LF 2.15 15.00 3,22,S•AO 3,225.00 59. Reset M.H. or C.B. EA 550.00 60. 01 EtJ ATIDN �Ts< EA OWO OD 3 GbO. J I 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 2_25 35.00 10132,S00 64. 6"PVC In Place SDR 35 LF 370 30.00 11 (Oo,oO SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 1,500.00 500.06 Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES& MISC. ITEMS 70. Retaining Wall LF ' 71. Fence(Type:_). LF Guide Rail 72. (Type: ) LF Sub-Total $ 3,Z25• Page 4 of 6 Bond Reduction jam Description Ua[ y UnLErim Sit N.-1 End Anchorage 73. {Type: ) EA 74. Guide Post EA 100.00 75. Pavement Marking LF 1.50 36.00 36.00 76. Street Signs EA 2 75.00 150,00 /50.0 77. Traffic signs EA Z 75.00 150.OD r'S0.(V 78. Street Lights EA 3 1,000.00 3 OCO,00 000.co 79. Furnishing/Placinc Topsoil 5l 134 (0 2.50 1 3305-00 750S•CO Fertilizing, Seeding and 80. Mulching SY 134(o 2.50 3(05•oo 3�365.ap 81. Trees EA 150.00 liDl> L�ZD Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS 4 230,xW 4 23anD 4 2 84. As-Builts LS 21 000'00 2 000,00 85. Iron Pins EA /$ 100.00 / 00-00 1)900,60 86. Concrete Monuments EA IS 250.00 3 75D.00 750,Ob 87. Driveway-Bit. Conc. SY 14000 20.00 32 000.00 88. 89. 90. *varies Sub-Total $ Page 5 of 6 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ l IL320.50 $ 14,-110.00 $ Sub-Total Page 2 $ SO,O02.50 $ 419, 320.00 $ Sub-Total Page 3 $ 71,59 0-00 $ $ Sub-Total Page 4 $ 31, 650.00 $ O .S15 $ Sub-Total Page 5 $ � $ �04, Sub-Total $ 25% Contingencies x Sub-Total: �� $ -s,ae-ems $ 3 $ TOTAL $ $ L4V- $ ;r. ,9/ U 0 tos��oao standard forms/bonds/bond estimate form Page 6 of 6 PROJECT: QO--SIg NFU- ZTTOWN OF SOUTH WINDSOR • STREET:GIL.BER.T LA-1aM0o- CSzn4) BOND ESTIMATE FORM t P&Z I.D.: 1999 CALENDAR YEAR ENGINEER: KM I DATE: 10131 Bond Bond Reduction Reduction lt� p scri tp ion SlIIiS Qi antiW 1hUP_d CD31 1, Clearing&Grubbing LS F7 1,920.0O 2. Strip &Stockpile Topsoil CY o(o-5 2.00 ( 72(0,00 Earth Excavation (Excluding Roadway& 3_ Trench) CY 1200 10.00 1 000.60 4. Roadway Excavation CY 14rj 1 12.00 17 508•CO 5. Earth Trench Exc.0-4 CY 203 10.00 Z 030.00 6, Earth Trench Exc.0-10 CY q 2 t 12.00 5 ► g.o0 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 !1 50.00 Soo.OD. 11. Rock Trench Exc.0-10 CY 134 75.00 /0 050.0(7 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY 2-911 1.50 4 q Sa 15. Subbase Gravel CY 20.00 `j 780..0Z 16. Processed Aggregate TONS 974 18.00 15.732.00 17. Common Borrow CY 10.00 18. Gravel Borrow CY =15. Bit. Concrete 19. (Class 1) TONS 2bZ 50.00 on.no Bit. Concrete LOZ(o2 55.00 � 10. D 20. (Class II) varies Sub-Total $ Page 1 of 6 Bond Bond Reduction Reduction !1em Dgluttion jhIlII Quantity Unit Price -Q= N21 21. 6"Asphalt Lip Curbing LF 173(c 3.00 c 208.60 22. Road Widening Complete SY 50.00 23. 1 Conc Sidewalk 4'Wide ILF 1 1 h- 30.00 49 320,OD 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 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. POLYETHYLENE 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 ��F. 99`� 25.50 25 -474.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total $ 601 002.5z) Page 2 of 6 r Bond Bond Reduction Reduction l�Ltl Una Q i� Un t Pi lice DP.SCrlotion �1NDERDRAII 39. 6" PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place LF 20.00 Elm e 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 2 45.00 5;40.00 43. Standard Riprap CY 45.00 nRAINAGE STRucTURES 44, Type"C"Catch Basin EA ( � 1500.00 149 500.00 45. Type"C"Double Grate EA Z 2000.00 -(,000.00 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 �` 52. Box Culvert LF 53. 15" Flared End EA 450.00 54.. 18" Flared End EA � 500.00 500�Oa 55. 24".Flared End EA 550.00 56. 36"Flared End EA 850.00 Sub-Total 5-40.DO Page 3 of 6 Bond Bond Reduction Reduction 1= Descriotion gait Quantity Unit Price Cost ND-1 No. 2 57. Detention Outlet Structure EA ( 2500.00 2500.0O 10'Wide Gravel Access 58. Road LF 2- I S 15.00 3 ZZS Da 59. Reset M.H. or C.B. EA 550.00 60. SLD►MEtJTA-nor,) 5 F.. CA 3,ow.nD 3 cCo•00 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 Zq5 35.00 10 32S.00 _ 64. 6"PVC In Place SDR 35 ILF 1 37 0 30.00 ►1 100-CO SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 1 1,500.00 1�SCO•CO Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 6 2,000.00 7. FT. 68. 69. STRUCTURESMI& SC. ITEMS 70. Retaining Wall LF 71. Fence(Type: ) LF Guide Rail [72. (Type: ) LF ' Sub-Total $ 31,x&50.00 Page 4 of 6 Bond Bond Reduction Reduction 1= Descriotion V.O.if Quantity Unit Price ND-1 No. 2 End Anchorage 73. (Type: EA 74. Guide Post EA 100.00 75. Pavement Marking LF 1.50 3(c•00 76. Street Signs EA 2 75.00 150,00 77. Traffic signs EA 2- 75.00 /E0.00 78. Street Lights EA 3 1,000.00 3 ODD.0D 79. Furnishing/Placing.Topsoil 5 134(o 2.50 3, 3V_,,.OD Fertilizing,Seeding and 34(o- 2.50 3 3foS,0a 80. Mulching SY t 81. Trees EA Z 150.00 7iOd Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS * 4 z3oa 47 230:OU 84. As-Builts LS Z,ow`00 85. Iron Pins EA /S 100.00 1 /'8Cn.00 86. Concrete Monuments EA I 250.00 3,750.00 87. Driveway-Bit. Conc. SY /(060 20.00 32 000-OD 88. 89. 