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HomeMy WebLinkAboutSubdivision (107) "TOWN OF SOU'1'II WINDSOR, CONNEC`1'ICU`1' D PLANNING & 'ZONING COMMISSION APPLICATION FORM Application No. : �/ o -(D p OCT I 1"6 Date Received: /Public Itearing by : _ _c�(o South Windsor Receipt No. — Planning & Zoning Commission APPLICANT: Collins Crossing, L.L.C. by Nola Johannes, Manager ADDRESS : c% Harold R. Cummings, Esq., 1610 Ellington Road.,-P.O. Box 667, South Windsor, CT OWNER OF RECORD ON LAND RECORDS _ Collins Crossing, L.L.C. ADDRESS : C/o I mold R. C�ura[unas, Esa 1610�1 l i� pn Roads p O Box 6671 S Windsor, CT COMPLETE LOCATION OF PROPERTY: East side of Sullivan Ave, south of Hillsdale Road 23 Partial Assessor' s Map # 89 , Parcel #,_11 Zone A-20 & RR NAME, ADDRESS, & TELEPHONE # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: HarQl d R C'mimi ngq, 1,8_ ,, C al 1 i n--, C'rn�Si ng� T T C 6i n F'i 1 i 91-On 11 - P 0. Box 667 THIS APPLICATION IS FOR: (Checkall that apply) : S. Windsor, CT 06074 _1 . Zone Change L-o (Public Hearing required) x2. Subdivision/Resubdivision 0", 6 q 4- 3 J g 7 a. Subdivision Minor Major b. �_ Resubdivision Minor X Major (Public Hearing Required) Sunrise View Estates C. , Conditional Approval d. r Open Space Subdivision (Public Hearing Required) —3 . Special Exception to Article (Public Hearing Required) _4 . Site Plan of Development ^5 . General Plan of Development —6 . Earth Filling [Sec . 101 and/or Earth Removal [Sec. 9 ] (Public Hearing Required) _7 . Regulation Amendment : Zoning Subdivision `8 . Amendment to Town Plan of Development 9 . Temporary and Conditional Permit —10 . Other (explain in detail) : ica t Col ns Cro sing, .L.C. roperty Owrie Co ns lli Cross' L.L.C. (See reverse ide for additional information) TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDDMSIONS/RBSUBDIVISIONS APPLICANT A.3 ( 9p c� N fa L, C PROJECT NAME jets.f � ��� �, This checklist must be signed by plan preparer (P.E/L.S) declaring that all required information is provided. Place a check mark for each item supplied. Subdivision ------------------ (Minor ( Regular I. PROJECT-PLOT INFORMATION I I A. General Information 4 I � X1. Appl. & owner name, address x x I I 2. Engineer & land surveyor name, address, license no. & seal x ( x _X 3. Key map at 1" = 100' scale showing location of tract with reference to surrounding properties,' streets, x x municipal boundaries, etc. , within 500' . Key map must include layout of streets with names, layout of lots and lot nos. , open space land, and names of surrounding property owners. 4._ A schedule of required and provided zoning district requirements including lot area, lot frontage, lot depth, x x yard setbacks, open space, variances granted, etc. 5. North arrow and scale. x ( x 6. Appropriate certification block. x x I I 7. Date of original and all revisions. ( x ( x I 8. Name of development. x x I ' B. Plot plan at 1" - 40' scale on standard 18" x 24" or 24" x 36" sheets with a 1/2" ruled margin containing the following data. ( x x Developments which require more than two 24" x 36" sheets may submit the plot plan at 1" = 100' scale. i �L1. Metes and bounds description showing dimensions, bearings, curve data, length _A,u ----------------------- ---Minor Regular oftangents, radii, arcs, chords, and x x central angles for all centerlines and ' rights-of-way, and centerline curves on streets. Monuments are required at corners and angles of all new streets and new street, lines, at all points of curvature and tangency, and at critical corners and angles of all new Town open space. Coordinates for monuments shall be in tabular form. 2. MDC or CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. i 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle x x points. 