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Resubdivision/Interior Lot
4046 . pnr�,t TOWN OF SOUTH WINDSOR, CONNECTICUT o PLANNING AND ZONING COMMISSI" APPLICATION FORMs �Application No . SR`- )", Date Received: /1 /q=z Action/Public Hearing by: DEC 101993 Receipt No . : South Windsor APPLICANT: Tolland Bank, c/o Guy Cambria,ir. , Chairman plinnieo t zoning Co mission ADDRESS: P.O. Box 156, Olde Tolland Common, Tolland, CT 06084 OWNER OF RECORD ON LAND RECORDS : same ADDRESS : same COMPLETE LOCATION OF PROPERTY: south of Ridge Road •& east of Buckland Read ASSESSOR'S MAP#38 PARCEL# 9 LOT# ZONEAA-30 NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal, Design Professionals Inc 441C Governors Highway, South Windsor,CT 06074 TELEPHONE: 291-8755 THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) . x 2 . Subdivision/Resubdivision. a . x Subdivision Minor x Major b. Resubdivision _ Minor Major (Public Hearing Req. ) C . Conditional Approval d. Open Space Subdivision (Public Hearing Required) l x 3 . Special Exception to Article 4.6.1 (Public Hearing Required) (Interior Lots) 4 . Site Plan of Development. 5 . General Plan of Development. 6 . Earth Filling [Sec . 10) and/or Earth Removal [Sec . 9 ] (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 10 . Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED °BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPL TE WITH ALL MAPS AND DOCUMENTS REQUIRE"TACHED CHECKLIST, ALL H WHICH CO STITUTE THE APPLICATION. /Agent for Applicant 'Agent for owner Applicant Owner ��an rt4 t TOWN OF SOUTH WINDSOR, CONNECTICUT o a PLANNING AND ZONING COMMI i APPLICATION FORM Application No . OR'` 93 Date Received: DEC 10 1993 Action/Public Hearing by: Receipt No . : South Windsor APPLICANT: 'Tolland Bank, c/o Guy Cambria,Jr., Chairman P'"MRg & Zonyflyt C4DM issi0n ADDRESS : P.O. Box 156, Olde Tolland Ccxnnon, Zblland, CT 06084 OWNER OF RECORD ON LAND RECORDS : same ADDRESS : same COMPLETE LOCATION OF PROPERTY: south of Ridge Road -& east of Buckland Road ASSESSOR'S MAP#38 PARCEL# 9 LOT# ZONEAA-30 NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal, Design Professionals,Inc 441C Governors Highway, South Windsor,CT 06074 TEL EPHONE: 291-8755 THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) . x 2 . Subdivisio /Resubdivision. a . Subdivision Minor x_ Major b. _ Resubdivision _ Minor Major (Public Hearing Req. ) C. Conditional Approval d. Open Space Subdivision (Public Hearing Required)l x 3 . Special Exception to Article 4.6.1 (Public Hearing Required) (Interior Lots) 4 . Site Plan of Development . 5 . General Plan of Development. 6 . Earth Filling [Sec . 10] and/or Earth Removal [Sec. 9 ] (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 10 . Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TR7; TE WITH ALL MAPS AND DOCUMENTS REQUIRE N ATTACHED CHECKLIST, ALHICH CO STITUTE THE APPLICATION. /Agent for Applicant ;:AgeEL-far-owner Applicant Owner TOWN OF SOUTH KINDSOR 1p, sly X1 CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS DEC 10 1993 SUBDIVISIONS/RESUBDIVISIONS South Windsor APPLICANT Planning & Zoning Commission �� �1.cr£� ��`�iCJi� PROJECT NAME /��� �_ aj ��,TJ/�j/�/u S 1 O A,) This checklist must be signed by plan preparer (P.E/L.S) declaring that all required information is provided. Items 1.5 are required for all applications; Items 6-9 required where appropriate. Place a check mark for each item supplied. Subdivision ------------------ IMinor I 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 , x x municipal boundaries, etc. , within 5001 . 