90. *varies Sub-Total $ Page 5 of 6 N r Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 1 13�390.50 $ $ Sub-Total Page 2 $ $ Sub-Total Page 3 40•00 $ $ Sub-Total Page 4 $ -311 In SO.0-0 $ $ �b¢b Sub-Total Page 5 $ $ $ ,641 Sub-Total $ 1 $ $ 25% Contingencies x Sub-Total: $ $ $ TOTAL $i3: .25 $ $ G 381,D0o standard forms/bonds/bond estimate form Page 6 of 6 VOL. 1113 PAGE 241 STREET TREE EASEMENT 6962 This Street Tree Easement made this 26th day of October, 1999, by and between CLARK REALTY, INC., a Connecticut corporation with 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 on those certain maps entitled: " PROPERTY SURVEY PLOT PLAN RESURVEY Deming Hill Estates OPEN SPACE SUBDIVISION — SECTION 4 DEMING STREET SOUTH WINDSOR • CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: 12-3-98 SHEET 6/20 REVISIONS 1/26/99 4/21/99 5/12/99 AND 6/28/99"; CONVEYANCE TAX RECEIVED STATES LOCALS .___.._No. J ` cko- .. TOWN CLERK OF SOUTH WINDSOR VOL. 1113 PAGE 242 "PROPERTY SURVEY PLOT PLAN RESURVEY Deming Hill Estates OPEN SPACE SUBDIVISION — SECTION 5 DEMING STREET SOUTH WINDSOR - CONNECTICUT design professionals, inc. civil engineers - planners - surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: 12-3-98 SHEET 7/20 REVISIONS 1/26/99 4/21/99 5/12/99"; and "PROPERTY SURVEY PLOT PLAN RESURVEY Deming Hill Estates OPEN SPACE SUBDIVISION — SECTION 5 DEMING STREET SOUTH WINDSOR - CONNECTICUT design professionals, inc. civil engineers - planners - surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: 11-16-98 SHEET 8/20 REVISIONS 1/26/99 4/21/99". THE GRANTOR FURTHER COVENANTS AND AGREES: 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. VOL. 3 PAGE 124 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 26th day of October, 1999. Signed, Sealed and Delivered In Presence of: GR(A�NTORr: CLARK REALTY, INC. �� By: v V . can Marc Ja ues President STATE OF CONNECTICUT: : ss. South Windsor COUNTY OF HARTFORD : On this 26th day of October, 1999, 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. Notary Public My Commission Expires: Md4 ZW6 r ,n� TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: ` t�► CHANGE ORDER CONTACT PERSON ARO) 60900b 11Eo one No. 7 "" `*+ Address ►f!•,i.. '"` *9 QUA Mt-LIT1 0] .S`*WIPJJ404 ' 0(y0 ; Site Name 0C 1N6 W1 SIN '• aid . a P&Z No. 9�-� 7 owner T.rA s a. Phone No. al a- d �i Contractor • Signature of Owner/Me" Date: Signature. of Design Engr. Date:-. g CHANGE: (Describe location and nature of change. Include Four 4 ) copies of plan/prof'le .o Change: ) fl Wf eN ti9-%*WAY ON L0-. ?4ou It wide '4 4 Cm-4t*' IV Or APE I NNUC CA-rch 6A IN rROM CAIW 7a GV -4ZS:9- { Reason for Change: (Why is change required) NVMW or ChICLE 9 Qujta A 60444 091devuflY. t i 5 y "vLD l ivre 'cam. +r aw -Mc c IA&A AT APPROVALS: (As Require Dir. Of Planni'ig � Date: f Town Engineer Date: Dir. of Public Qks Date: Other: r Date: STAFF COMMENTS � k E _ f White - Town Engine Yellow 4pplicant Pink Director of F ning Goldenrod- Engineerin artment �towM a�� -own O-P s-oar � 5- 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074.2786 ��OSOR.coN` AREA CODE 860/644-2511 FAX 860/644-3781 November 12, 1999 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Dear Sir/Madam: Re: Appl #98-68P Deming Hill Estates Sections 4 & 5 This is to advise you that the Planning and Zoning Commission voted on October 26, 1999 to set the subdivision bond for Section 4 at$381,000 and to then reduce the Section 4 bond to a balance of$156,000. They also voted to set the subdivision bond for Section 5 at $476,000 and to then reduce the Section 5 bond to a balance of$79,400. A bond or letter of credit in this amount must be posted prior to the filing of mylars and issuance of building permits. Sincerely, SWL/dlw cc: Town Engineer Chief Building Official Zoning/Wetlands Enforcement Officer Design Professionals, Inc. VOL. 112 3 PAGE 2 8 3 CONSERVATION EASEMENT 7986 This Conservation Easement made this day of 1999, 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 deS,,ribed 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 conserve as open space, in its natural state, a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that the maintenance and conservation of said property can best be accomplished by the securing by the GRANTEE of a conservation 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 open space, to grant to the said GRANTEE, the easement hereinafter expressed concerning said property, thereby providing for the maintenance and conservation of said premises as open space; 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 natural, scenic and open condition. THE GRANTOR FURTHER COVENANTS AND AGREES: CONVEYANCE TAX RECEIVED JJK/JMJ/DEMING/DOCUMENTS/CONSERVATION EASEMENT STATE $ __„.___LOCAL S „___.__No. Page 1 al� � f i TOWN CLERK OF SOUTH WINDSOR VOL, 112 3 PAGE 284 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 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 trees (living or dead) shrubs or natural vegetation, the killing of wildlife; , e. any other activity or use detrimental to drainage, flood control, water conservation, erosion control, soil conservation, wildlife or the maintenance of the land and inland wetland areas in their natural, scenic, and open condition. f. 