4. Yard setbacks dimensioned. x x 5. Easements, noting grantors, grantees, and purpose. x ( x X 6. Proposed buildings and other structures. x x I - 7. Development phasing, if proposed. ( x ( x 8. Names of abutting property •owners. x ( x ' I I 9. Proposed street names. x x ,oVA 10. All open space reserved for common or public uses. x x , 11. A-2 certification & PE/LS .seals- x x II. SETTING/ENVIRONMENTAL INFORMATIONT I I Topographic map at same. scale as plot plan containing all data included on the plot plan plus the following: I I 1. All existing structures, streets, wetlands and watercourses, or other environmentally lexist'g) sensitive areas, including enough data Istructs) beyond property boundaries to allow a Istreetsl x reasonable evaluation of the property's lwetlndsi ecological relationship to surrounding Ifldpin I areas, 100 yr. floodplain. I * I x i 2. Existing and proposed contours to extend x at least 200' beyond subject property, as follows (town mapping) : 100' X. up to 3X grade: 1' contour interval 3z grade & over: 2' contour interval I X 3. Boundary limits, nature, and extent of 5ubci1Vision ---------------------- ---Minor Regular woodedareas, specimen trees, and other x x significant physical features. I i 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part (can use Town x x stormwater study) . 5. Drainage area map. * x I 4 6. Drainage calculations * x N 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary sewerage systems * x provided. III. IMPROVEMENTS & CONSTRUCTION INFORMATION 1. Proposed utility infrastructure plans, including sanitary sewer, water, storm * x water management. 2. Spot and finished elevations at all property corners, corners of all structures or dwellings, existing or x x proposed first floor elevations. I I 3. Construction details (per standard specs. ) � . * x 4. Road and paving cross-sections (per standard specs) . * ( x 5. Proposed street names. x N� 6. Lighting plan and details. _ I I _ 7. Landscape plan and details 7D �r mfD GCE A 8. Dumpsters (if needed) . il/fi 9. Site identifications signs, traffic � . control signs, and directional signs. * x I 10. Sight triangles at new road intersections. * x I �C 11. Sight triangles at driveway entrance. x 12. Vehicular and pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and * x general plan of development. 13. Parking plan showing spaces, size and type, aisle width, curb cuts, drives, driveways, and all ingress & egress areas and dimensions. _ I I 14.EPlans and profiles (1" - 40' Subdivision ----------------------- --Minor Regular--- horizontally and l" 4' vertically) I x showing the follow: I I I I a. Layout of streets in sections coordinated by stations with the * I I x profile. b. Street plan showing roadways, I drainage, and partial lot lines I ( x I I C. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve I I x information I d. Profile will show all catch basins and I all drainage lines between catch basins I with all invert and top of frame I I x elevations. Drainage pipe material to be described. I i e. Typical/critical cross-sections where I grading is outside street right-of-way I ( x or is at street right-of-way. I f. Where any, storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to I I x determine conditions. I I . I I g. Profiles shall show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, I * I x and slopes of pipes. Top of foundation elevations for habitable buildings I I shall be shown. 15. Traffic report (by traffic engineer) I * I /✓A 16. Open space site improvement plan. ( * I x 17. Architectural elevations/information I 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. /,--;) -- �ppE,4 9� Plan Pr293 rer PE/LS 'T L�� � �. Date Aug st ,?esigr`.ofessionals, inc. civil engineers • planners • surveyors ■ July 29, 1996 DPI Project No. 95-845 COLLINS CROSSING Total Site Size = 30.78 Acres Site Location: Between Sullivan Avenue & Nevers Road, Southerly of South Windsor High School Application Summary Conventional Subdivision: Creation of two parcels (A is 22. 