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 7. Date of original and all revisions. x ( x 8. Name of development. ( x x 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 date. x x Developments which require more than two 24" x 36" sheets may submit the plot plan at 1" = 100' scale. 1. Metes and bounds description showing dimensions, bearings, curve data, length of tangents, 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 o GS atum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. I i 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle * x points. 4. Yard setbacks dimensioned. * x 5. Easements, noting grantors, grantees, and purpose. x ( x 6. Proposed buildings and other structures. x x /v%A 7. Development phasing, if proposed. x x 7` 8. Names of abutting property owners. x x I I 9. Proposed street names. x x I I AJIA 10. All open space reserved for common or public uses. x x 11. A-2 certification & PE/LS seals. x x I i II. SETTING/ENVIRONMENTAL INFORMATION 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 watercourses, or other environmentally lexist'gl sensitive areas, including enough data Istructs) beyond property boundaries to allow a ( streets x reasonable evaluation of the property's lwetlndsl ecological relationship to surrounding Jfldpin I areas, 100 yr. floodplain. I * I x 2. Existing and proposed contours to extend x at least 200' beyond subject property, as follows (town mapping) : 100' 1 x up to 3Z grade: 1' contour interval I 3Z grade & over: 2' contour interval * I I I �/ 3• Boundary limits, nature, and extent of wooded areas, specimen trees, and other I significant physical features. x x 4. Existing system of drainage of subject site and of any larger trace or basin I I of which it is a part (can use Town stormwater study) . I x x rJ Drainage area map. I * _IZx 6 Drainage calculations I I * x 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary sewerage systems * I provided. x III. IMPROVEMENTS & CONSTRUCTION INFORMATION I. Proposed utility infrastructure plans, including sanitary sewer, water, storm * I water management. I x 2. Spot and finished elevations at all property corners, corners of all I I structures or dwellings, existing or x proposed first floor elevations. x L3. Construction details (per standard specs. ) x 1/ 4 d and Road and a I I _ paving cross-sections (per ' standard specs) . * x 5. Proposed street names. I I x 6. Lighting plan and details. I I I'VM 7. Landscape plan and details. I I ,� 8. Dumpsters (if needed) . I * I /U 9. Site identifications signs, traffic i control signs, and directional signs. * I x /V 10. Sight triangles at new road I I intersections. I I * x 11. Sight triangles at driveway entrance. I x 12. Vehicular and pedestrian circulation I patterns (less detail necessary for I preapplications, concept plan, and I * I general plan of developing x of developing OG!� 13. Parking plan showing spaces, size and ( I type, aisle width, curb cuts, drives, I driveways, and all ingress & egress I * I areas and dimensions. I I _ I I 14. Plans and profiles (1" - 40' horizontally and 1" = 4' vertically) x showing the follow: I I a. Layout of streets in sections coordinated by stations with the profile. _ b. Street plan showing roadways, drainage, and partial lot lines x I I _ C. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve x information I I _ d. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame x elevations. Drainage pipe material to be described. I e. Typical/critical cross-sections where grading is outside street right-of-way x or is at street right-of-way. I I f. Where any storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to x determine conditions. I I g. Profiles shall show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, * x and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. 