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. JJK/JMJ/DEMING/DOCUMENTS/CONSERVATION EASEMENT Page 2 �t 11, 3 PAGE 2 81 CONSERVATION EASEMENT AREA SOUTH WINDSOR y� EXHIBIT A A certain piece or parcel of land twenty-five (25') feet wide located on the northwesterly boundary of lots numbered 72 and 73 as shown and designated as "25' CONSERVATION EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled, "PROPERTY SURVEY PLOT PLAN RESURVEY Deming Hill Estates OPEN SPACE SUBDIVISION — SECTION 4 DEMING STREET SOUTH WINDSOR • CONNECTICUT design professionals, inc. civil engineers • planners • surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: 12-3-98 SHEET 6/20 REVISIONS 1/26/99 4/21/99 5/12/99 6/28/99", which map is on file or to be filed in the office of the Town Clerk of South Windsor, to which reference may be had. JJK/JMJ/DEMING/DOCUMENTS/CONSERVATION EASEMENT Page 4 ,k ©�_ Ila3 P �2�35 IN WITNESS WHEREOF the said GRANTO has caused these presents to be signed by its proper corporate officer and its corporate seal to be affixed hereto this qi day of , 1999. Signed, Sealed and Delivered In Presence of: GRANTOR: C RK REALTY, INC. a J BLQAj-'j4 Jan Marc Ja es, it , aside ; STATE OF CONNECTICUT: : ss. South Windsor COUNTY OF HARTFORD : On this day ofZ6c!L4� 1999, 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 Co Ybt Notary Public MURIEL M. JACQUES 1�3_.#rF>:_ � NOTARY PUBLIC MY commission expires Apr.30,200' JJK/JMJ/DEMING/DOCUMENTS/CONSERVATION EASEMENT Page 3 Dec-14-99 17;08 From-SOROKIN, GROSS, AND HYDE +18605259099 T-454 P.02/07 F-984 S-G,,H SOROKtN, CROSS & HYDE, P.C. Artnrne>.y.s at Law Reply To. One Corporate Center Direct Dial (860) 541-3307 Email: jk7indl@sorokinlaw.com December 14, 1999 Via Facsimile Michelle Lipe Town Planning and Zoni g Commission Town of South Windsor 150 Sullivan Avenue South Windsor, CT 06074 RE: Deming Hill Subdivision Sections 4 & 5 Transfer of Open )pace Parcel to Land Trust Clear Michelle: As you will recall, :he terms of the approval of the above-referenced subdivision require the conveyance of the open space land located within the subdivision to the South Windsor Land Co nervation Trust, Inc, In this regard, I have prepared the enclosed proposed deec for the transfer of the 10 acres situated within the boundaries of Sections 4 and 5 of this subdivision_ Since both the terms of the approval and the Town of South Windsor, oning Regulations require that this conveyance be in a form acceptable to the Town, I am providing you with the enclosed deed for your review and review by the town actor iey and/or town engineer. As I explained to ou in our recent telephone conversation, my client is to have this transfer corr pleted prior to the end of the calendar year. Accr would be greatly apprec ated if you would take whatever steps are new expedite town review of his document. As indicated below, I am providing a copy of this roposed deed to Attorney Harold Cumr~ South Windsor Land Co lservation Trust, Inc., for review on be, One Corporate Center,Hrtrtl Ord,CT 0610.1-3291 TA' (960)525-6645 730 M:)pmeudow Strut, Simsbury, CT 06070 Tel: 2360 Main Strc ct, Rocky mill,CT 06067 Tel,. (960)563.9305 e-wait: sorc}kin@inicru-net.com Dec-14-99 17:04 Prom-SOROKIN, GROSS, AND HYDE +18605259099 T-434 P.03/07 F-984 Sorokin, Gross & Hyd N11 P.C. Michelle Lipe December 14, 1999 Page 2 1 will wait to hear f cam you at your earliest convenience. Thank you for your continuing cooperation. jincely, Kindl JJKlelt Enclosure cc: Harald Cummings, Esquire (by fax wlencl.) Clark Fealty, Inc. (by fax wlencl.) Peter DeMallie (by f ax Wend) Dec-14-99 17:04 From-SOROKIN, GROSS, AND HYPE +18605259099 T-454 P.04/07 F-984 WARRANTY DEED KNOW YE THAT CL RK REALTY, INC., a Connecticut Corporation having an office and principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut(hereinafter referred to as"Grantor") For consideration paid, received to its full satisfaction of SOUTH WINDSOR LAND CONSERVATION TRUST, INC., of South Windsor, Connecticut, (hereinafter referred to as "Grantee") does give, grant, bargain, sell and confirm unto the said Grantee, its successo s and assigns forever with WARRANTY COVENANTS, the real property describe in Schedule A attached hereto and made a part hereof(the "Premises"). Said Premises are sul iject to: 1. Any and all provisions of any ordinance,municipal or other governmental regulation or public or private law, including zoning, planninE 1 and inland-wetland regulations of the Town of South Windso .. 2. Declara ions,restrictions,covenants,and easements of record and any sta ,of facts an accurate survey or personal inspection of the Premix s might reveal. 3. Real es ate taxes due the Town of South Windsor on the Grand List of octo er 1, 1998,which taxes the Grantee herein assumes and agrees 10 pay as part consideration for this deed. 4. A right lo drain in favor of the Town of South Windsor over all or any portion 'f the Premises herein conveyed. 5. The following rights, reserved to the Grantor herein, its successors and/or• signs: (a) a temporary easement to enter onto all or any portion of the Pre ises for the purpose of constructing all improvements required by the Town of South Windsor in connection with any exic.ting or future approval of any portion of the Deming Hill Estates Subdivision, including the construction of any and all pat ways, landscaping, drainage facilities and appurtenances the -eto; (b) the right to grant easements over and through any portion of the Premises in favor of the Town of South Windsor, utility companies or for the benefit of the Grantor's remaining land for the purpose of installing storm water drainage facilities, sanitary Dec-14-98 17:05 From-SOROKIN, GROSS, AND HYDE +18605259099 T-454 P-05/07 F-984 sewe s, water and/or electric service or for any other purpose deerr ed appropriate by the grantor or as may be required by the Town of South Windsor. 