17acres/ not a building lot, B is 8.61 acres for the Collins Hill I & II Senior Residence Development). Si te to Plans/ Special Exceptions: Collins Hill I& II - Eighteen detached senior- condominiums to be called "Collins Hill I & IU Senior Residence Development", on an 8.61 acre site off Sullivan Avenue. All homes will feature one-floor living, two bedrooms, a full basement, and an attached garage. Collins Hill I & II SRD will be served by a private street. 165 South Satellite Road, South Windsor, CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 101MYT1,0 OCT .1 19% DESIGN PROFESSIONALS, INC. civil engineers planners surveyors South Windsor Planning & Zoning Commission October 1, 1996 Project No. 95-845 COLLINS CROSSING Site Location: Between Sullivan Avenue&Nevers Road, Southerly of South Windsor High School Application SummM Subdivision Sunrise View Estates: Ten new luxury home building lots, many with commanding views of the Connecticut River Valley, to be called "Sunrise View Estates," along with two new public streets (Collins Crossing and Sunrise Lane), and creation of Parcel C, for a Senior Residence Development. Site Plans/ Special Exceptions: Collins Crossing-.: Twenty attached senior condominiums in four buildings to be called "Collins Crossing/ Senior Residence Development", on a 6.17 acre site across from Nevers Road Park. All homes will feature one-floor living, two bedrooms, a full basement (some with walk-out), and an attached garage. Collins Crossing SRD will be served by a private street. This development is similar to the "Porter's Share/ Senior Residence Development" on Route 30. Design Professionals, Inc. 165 South Satellite Road, South Windsor, CT 06074 Telephone 860 291-8755 Fax 860 291-8757 D � Design Professionals, Inc. ocT _ W6 civil engineers planners surveyors South Windsor Planning & Zoning Commission LETTER OF TRANSMITTAL TO: Marcia Banach, Planning Director DATE: October 1, 1996 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 REGARDING: PZC Applications Project No. 95-845 Collins Crossing, L.L.C. South Windsor, Connecticut WE ARE SENDING YOU: for your use at your request X for approval by PZC/WPCA for your files for review and comment THE FOLLOWING: Completed site plan/ special exception/ subdivision application forms, blueprint sets of plans, application fees, subdivision& site plan check lists, drainage reports, and project narrative for Collins Crossing SRD and Sunrise View Estates Subdivision. Please advise this office of any Town staff comments, and of the anticipated meeting date. Thank you. Design Profes ' als, Inc. By: / Peter R. DeMallie Principal cc: Harold Cummings, Esq. � .� Brian Edwards AI- Fred Shaw CL'tt CLL-e Dan Wright John Stewart Jim Ford Design Professionals,Inc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 fax 291-8757 OWN S£4 t 4 07 y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �OSOR•co�' AREA CODE 860/644-2511 December 12, 1996 CERTIFIED MAIL Collins Crossing, LLC % Attorney Harold Cummings 1610 Ellington Road P O Box 667 South Windsor, CT 06074 Dear Attorney Cummings: Re: App196-68P, Sunrise View Estates We regret to advise you that the Planning & Zoning Commission voted on December 10, 1996 to deny the above-referenced application. Approval of the proposed subdivision would have required a waiver to Chapter 4.C.3.c(1) of the Subdivision Regulations in order to allow a cul-de-sac to exceed 600 feet in length. The Commission did not agree that the proposed cul-de-sac could appropriately and reasonably be extended in the future to another outlet. A motion to approve was defeated by a tie vote. If you have any questions feel free to contact the Planning Department at 644-2511, ext. 253. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Chief Building Official Town Engineer Assessor 1J DEC 1 1996 LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, DECEMBER 14, 1996 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its December 10, 1996 Regular Meeting, the Commission voted to take the following actions: 1. Deny application#96-68P, Sunrise Estates - Resubdivision of 22.7 acres to create 10 lots and Parcel C and D on property located easterly of Sullivan Avenue and westerly side of Nevers Road, A-20, RR& FP zones 2. Deny application#96-69P, Collins Crossing SRD - Special Exception to Article 4.1.12 of the Zoning Regulations and Site Plan of Development for the creation of 20 attached Senior Residence units on property located on the easterly side of Sullivan Avenue and westerly side of Nevers Road, RR zone 3. Approve callings/settings/reductions of certain bonds. Frank A. Castro, Vice Chairman ■ , esign p ofassionals, inc. ■ Civil Engineers • Planners • Surveyors GIS LETTER OF TRANSMITTAL TO: Marcia Banach, Director of Planning DATE: November 3, 1998 Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 REGARDING: Sunrise View Estates PROJ. NO.: 95-845 Sunrise Lane South Windsor, Connecticut WE ARE SENDING YOU: ❑ for your use ❑ at your request ® for PZC approval ❑ for your files ❑ for review and comment ❑ other THE FOLLOWING: (1) copy of the bond estimate for Sunrise View Estates on Sunrise Lane. (1) copy of the bond reduction for same. Please forward to Jerry lazetta for bond establishment/reduction. Design Professionals, Inc. By: ='' a n M. Is rwood Project Engineer 165 South Satellite Road, South Windsor, CT 06074 • (860) 291-8755 • Fax : (860) 291-8757 • Email: dpicivil@aol.com MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 2, 1998 RE: Sunrise Lane — Collins Crossing We have reviewed the bond estimate provided for Sunrise Lane and recommend that it be set at $232,000. We have also reviewed the request for a bond reduction for Sunrise Lane and recommend that it be reduced to $63,000.00. A copy of each estimate is attached for your files. JCl/sfg TOw7,4 OF SOUTH WINDSOR PROJECT: S's ' STREET: `�,mPuSe Lfi n1E BOND ESTIMATE FOR..%t P&Z I.D.: ENGINEER: W,4 1 1996 CALENDAR YEAR y/ DATE:- /d� 9f3 I Z�i Od Band Bond Unit Reduction Reduction I N N a 2. Strig&St2gbile ( IOD2.00 Z200-00 }. Earth Excavation (Excludinr,Roadway 4- Roadway Exetystion --cy_ 120 3 12.00 (4 .00 Emih Trench Exc. -d 10 31 1200 12,408,0() 10, Rock Trench Exc_ -4 2 103. 3 1.50 351-Z- 20. 7OZ .act (0 1 fl.00it alp%t8o 76 Z 15.00 43o.o0 19- $it. Ca�aytt q .550.00 225. 20. h. t . -.55-mf S 10,147,60 *vwiea 93,©�£� Pate 1 Sub-ToW $ -&—,08 2 rJ BOND FSnMATE FORM Bond Bond Unit Reduction Reduction i • 22, Road w- S!dMgk 41 Z7-235o.40 25, NAGE 26, r 27 • • • • 32- • POLYEnm. pm 34, RCP IV In Plws _.LE 30.00 35 v 24-00 37, • LF. 5,1fo 13 9Z3>cc 38, 18w w • LL— PYC SOR 11 In Pima F45.00 Pap L Sub-Total S �`3.�'s•.OD BOND ESTIMATE FORM Bond Bond Uait Reduction Redaction a 45.00 4 ]:)RAJNA,GE MU MUM ? 00.pd 2 52- Box Culvirt x LF450.00 I I0, W& 63, • EVC In FUM SDR 35 SZ 7 35- 18 9q5. 64, • ZS Z 7,5(oo,oo s vriat Page 3. sub-Tow S 3 7)o05 6t) S 1m1-qnSa oo•0os�Z Qo•00S z • Sl 00.0z2 8 8zAS suminx pun Sam'Sommml 00.0ZZ`F os 788Z 1AS 000Z � oo'5L 1Y3 M!s 00'SL 00Ya - 00,91 zl gn va • - i 00.00p 9 " M nfl!017 Z ON t vas P BOND ESTIMATE FORK ' Bond Bond Unit Reduction Reduction T N s Z SQo.x 1.6 t OCO. CO 5 i 10M 00 Sub-Tali$ %000-00 Sub-Tail Pop 1 $ g3�5 Sub-Total PW 2 S 39?775.00 Sub-Total Pap 3 5,, 7,E OD S•0a —- -- /7 to rr Sub-Total Pap 4 S Sub-Total Pap 5 S_ 9000. 00 Sub-Total S 44/411 25% Ccocia;sod"x Sub-Taal: S Z'3Z�49.tr TOTALS :5 4y Z Bz,o00 •Twigs Pate 5. ti ss TOWN OF SOUTH WINDSOR PROJECT: 84S -COLLIMS CROs IM& STREET: S vN R ISE LANE BOND ESTIMATE FORM P&2. -.D.: ENGINEER: KM 1 1996 CALENDAR YEAR I; DATE: ►i/3 9$ 1;La 9 -j 4 r Bond Bond Unit Reduction Reduction Item Description Unit antity Price Cost No. 1 No. 2 1. Clearing & GrubbingLS A 2. Strip&Stoc ile Topsoil CY. 1!00 2.00 2,200.00 3. Earth Excavation (Excluding Roadway &Trench) CY 10.00 4. Roadway Excavation CY 1 Z 0 3 12.00 00 5. Earth Trench Exc. 0-4 CY 10.00 6. Earth Trench Exc. 0-10 CY /034 12.00 12)408.00 7. Earth Trench Exc. 0-15 CY 15.00 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadwa Exc. Rock CY 50.00 10. Rock Trends Exc. 0-4 CY 50.00 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 Sub grade SY Z)103_ 3 1.50 3 15'4.95 15. Subbase Gravel CY 351. Z 20.00 -7iO2-4.00 16. Processed Aggregate TONS (614. 