15. Traffic report (by traffic engineer) * x y _ 16. Open space site improvement plan. I * 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 P epar rAPEJLS) �0�� r e��v'T� �g Date Augus 11 TOLLAND BANK RESUBDIVISION/INTERIOR LOT 1 . Application for a resubdivision and interior lot to create two additional lots on property located on the southerly end of Ridge Road and on the easterly side of Buckland Road, AA-30 zone. This property was subject of a recent application and the most southerly lot was approved as an interior lot. With this proposal, the approved interior lot will be slightly reconfigured. 2 . The proposed lot meets our physical requirements for a subdivision and interior lot, as far as minimum lot size, width, etc. Both lots are in excess 3 acres ( 3 . 39 and 8 . 13) Lot #3, which is a conventional lot will have its frontage on the proposed cul de sac, which will be constructed to meet Town standards and eventually deeded to the Town. The access for the interior lot is its current access off of Ridge Road (this will be the access for both interior lots) . 3 . Lot #3 will be serviced by public water and a private septic system. The Town Sanitarian will be reviewing the plans to determine whether the lot will support a septic system. WPCA approval is not required. Lot #1 has existing utilities in place. 4 . There are regulated wetlands/on1the site. The application was approved by the IWA/CC with the conditions . recommendation of a $2,000 and no other unusual approval 5 . The planning department requests that the front yard setback for lot #1 and the eejterly building line of lot #3 to be established at 100 feet to be consistent with the setback established for lot #2 . If this application is approved, there are no other planning modifications requested. esign Crofessionais, inc. civil engineers • planners • surveyors Se+i-I 1-C ti!r 1=t it South, Wirf-osor- 1540 SL'L't" W'rc sc'- CT 0 f v T f•`�. y1:11 are i 1!.iJ]F+ f\o=:l I!C-fF+ _ii�.r�_1� /,'?. -. _ P 9 t•ci=I 1 i S l b`V _T a e'y�'I C ~ - :ti ! 1 _ F-!te'faF;�. -I _ -i - _ JI '"ri40 ='J fJi4iI ilai' r'i_j.i1 d it-:j - _ a 0 -C C. f=.t ir:ii -1.i_t tr T a !11 r;e _:�iis :C�Liir1 i C:iEct S%clir::. ram: G+S . ! 1: �_: - es -a �7. - -_ - ;Q y[= `✓- t e ri. j iJLd1 _ '~^ _ Q =LL?.`i! ' __ -_ An timic V .e!7! i le=•t a, ScltlC,i; Lot « 4 0 - 'a'_}pc, 1p SIB- r.F: nor i h f -- �. YH T _I i � !e ¢ .! i le y -- 1F-!=cZ I+JiIE-C c: `CUSZ iic r= C+1i Sc-COS;E .S'yT�i_a?= Li ln �=_erVed I � . y:es- om1 }_C: !_ de 11� he he ea 0 =?..1T!C�r 0 w� , '31 elf!= uiG-F brie tL-!C1 e 1 L•- i 1!F- ..aSSC-'_ •YCc.i- _,CL: .`.l li: iv"i !,ti-C C T St-!Ti 1.i - sys - i.�e oerii7 l �'r filet �:iJ?-j. ((j�'•a a1- t!E 0t51�]1!czi- iJ t �~ !f!!- - ��.l• Atraced - t,C,: rU JL�111 C�11=SY 4il�ti ? _ _ d- t' aced - E'J=tC11J 77 =!t!LI 1 C1llo VCC prior 40 a SLIC=r=•=SfUl �_pt r-^'r t�.en) 1itGbCiiciTlli� 117 - : l *.!7l5 t.!C_t a i-3f lei � - Cia-ta il-cludirra field �- = at ! lz� e i j des ion t.0 C.:3 Y c 17-rive _ SLiE'.tilt , 4+ie%Ic?i dS GcjY}.E. t 1=i� by and ✓ErCC'SilLIC�Y� f -T -G'f Cl f T a F- . e Ax 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 /p C..6• � emu[. - DE -.� L � � i . j f1G j r 1 TG - � k•//N .1. I O . Go• Z � 1 ! 1 1 t i J I { i 441 C Gourrniont sand ww, Ob0T4 f 1 , / PROJECT TOLL-,Jn 541iC `���niy�sioti GUTTER FLOW ANALYSIS Sheet of LOCATION ,Z, f v.�0 93I civil engineers planners surveyors rl DESIGN STORM U/o DATE_S�! (203) 291-8755 z- io --73 rofessionals. Inc. DESIGED BY CHECKED BY 914 south windsor, ct. 06074 UISDB 401DO 6UPOW3 to I O b r- }9IUI Od 's•}•o }91UI 6UISSDMI3 t I MOIA MOIA 10 LIMM (•}j) j9}}n0 }D ��► Mo13 10 4}d9Q r' 0 9dolS SsoJO 4 d 9pDaO .s.1.0 19IUi O} MOIA Q (I) Allsu9}Ul rJ IIDJUID8 00 �h MOIL n. as }9lul ' l epDaD do to I BUjesDdAe Ob D9ad }9IUi 10 cA �d to (0) �u9l0l�d9oD � � }joun8 swot/ ul (d) D9ay "� N Elul 0} �!1 - cv 1(1 I 'ON '9'O WWI 4: i RIDGE o ROAD I �� END OF EMS ANC E GB. APPROX. PAVEMENT T.F.