13 Conditio s and restrictions imposed by the Town of South Windsor with resp act to the Premises in connection with any existing or future approval of any portion of the Doming Hill Estates Subdivision and as set f rth on the Plans described in Schedule A attached hereto and as nay be provided in the zoning, subdivision and/or inland wetland regulations of the Town of South Windsor, including, but not limiti d to, the following restrictions for the benefit of the Town of South ndsor: (a) The 'remises shall not be subdivided into building lots;. (b) The ase of the Premises shall be limited to the preservation of the site amenities and the environmentally sensitive areas withi i the Premises and for passive recreation purposes only; (c) The '3rantee shall maintain the Premises in accordance with the req rements of the Town of South Windsor; (d) The remises shall not be converted into a commercial for-profit ente rprise or use; and (a) The right of public access to the Premises shall be provided. IN WITNESS V HEREOF,CLARK REALTY,INC. has hereunto set its hand and seal this_ day of December, 1999. Signed and Sealed in the CLARK REALTY,INC. presence of: By Jean Marc Jacques, President Dec-14-99 17.05 From-SOROKIN, GROSS, AND HYDE +18805259099 T-454 P-08/07 F-984 STATE OF CONNEC CUT) ) ss. South Windsor December—, 1999 COUNTY OF HAIRTF RD ) Personally appes red,JEAN MARC JACQUFS,President of CLARK REALTY,INC., Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President,and the free act and deed of said Corporation before me. commissioner of the Superior Court Notary Public My Commission Expires: Dec-14-99 17:06 Prom-SOROKIN, GROSS, AND HYDE +18605259099 T-454 P.07/07 P-984 SCHEDULE A p.Qa ACRE ppEN SPACE PARCEL DEMING HILL ESTATES That certain piece r parcel of land shown and designated as "OPEN SPADE LAND 435,664 sq. ft. 10.00 ac. on a certain map or plan entitled, " PROPERTY SURVEY SUBDIVISION FILAN Deming Hill Estates OPEN SPADE SUBDIVISION SECTIONS 1 & 2 DEMIN ' STREET SOUTH WINDSOR • CONNECTICUT design professionals, ft. civil a ineers • planners - surveyors 1 inch = 40 ft. JOB NO.: 90-514 DATE: OCT. 10, 1996 REVISIONS 12-31-96 5-30-97 8-4-97 B-8-97 SHEET 7/33, 8/33, 9/33 10133", which map � plan is on file or to be filed at the office of the Town Clerk of the Town of South Winds )r. Said piece or par :I of land is more particularly bounded and described as follows: Beginning at a poi it, which point marks the northeasterly corner of Lot 27, as shown on said map; thence S 67016 36" E, along remaining land of Clark Realty, Inc., a distance of 325.19 feet to a point; thence turning and running S 230 01' 20"W, a distance of 108.97 feet to a point; thence turning and running S 55, 56' Q7" E, alone land designated as "Ope { Space Land (future sections) 11.4 ac.", as shown on said map, a distance of 373.7 'feet to a point; thence turtling and running S 210 04' 16"W, , along said land designated as Open Space Land (future sections) 11.4 ac.", a distance of 372.19 feet to a point; thence running S 210 00' 01"W, along said "Open Space Land (future sections) 11.4 ac ", a distance Crow Company, which pointof 427.03 feet to a point on marks arks the line of property now or formerly of Tram southeasterly corner of t se premises herein described; thence turning and running S 710 15' 1 3"W, along said tar d of Trammell Crow Company, a distance of 168.28 feet to a point; thence turning an( running N 050 00, 09"' W, along land designated as "Open Space Land (future sect ons) 2.1 ac.", as shown on said map, a distance of 718.63 feet to a paint; thence turninc and running N 670 43' 22"W, a distance of 158.29 feet to a point; thence running N )70 34' 25" W, along remaining land of Clark Realty, Inc., as shown on said neap, a d stance of 136.57 fleet to a point; thence turning and running N 820 19' ifi" W, along sal I remainingt { f Cardinal Wayland of Clark , shown on{stance of 263.65 said map; thencefeet to a point in the easterlysties and an interior angle of running along a curvet the right having a radius of 275.00 feet, 040 58' 42", along the a sterly street line of said Cardinal Way, a distance of 23.89 feet to a point; thence turnip and running S 82019' 16" E, along the southerly boundary of Lot 25, as shown on sal i map, a distance of 245.14 feet to a point, which point marks the southeasterly corns of said Lot 25; thence turning and running N 110 17' 50" E, along the easterly boon lary of said Lot 25, a distance of 83.73 feet to a point, which point marks the southe sterly corner of Lot 26, as shown on said map; thence running N 220 43' 24" E, along tie easterly boundaries of Lots 26 and 27, partly by each, a distance of 240.00 feat to the point or place of beginning. Dec-14-99 17:03 From-SOROKIN, GROSS, AND HYDE +18605259099 T-454 P.01/07 F-964 One Corporate Center, Hartford, CT Sor; 05103 , - • ECM (860) 541-3307 - di ect line (850) 525-9099 - faX Fax To: Michelle Tape From: joHN J.KIND L,ESQ. Fax: 644-3781 pages: � (including cover sheet) Date: 12114199 Time: Res Deed to Open SPE Ge/Deltting Hill File No.:01472.00001 �J 1] Urgent X For Review ❑ please Corarnent l3 Please Reply ® Please Recycle sComments: if you have any questions concerning this transmission