6 18.00 11 0G L OO 17. Common Borrow CY 10.00 18. C.- ✓el Borrow CY 762 15.00 11,436. 00 19. •5 "Bit. Concrete Class I TONS ($4.5 50.00 9 ZZS-0- 0 20. 1.5 "Bit. Concrete Class II TONS /$4'S 55.00 10,17 So 147�5 0 *varies Page 1 Sub-Total$ O� 197. SO BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. I No. 2 21. 6" Asphalt LiR Curbinz LF H74 3.00 3 5Z1.60 22. Road Widening Complete SY 50.00 23. Conc Sidewalk 4' Wide LF 7 S 30.00 2Z. 350. Z2-7,50,00 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 LF 30.00 33. POLYETHYLENE PIPE 34. 8" ADS-N-12 or Eaual 21.00 35. 10" ADS-N-12 or F4ual 22.50 6. 12"ADS-N-12 or Equal 24.00 37. 15" ADS-N-12 or Eaual L'F '54(, 25.50 /3 923.00 38. 18" ADS-N-12 or F.Oal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP 41. Modified Riprap CY 45.00 Page 2. Sub-Total$ ZZ,350.CO BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Descri tion Unit Quantity Price Cost No. 1 No. 2 42. Intermediate Ri ra CY 45.00 43. Standard RiMR CY 45.00 DRAINAGE STRUCTURES 44. T "C" Catch Basin EA 1500.00 ow,0 45. T "C"Double Grate EA 2000.00 ��CCO.DD 46. T "C-L" 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. HeadwalI EA 1. Endwall EA 52. Box Culvert x LF 53. 15"Flared End EA 450.00 54. 180 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 SDR 35 LF 37.00 63. " PVC In Plwe SDR 35 LF rJ 2 7 35.00 1$ 5,00 64. "PVC In Place SDR 35 LF Z 5 2 30.00 7, 5160.00 *varies Page 3. Sub-Total$ Q) BOND ESTIMATE Bond Bond Unit Reduction Reduction Item Descri tion Unit Quantity Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 5. Sanitga Manhole EA 1500.00 66. Sanitary Manhole m/DroR Inlet EA 2500.00 67. Sanitary Manhole over 10 FT. EA 2000.00 6,000.00 68. 9. 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 I Z- 1 50 18.00 16,00 76. Street Sims EA 75.00 'Moo 75,p0 77. Traffic Sigm EA I 75.00 75 00 5. 78. Street Lights EA L- l000.00 Z 000 Zy 000 79. Futnishina /Placing To oil SY12 2.50 3 2.Zo.oD 3,,220.OD 80. FertiIizing,Seeding and Mulching SY i L 2.50 3,QC).00 3 2 a 00 81. Trees EA 150.00 82. Maintenance/Protection of Traffic 83. Construction Stakin:::j LS * 2 500.00 Z,5oo.to *varies VW 00 Page 4. Sub-Total$ -�eTE'Tf�8• cc) BOND ESTIMATE FORM Bond Bond Unit Reduction Reduction Item Descri tion Unit Quantity Price Cost No. 1 No. 2 84. As-Buiits LS * Z 500. Z- 500.00 85. Iron Pins EA f(0 100.00 ! (.00.00 600.0o 86. Concrete Monuments EA Z 250.00 3 000.,CO 3�000.Oa 87. Driveway-Bit. Conc. SY 95 20.00 1 900100 (o(oZ,50 88. 89. 90. Sub Total$ $,762.SD Sub-Total Page 1 $ FISS$. Z5 (O, l47.So Sub-Total Page 2$ 37, 79 5.00 ZZ,3 50.00 Sub-Total Page 3$. 37, 005.00 SD A M Sub-Total Page 4$ 15,l 08.00 Sub-Total Page 5$ 9?Od0.00 9,762.50 Sub-Total$ /8l l ? 9(0. ZS 4WTq+!6< 00 7 25% Contingencies x Sub-Total: $ 45,4 7%o th G7.�33.5� TOTAL$ 2271 4?5•31 *varies Page 5. /va11ez/BONDES7FORM/form95 I also wish to receive,the • Complete Items and/or 2 for additional serwces. I foiiowlhg services.,(for an extra SL . complete Ttd:rs 3,and 4a&b. m • Print yourrfi$frie and address on the reverse of this form so that we can . refum this:gard to you. : 1; ❑ Addressee's Address y • ¢'tteeli f j # rm to the front of the mailpiece,or an the flack.if space ti does notde • Wri#e"Return RecelptRequested"on the ri'maiipiece below the article,number. 2; [� REStrieted ReiiVery •.The RefJA 6eee1pt will show to whom the article wasdeUvered and the date .ConsUit postmaster for fee. delivered. - 3. Article Addressed to: za. Article Number '_ 804 921 b. ervioe Type ❑.Registered ❑Insured., . COLLINS CROSSING LLC Cetif' d p COD ATTORNEY HAROLD CUMKINGS " Return Receipt for. ❑ Express Maii ❑_"Merchan "se -16-10 ELLINGTON ROAD ,o - P 0 BOX 667 7. Date of Dei,ery SOUTH WINDSQR CT - 06074 i C 5,'Signature (Addresses) 8. Addressee`s Address(Only if requested ` and fee is paid? ' .Q, '8i ature (Agent► S t=orm.1 I,1 December- 1991 " u.s:G.e.o ts�g=3o7 43n `DOME$1'1� RETURN RECEIPT