-2J6.46 LOCAAON OF / I --1 0 EX. HYDRANT p = 5874S3� F.La131.75 ` _ P.r-a O END a�EX. • R = &oo, B' WA7ERMA/N L = 6 010` �--• AN A-ABACK/NC APRCW (SEE DETAIL SHEET 4) I 30 op op 4i ro ,5 L wo 000 a i ti TEMP RARY TOPSOIL 3 �N ' �TpCXP/LE ' T.F.-2J5.0 INV.�5QJ2.5 _ , W EA7577NG / / E T. 39 V V1 (EWNE TYP1C i' p Z124125'41'f ° 55.00' ) W N, 2`31' m N THOMAS ,P w / 20'DRAINAGE EASEMENT �' �!I 50' 7RA VEL AND U77LI77ES IN FAVOR OF WE TOWN i 1' OF 5OU1H WINDSOR / O� I EASEMENT IN FAVOR OF LIMIT OF REGULATED 1 / LOT No. 1 AND LOT No. 2. AREA LINE `O�• •l�( r o W LETTER OF TRANSMITTALco J y ���OSOS•GO�� PLANNING DEPARTMENT TOWN OF SOUTH AVENUER 1L' 1540 SULLIVAN OR CT 06074 DATE SOUTH WINDS ( 203) 644-2511 a ` , 1/� u To: -'� ._ Yt ILA, ARE SENDING YOU: Drainage comps nests P & Z initial plans Bond estimate req final plans Bond reducti Inland Wetlands p Chang on requests P & plans — e order form Final p — Tans for filing — Correspondence Other Pro ect Co ies THESE ARE TRANSMITTED as checked below: For your 11 file Returned with revisions For review and comment _ � ca For your use _ As requested _ Other PLEASE RETURN/COMMENT BY: r, afar^.^ COMM rt. ` v J From: Copy to: VML'2-411u V4 TOWN OF sours VMSOR DEC 10 1993 CHEM.,ST OF REQUIRED SUMnSSION DONS SUBDIVISIONSIRESUBDIVISIONS South Windsor ,Planning & Zoning Commission APPLICANT � s a Kj PROJECT NAME :ZZ4211- ust be that all plan reparer (P.E/L.S) declaring This checklist must Items 1.5 are required for all required information is p uired where appropriate. Place a check mark for applications; Items 6-9 req Subdivision each item supplied. Minor I Regular � I I. PROJECT-PLOT INFORMATION I I A. General Information I I x � x 1 Appl & owner name, address 2, Engineer & land surveyor name, address , x x license no. & seal V 3. Key map at 1" 100' scale showing I location of tract with reference to I x x surrounding properties, streets , I I municipal boundaries , etc. , within I I 500' . Key map must include layout I I of streets with names, layout of lots I I and lot nos. , open space land, and I I names of surrounding property owners . uired and provided I 4. A schedule of req requirements including I zoning district req I x x lot area, lot frontage, lot depth, yard setbacks, open space , I granted, etc. x � x 5. North arrow and scale. I I x x 6. Appropriate certification block. ,_. I x � x 7 . Date of original and all revisions. g. Name of development. B. Plot plan at 1" 40' scale on standard 18" x 24" or 24" x 36" sheets with a 112" I x I x ruled margin containing the following date. I I ire more than two Developments which require I I 24" x 36" sheets may submit the plot plan I I at 1" - loot scale. 1. Metes and bounds description showing I r dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and r 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 o GS atum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. _ I I 3. Lot layout numbers, square footage of all lots , and all lot dimensions. Iron pins are required at all property angle * x points. 