should be directed to JOHN J.KINDL at (860)541-3307. THE DOCUMENT ACCOMPAN 1NG THIS TF9LECOPY TRANSMISSION CONTAINS INFORMATION FROM THE LAW FIRMA OF SOROKIN GROSS & HYDE, p.C_ WHICH IS CONFIDENTIAL AND LEGALLY PRIVILEDGED. THE INFORMATION IS INTENDED 0 4LY FOR THE USE Of!THE INDIVIDUAL OR ENTITY NAMED ON THIS TRANSMISSION SHEET. IF YOU ARE NOT TIE INTENDED RECIPIENT, YOU ARE HERESY NOTIFIED THAT ANY DISCLOSURE, COPYING,DISTRIBUTION,OR' HE TAKING OF ANY ACTION IN RELIANCE ON THE CONTENTS OF THIS TELEC[}PlED INFORMATION IS STRICTLY ROHISITED AND THAT THE DOCUMENT SHOUI..D BE RETURNED TO THIS FIRM IMMEDIATELY. IN THIS REC+ RD, IF YOU HAVE RECEIVED THIS TELECOPY IN ERROR, PLEASE NOTIFY US By TELr-PHONE IMMEDIATELY V THAT WE CAN ARRANGE FOR THE RETURN OF THF=ORIGINAL 130CUMENTS TO US AT NO COST TO YOU. S,,G-H SOROKIN, GROSS & HYDE, P.C. Attorneys at Law Reply To: One Corporate Center Direct Dial (860)541-3307 Email:jkindl@sorokinlaw.com December 23, 1999 Michele Lipe, Assistant Planner Town Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Deming Hill Estates Easements - Sections 4 & 5 Dear Michele: As discussed, enclosed please find the following documents with respect to the above- referenced subdivision which, as you can see, have been executed by my client: 1. Conservation Easement over the 25-foot wide strip situated on the northwesterly boundary of Lots 72 and 73; 2. Drainage Easement to the Town of South Windsor over that portion of the property adjacent to the Open Space parcel and between Lots 68 and 69; 3. Original mylar of the easement map prepared in connection with the easement over the first piece referred to in the Drainage Easement; and 4. State Conveyance Tax forms. As you know, the Street Tree Easement required to be executed in connection with this section of the subdivision has previously been executed and recorded at the office of the Town Clerk. I trust that you will have these easements promptly recorded at the office of the Town Clerk. Thank you for your continuing cooperation. JSiny, Kindl JJK/elt Enclosures One Corporate Center,Hartford,CT 06103-3291 Tel: (860)525-6645 Fax: (860)522-1781 /(860)525-9099 730 Hopmeadow Street, Simsbury, CT 06070 Tel: (860) 651-9348 2360 Main Street,Rocky Hill,CT 06067 Tel: (860)563-9305 Fax: (860)529-6931 e-mail: sorokin@micro-net.com 4 , 638 CONSERVATION EASEMENT This Conservation Easement made this,09't*�day of November, 1999, by and between JXJ CONSTRUCTION COMPANY, INCORPORATED, 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 easterly side of Trumbull Lane 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 conserve as open space, in its natural state, a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that the maintenance and conservation of said property can best be accomplished by the securing by the GRANTEE of a conservation 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 open space, to grant to the said GRANTEE, the easement hereinafter expressed concerning said property, thereby providing for the maintenance and conservation of said premises as open space; 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 natural, scenic and open condition. CONVEYANCE TAX RECEIVED JJK/I'ARTRIDGE MEADOW II/DOCUMENTS/CONSERVATION EASEMENT STATES LOCAL$ -No.Q, __^A.A� Page 1 ✓�'/r��`,µ�"L. A . f�c� TOWN CLERK OF SOUTH WINDSOR s i VOL. 11 20PAGE 10 8 THE GRANTOR FURTHER COVENANTS AND AGREES: 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 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 trees (living or dead) shrubs or natural vegetation, the killing of wildlife; e. any other activity or use detrimental to drainage, flood control, water conservation, erosion control, soil conservation, wildlife or the maintenance of the land and inland wetland areas in their natural, scenic, and open condition. f. 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. JJK/PARTRIDGE MEADOW II/DOCUMENTS/CONSERVATION EASEMENT Page 2 VOL, 112 0 PAGE 109 CONSERVATION EASEMENT AREA SOUTH WINDSOR EXHIBIT A A certain piece or parcel of land thirty-five (35') feet wide located on the easterly boundary of lots numbered 32, 33, 34, 35, and a parcel of land entitled, "REMAINING LAND OF JEAN MARC JACQUES" as shown and designated as "35' CONSERVATION EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" on a map or plan entitled, "Property Survey PLOT PLAN PARTRIDGE MEADOW II SUBDIVISION - SECTIONS 3 & 4 RESURVEY PREPARED FOR JMJ CONSTRUCTION CO. SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers - planners - surveyors 1 inch = 40 ft. JOB NO.: 95-837 DATE: 6-8-98 DRAWING NO.: D:\JOB\95837SP.DWG SHEET 3 OF 18 REVISIONS 6-25-98 9-3-98 10-10-98" which map is on file in the office of the Town Clerk of South Windsor to which reference may be had. JJK/PARTRIDGE MEADOW II/DOCUMENTS/CONSERVATION EASEMENT Page 4 111c) I . 1 2, 0 1 0 9 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 -) _day of November, 1999. Signed, Sealed and Delivered In Presence of: GRANTOR: J.M.J. CONSTRUCTION COM*-)\XNY, IN ORPORATED AA -� can Marc Jacque its Fy', 'cent C �• .: STATE OF CONNECTICUT: ss. South Windsor N COUNTY OF HARTFORD On this,2 " day of November, 1999, before me, the undersigned officer, personally appeared JEAN MARC JACQUES, who acknowledged himself to be the President of J.M.J. CONSTRUCTION COMPANY, INCORPORATED, 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. Notary Public MURIEL M. JACQUES EC 0 9 1999 My Commission Expires NOTARY PUBLIC ,-C;l �r P F is�ncC1}�Z� - - -_ "` My commission expires Apr.30, 2001 io 9 ;ob AVVI 'TOWN CLERK JJK/PARTRIDGE MEADOW II/DOCUMENTS/CONSERVATION EASEMENT Page 3 voL. 112 0 pAoE 110, DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that it, J.M.J. CONSTRUCTION COMPANY, INCORPORATED, 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 Tolland 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 these easements or rights of 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 CONVEYANCE TAX RECEIVED JJK/PARTRIDGE MEADOW II/DOCUMENTS/DRAINAGE EASEMENT 2 STATES LOCALS Nm x Page 1 &iTCk0_t_ � . �;A TOWN CLERK OF SOUTH WINDSOR VOL� 120 PAGE 111 DRAINAGE EASEMENT AREA 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, shown designated as "PROPOSED DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR" located on Lots 50 & 51 on a map or plan entitled "PROPERTY SURVEY PLOT PLAN PARTRIDGE MEADOW If SUBDIVISION - SECTIONS 3 & 4 RESURVEY PREPARED FOR JMJ CONSTRUCTION CO. SOUTH WINDSOR CONNECTICUT design professionals, inc. civil engineers - planners - surveyors 1 inch = 40 ft. JOB NO.: 95-837 DATE: 6-8-98 DRAWING NO.: D:\JOB\95837SP.DWG SHEET 3 OF 18 REVISIONS 6-25-98 9-3-98 10-10-98", which map or plan is on file in the South Windsor Town Clerk's Office to which reference may be had. Said piece or parcel of land is more particularly bounded and described as follows: Beginning at a point of the northerly street line of Stevens Road, said point being the common property corner of lots 50 & 51; thence northerly along Stevens Road N 810 12' 15" W, a distance of 10.00 feet to a point; thence N 080 47' 45" E, through Lot 50, a distance of 186.40 feet to a point; thence S 810 12' 15" E, through said Lot 50, a distance of 10.00 feet to a point; thence N 080 47' 45" W, along Lot 51, a distance of 182.98 feet to a point; thence S 800 27' 10" W along other land of land now or formerly of Jean Marc Jacques, a distance of 139.79 feet to a point in the westerly street line of Trumbull Lane; thence, S 000 39' 57" W, along the westerly street line of Trumbull Lane, a distance of 74.52 feet to a point; thence along a curve to the right having a central angle of 08° 07' 48" and a radius of 475.00 feet, along the westerly street line of Trumbull Lane, a distance of 67.40 feet to a point; thence S 080 47' 45" E, along the westerly street line of Trumbull Lane, a distance of 122.43 feet to a point; thence N 810 12' 15" W through Lot 51, a distance of 138.00 feet to a point; thence S 080 47' 45" W, through said Lot 51, a distance of 150.00 feet to a point in the northerly street line of Stevens Road; thence N 81° 12' 15" W along the northerly street line of Stevens Road, a distance of 10.00 feet to a point; said point being the point and place of beginning. JJK/PARTRIDGE MEADOW II/DOCUMENTS/DRAINAGE EASEMENT 2 Page 3 VOL; 120 PAGE 112 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 storm water or storm sewer lines. IN WI-TNESS WHEREOF, the Grantor has hereunto set its hand and seal this �09 day of November, 1999. Signed, Sealed and Delivered In Presence of: GRANTOR: J.M.J. CONSTRUCTION COMPANY" INC RPORA ED c,��-E S 6L can Marc Jacqu , its P id6nt�A JU MAU j- ,222&-jd--A .���. STATE OF CONNECTICUT: ss. South Windsor COUNTY OF HARTFORD On this day of November, 1999, before me, the undersigned officer, personally appeared JEAN MARC JACQUES, who acknowledged himself to be the President of J.M.J. CONSTRUCTION COMPANY, INCORPORATED, 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. EGEIVED FOR RECORD DEC 0 __% r EM. JA t CQUES T �0.D Am t/ary Public NOTARY PUBLIC M Commission Ex it y p p ,�f,01RO)EO 1N OUT141,1INDSOR Y 4�'p commission expires A r.30, 2001 `TOWN CLERK JJK/PARTRIDGE MEADOW II/DOCUMENTS/DRAINAGE EASEMENT 2 Page 2 c 3 MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 3/26/02 RE: Deming Hill Estates, Section 4 & 5 (#98-68P) The Engineering Division has inspected the above referenced project in response to the request for a bond reduction to the maintenance level on this project. At this time we do not recommend the project bond be reduced to a maintenance level because there are a significant number of items that need to be corrected or completed. Enclosed is a punch list of items that need to be completed before this project can be accepted by the Town of South Windsor, and the bonds reduced to a maintenance level. I will forward a copy of this punch list to the developer and discuss it with him. Please call me (x 245) if you have any questions. RECEIVED MAR 2 7 2002 SOUTH WINDSOR PLANNING DEPT. MEMORANDUM TO: Jeffrey Doolittle, Town Engineer FROM: Joseph J. Perna, Project Engineer Y+ DATE: January 22, 2002 RE: Deming Hill Estates Subdivision We have completed a review and inspection for the reduction of the subdivision bonds to maintenance level for sections 4 & 5. The following items remain to be completed prior to acceptance by the Town: Section 4— Gilbert Lane/Elmore Wav • The concrete sidewalk at the driveway crossings for lot nos.'71 & 76 need to be cut out and re-built to town standards. • Street trees — same as above. • As-built drawings — revise items listed below: Sheet 3 of 3 1. Provide ties for sanitary and foundation drain laterals for lot no. 76. Section 5 — Loomis Road/French Lane