4 . Yard setbacks dimensioned. * x _ 5. Easements, noting grantors, grantees, and purpose. x x 6. Proposed buildings and other structures. x x I I /v%A 7. Development phasing, if proposed. x x 7�-�_ 8. Names of abutting property owners. x x I I IUTA 9. Proposed street names. I x I x 10. All open space reserved for common or public uses. x x 11. A-2 certification & PE/LS seals. I x x I I II. , SETTING/ENVIRONMENTAL INFORMATION I I 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 watercourses, or other environmentally lexist'gl sensitive areas, including enough data Istructsl beyond property boundaries to allow a Istreetsl x reasonable evaluation of the property's JwetlndsJ ecological relationship to surrounding Jfldpin I areas, 100 yr. floodplain. x 2. Existing and proposed contours to extend x at least 200' beyond subject property, as follows (town mapping) : 100' 1 x up to 3z grade: 1' contour interval 3X grade & over: 2' contour interval i Z-aa -93 TCLLA�l� �4�/�G SvP�,aiui.�i c�•�! - �:'/OGE �44� ' , i 7 �J�lloH pC7 0.9 0" Ac.. G� 3 = ;;Z ,� o, 3 D DEC 1.0 1993 South Windsor Planning & :Zonings Cgmrtiisslon i 1 } i 4 , 4 i 441 C .Borah 060 4 1 PROJECT ToLLanla L-41o< GUTTER FLOW ANALYSIS SheetL.of.,L_ I OCAT10N civil engineers planners -surveyors �dur� G�J/tip s�z_ esign (203) 291-8755 DESIGN STORM—L— DATE 17- io rofesslonals, Inc. DESIGED BY CHECKED BY south wlndsor, ct. 0e074 ulsDg yo}DO 6ulJe}u3 to 1 Ob }alul 6ulssDCVB I Od •s•f'D }alul 6ulssDcL(g � I MoIJ ('}}) to 00 mou fo 4}P!M t� ('};) Ja}}n0 }D N MoIA fo y}daa adolS ssoa0 ja}}n0 }o o apDa0 v, a 1911-11 01 MOIA (1) A}lsue}ul �? IIDIulD?� °p � ID}ol _ Od WWI ' l 9pDa0 do Dajy }alul }o Ob - }founN saaay ul ' (y) DaJV Owl o} a�u11 - C-4 I .oN .9.0 ao.1 •S uoi}D}S }elui 4: PROJECT STORM SEWER DESIGN-TheetLLof LOCATION civil engineers planners surveyors @sign (203) 291-8755 DESIGN STORM/_ DATE 1 93 rofesslonals, Inc. DESIGED BY CHECKED BY south rrindsor, ct. 06074 N � onlDA U. L 0 adld U! pD91-1 o AlIoDdDO mol� wnwlxoyy Alloolan N 06Daany N N }c'}} p a olS '- 4 ('};) O 0 odld }o y}6Ua-1 N adAl puD o, v azlS adld � `� wa}sAs ul mold cc `l) rJ N — — Al!sue}ul r\ IID�ulD2I � . we}sAS u! co Od }o wnS UISDB uo}DO 6ulaa}U3 to �0 Od u w OWLL polDinwnooy (•UIw) adld Ul awll ('U!w) }alul o} 0t.U11. N .B.O o} •e.O 0 jo 'D}S o} 'D}S powBoS odld All IY.L.I• JJVT� O RIDGE 0 ROAD END OF EX/S77NG E G a APPROX. / - - PAVEMENT T.F.-236.46 EX G OF a RANT = 587453` F.La231.75\ - - P ca B' N R EX. IN L_= 610'0' - - j NG APRON (SEE J 1 DETAIL -WEFT 4) op�5 ♦ wo , ry i % I 7ElfP�RARr TOPSOIL �TOC�P/Lf � 3 F P.CB. ' v T.F.-2J6.0 /NV.�J2.5 , v EXIS77NG j / ' E.T. 39 7REEUNE ,' 236 , (TYPICAL) p Z1241:25'41 I 0 55.00, 1 N 231. ' -� THOMAS W Iz ' o � 20'DRAINAGE EASEMENT IN FAVOR OF NE TOWN , 50' TRAVEL AND U77LI77ES OF SOU7H MNDSOR / O+ EASEMENT 1N FAVOR OF L/M/T OF REGULATED 1 LOT No. 1 AND LOT No. 2. AREA LINE I 50' .N.Sr. 05 MEMORANDUM TO: Marcia A. Banach, Director of Plan ing FROM: Jerry C. Iazzetta, Town Engineer RE: ✓Tolland Bank One Lot Subdivision - R' a oad #92-35P DATE: September 23, 1993 We have reviewed the plans dated 9-8-93 for the proposed Tolland Bank one Lot Subdivision - Ridge Road and.have the following comments: Key Map 1/'11. For clarity Deming Street should be shown. P". :-"2. Name, address and phone number of the Engineer and Surveyor should be shown. Plot Pla 1. Fifty foot travel and utility easement should be fully described with bearings and distances. 2. Setbacks and proposed building should be shown. 3. Iron pins are required at all property corners. , -4. A-2 certification should be shown next to surveyors signature. 55 In a conversation with the applicants surveyor on September 21, 1993, he agreed to modify the drawings to include the correct boundary information along Buckland Road and the northerly boundary after the Planning and Zoning meeting. 6. Monuments should be placed along Buckland Road and the D, coordinates shown. 