Transformer pad at property line between lot nos. 68 & 69 must be moved outside storm drainage easement. • Street trees — same as above. SOWN •e" 07eSaU� V&U&ot S h 0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe•co�' TELEPHONE (860) 644-2511 April 18, 2002 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Re: Appl#98-68P, Deming Hill Estates, IV& V Dear Mr. Jacques: This is to advise you that the Planning and Zoning Commission voted on April 9, 2002, to deny your request for the reduction of the subdivision bond for the above referenced project. The reason for denial is a significant number of items need to be corrected or completed. Please refer to the enclosed punch list. Sincerely, /<�� /// e Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Jeff Doolittle, Town Engineer Design Professionals, Inc. MEMORANDUM TO: Jeffrey Doolittle, Town Engineer FROM: Joseph J. Perna, Project Engineer DATE: January 22, 2002 RE: Deming Hill Estates Subdivision We have completed a review and inspection for the reduction of the subdivision bonds to maintenance level for sections 4 & 5. The following items remain to be completed prior to acceptance by the Town: Section 4— Gilbert Lane/Elmore Way • The concrete sidewalk at the driveway crossings for lot nos. 71 & 76 need to be cut out and re-built to town standards. • Street trees — same as above. • As-built drawings — revise items listed below: Sheet 3 of 3 1. Provide ties for sanitary and foundation drain laterals for lot no. 76. Section 5 — Loomis Road/French Lane • Transformer pad at property line between lot nos. 68 & 69 must be moved outside storm drainage easement. • Street trees — same as above. MEMORANDUM To: Marcia Banach, Director of Planning From:Jeffrey B. Doolittle, P.E., Town Engineer (PC? Date: 7/30/02 RE: Deming Hill Estates, Section 4 & 5 (#98-68P) The Engineering Division has inspected the above referenced project and finds that the public improvements are substantially complete. Therefore, I recommend that the bonds be reduced to the maintenance level. t ON N S C+` U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe•co AREA CODE 860 / 644-2511 August 2, 2002 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Dear: Mr. Jacques: Re: Deming Hill Estates Phases I, II, IV, V This is to advise you that the Planning and Zoning Commission voted on July 30, 2002, to reduce the subdivision bonds on the above referenced projects to maintenance level that will expire on July 30, 2003 as listed below: CURRENT APPLICATION AMOUNT REDUCTION BALANCE Appl 96-72P, Phase I $ 91,000 $ 8,400 $ 82,600 App196-72P, Phase II $186,000 $ 53,500 $ 132,500 Appl 98-68P, Phase IV $156,000 $ 117,900 $ 38,100 Appl 98-68P, Phase V $ 79,400 $ 31,800 $ 47,600 Please forward an amendment to the bonds we are currently holding showing this reduction at your earliest convenience. Sincerely, Oa, Kevin McCann, Chairman Planning&Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official VOL. 10 3 9 PAGE 25 (Corporation) 0 136SFC A Hartford,Cleavola,�Connec iccutnk Service,led Leal a STATUTORY FORM QUIT CLAIM DEED 6320 GREEN ACRES REALTY, INC. Of 1169 Ellington Road, in the Town of South Windsor, Coutnty of Hartford and State of Connecticut for consideration paid, grant to TOWN OF SOUTH WINDSOR Of 1540 Sullivan Avenue, South Windsor, Connecticut with QUIT-CLAIM COVENANTS (Description and Encumbrances, if any and any additional provisions) A piece or parcel of land located northerly of Strong Road in the Town of South Windsor and shown on a certain map or plan entitled, "Resubdivision of Property known as 442 Strong Road, South Windsor, Connecticut property of Green Acres Realty, Inc. 1169 Ellington Road, South Windsor, Connecticut Scale 1" = 40' Certified to be substantially correct Nadir Donat R.L.S1 7754 West Hartford, Connecticut November 09, 1987 revised February, 1988 Sheet 1 of 2 and Sheet 2 of 2. Said premises being more particularly bounded and described as follows: NORTHERLY: by land now or formally of Kelsey-Ferguson Brick. , 8.29 feet, EASTERLY: by Lots 3,2 and 1 of this resubdivision, 529.78 feet, more or less, SOUTHERLY: by land no or formally of Donald J. and Laura M. Mitchell, 8.01 feet, WESTERLY: BY Strong Road, 529.78 feet, more or less. CONVEYANCE TAX RECEIVED STATE$ .. _ _._•LOCAL.$ __Noy )kaCka-c A , ' TOWN CLERK OF SOUTH WINDSOfl Signed this 20th day of April 198 Witnessed by: AiRel ...... .......................................... {(! .� M li B. Reid 44� a ,ywx • ....• •....• •.• • •................. •....• •................................................ •.................... Christine L. Lederer STATE OF CONNECTICUT, CD to t ss. South Windsor April 20,1988 w COUNTY OF HARTFORD CD n Personally Appeared Kevin Reid as President of Green Acres Realty, Inc. as aforesaid, Signer of the foregoing Instrument, and acknowledged the same to be his free act and deed as such and the free act and deed of, i orporation/ ip, .before me. U; V Grantees' Mailing Address .. . ................. ........... .................. L"" L4 N0Xt(�°WiX>fXJCl0AC9 X06X/ Commissioner of Superior Court a �. 4G...$.wjj�,yan.Ax.Qnee................................... Christine L. Lederer yl .South.-Windsor.,..CT...0.607.4............................ i TON OF SOUTH WINDSOR .�STAFF SITE'CHANGE 3OR SITE & SUBDIVISION GENERAL: CHANGE ORDER CON PERSON_PERSON i Isbw w Phone No. 291-8755 Address D.P.L, 10 '910.S►t"to Ad.,, South WLn&W+' CT 06074 Site Name Dadin I= itefi SWUM 4 P&Z No. Owner c3jw-k ftelty . Phone No. Contractor im Signature of Owner Date: 6 4/99 Date Signature of Design Engr. 6�4/99 CHANGE: . (Describe location and n ure f (ange. Include Four (4 copies of plan/profileof C� ► hange at"9�tX.'fi�tft IiVAM 41cpa of Eli" tat, 3% omft. l Miftty MobojL* . C 63 to wd � vau � �► � imi of to aaac * -.dhmW- OR • Reason for Change: (why is change required) 'j�w of xftw tl oR sibet. Nood t O zedum t Of Oft an site. - APPROVALS: (As Require Dir. Of Planning Date: Q c� Town Engineer Date: .Dir. of Public Wto s Date: Other: Date: STAFF COMMENTS White - Town Engineer Yellow - Applicant Pink - Director- of Planning Goldenrod Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON KaMn 18h9VAM d Phone No. 291-8755 Address-EK,165 S, 8atrlft AL. South Minlows( 0074 Site Name Dwaine Ri.l3. Extafts-Secti m A P&Z No. . owner Clark11ty " Phone No. Contractor Signature of Owner Date: � Signature of Design Engr._ Date: RM/kfil CHANGE: (Describe location and Aa4re/ofl6hange. Include _ Four (4 ) copies of plan/profile of Change. ) PSUMU sedi 11-mitatiM bamin No. 3 outsift of q;m spkao and @*Mti .].y rs* dum its sire: vs wstlml& budbr iMe t, W4 0=8at wotlmft ilats. No allftiv ty in wstlanft. AU6, marect wetlands limits cn lot No. 05 wd zovi s gxv ding to rowan gaeditV fm m wftl=& se as s, a€ws. No.nat#vity in watlsnds. Qpacm t wstUnds buffet limcLts�+ . : Reason for Change: (why is change required) 8ad4mutattm basin was wVM nixed. Cormt yCojeft wqi=Wr dmigming Sectim 3r lioauuA thft march lam wits.-ahceon:as rash 1t atts, resulting in =ad to 8ediu tatl+�s Sain ND. 3 in. - to key► t.,cut of wetIMft. dais results in an aftal motion of iaft3"is disttn"banve. No, 85VOW&4i clue to n w h9fW. APPROVALS: (As Required)- Dir. Of -Planning Date: ToKn Engineer Date: s zz'/44 - Dix. of Publi ork Date: Other: 'JJAI (JAMi STAFF C S: V � 2 : White - Town Engineer Yellow - Applicant ?. ,. _ Pink - pirector of Planning Goldenrod - Engineering Department. TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION <.. GENERAL: a; CHANGE ORDER CONTACT PERSONOrm Ishftmwood Phone No. 291-8755 Address MAO S. 8ate].lite Ad. 80ath SAT 0014� Site Name Dmim..I= zetatw sm. A ���` P&T No., Owner Cluk ftalty ,_ Phone No. Contractor " Signature of Owner 4 " . Date: 8/2�/99 Date:' 6/26/" M Signature of Design -Engr: CHANGE: (Describe ldcation and eY change. Include Four (4 ) copies of p as ofile of Change. ) L..A- burin N041 3 A - 1 reaLM its size# xvdwe mWam�r bear � '� ts. a►�tivitp n W s�reuaa+a Reason for Changg : (Why is change-required) �tils►#a�in bers3xz. . � daa � 31 c����ai t1at the I" OOM as W*tl�a ds limit�x r tltlx�g nered bd sti+�- in an actual APPROVALS: (As ire ire Dir. Of Planning Dater Town Engineer Date: Dir. of Public o ks Date: f Other: Date: ST F E TS: White Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH Wl�NDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON k690� SMu Phone No. I r � Address 6.f - (PS SOM SAT-ITC PRAD S.WINDSo. a (T 0,007f 4 ►N H ILL C Site Name } `tTn P&Z No. Owner CLAK ReftTy I Phone No. Contractor O T TI Signature of Owner Date: (0 g� Signature of Design Engr. Date: 4 �P CHANGE: (Describe location and na ur of change. Include Four (4 ) copies of plan/profile of Change. ) EttMWA— M C-46roN6 CVt•-- 9-AC ON Aggisc p90 posep 6pfte Mom STA•5 z400 -4 `X Co1VPA C Ar A No STA. +�6 , Emus P•S• M A `7,r = oj53. ft—b L C-AW& TOP OF' MAMC EIC-V ATIONS t- e 8s # $ L 1 ZZ2 ' J53.0d Reason for Change: (Why is change required) L.G►'r 7, APPROVALS: (As `Re wire ) Dir. Of Planning ,. Date: Town Engineer Date: Q Dir. of Public ks Date: Other: Dates STA F COMMENTS: White - Town Engineer Yellow - Applicant;$ .,, Pink Director of Planning Goldenrod - Engineering Department SSW N df" 02 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSOR.CO TELEPHONE (860) 644-2511 February 18, 2003 Ms. Nancy Jacques JMJ Construction 658 Ellington Road South Windsor, CT 06074 Dear Ms. Jacques: qJ - '-a f Re: Appl##99:52P—Deming Hill Estates Section IV This is to advise you that the Planning and Zoningto'mmission voted on February 11, 2003 to release the Erosion and Sedimentation for the above-referenced project in the amount of$20,000.00 and the Wetland Plantings bond in the amount of$5,000.00. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, { Kevin McCann, Chairman Planning&Zoning Commission KMcC/kah cc: Town Engineer V prlN St+t� F Town 0,yeS-OUA ?&U/441at m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��hpsOR•Co AREA CODE 860 /644-2511 November 8, 2000 Mr. Jean Marc Jacques JMJ Construction 658 Ellington Road South Windsor, CT 06074 RE: DEMING HILL ESTATES SUBDIVISION Dear Mr. Jacques: As requested, we have made an inspection of Sections 4 and 5 of the Deming Hill Estates Subdivision and have developed a punchlist, a copy of which is attached. In addition to these items, the as-built drawings are required. Until all sidewalks across driveways are built in accordance with the Public Improvement Specifications, this project's bond will not be reduced to maintenance level. If you have any questions, please call me at 644-2511, extension 245. Very truly your JTon Ia etta, P.E. JCl/jsv En ' er Attachment cc: Marcia A. Banach, Director of Planning J Joseph J. Perna, Project Engineer File