7. It is our understanding that the status of Ridge Road is being investigated by the Town Attorney. If Ridge Road is to continue to this lot, monuments must be placed and street line established. Site Plan nLv4-1. The adequacy of the culvert under the existing "driveway" may need to be established depending on the Town Attorney's opinion as to Ridge Road. 2. Inverts, size and type pipe utilized for sanitary should be shown. Detail of septic trenches is required. 4. It is our understanding that fill in the proposed septic field may be necessary. Contours do not reflect this situation. 5. Detail of manholes is required. 1-- 6. Legend should include "Limits of Regulated ArQa". 7. Iron pins should be at all property ��TL corners. �ivf�'GG JCl/jsv Memo to JCI From DTE 8-31-93� Re: Tolland Bank Subdivision Ridge Road 92-35P In reviewing the plan submitted for this subdivision and based on limited research, I believe that there insufficient information submitted with the application for the Planning and Zoning Com- mission to reach a knowledgeable decision on this proposed sub- division. My concerns include issues that should have been discussed in the informal meeting between the applicant and the Town Staff. The status of Ridge Road. Errors in the Boundary Plan. Problems with the Site Plan. From the 1962 minutes of the Town Council, pg. 217, approved 7 to 0, with one abstaintion, 'Mr. Egan moved the extension of Ridge Road a distance of fifteen hundred feet in accordance with the protective covenants and agreements between Thomas L. Burgess Alden Yarns, Inc and Alfred Q. Cavedon' . The Griswold Map is dated Apr. 17, 1962. It would be my opinion, that the Town Council, by their action, acquired title to 1,500 LF on a 50 FT wide, improved and unim- proved ROW. This predates the Rittenband opinion. Questions: Who is to improve it to TSW Standards? What about service, snow plowing, rubbish collection, busing, and so forth?Sheet 1: KEY MAP This sheet, to me, is to be prepared in accordance with the TSW Standards and is to complement the package for the Planning and Zoning Commission. It should be self explainatory and should be complete. Access for this lot will be through Ridge Road from Deming Street. From the Griswold Map, the closest portion of the overall property to Deming Street is 7601 . This distance should be shown. The discussion of a cul-de-sac requirement should be resolved. In my interpretation of the Council action, it appears that this 'Lot 2' does have frontage on an approved TSW street, even is it is only on paper. A building permit could be issued. A Certific- ate of Occupancy will not be granted without the street frontage being paved. • The Engineer & Land Surveyor names, addresses and certification should appear on this sheet. They prepared the plans for the Burgess Subdivision, 90-03P, their names appeared on the cover sheet. It should be consistent. Check List I.A.2. Sheet 2: PLOT PLAN A resolution to the status of Ridge Road as access will have to be addressed. When Samsel acquired the parcel from Cavedon in 1986, Vol. 455, Pg. 125, the description in Parcel A, 'Said premises are subject to a POSSIBLE right of way, etc' and for Parcel B, 'The ABOVE described premises are subject to a POSSIBLE right-of-way 50 feet in width across the Easterly end of said premises' . I believe that the Council action takes care of this. The resolution of temporary or permanent cul-de-sac, street improvements, etc. sufficient to permit the building of the house, as shown, in accordance with the regulations, will be required. I didn't think much of the 'Grandview Estates & Burrell Subdivision Felt Road solution, but perhaps this would work here. On the Subdivision Check List, Item B.1. , metes and bounds, monumentation and coordination, etc., someone checked off this as {�Cj�,C� being done. Street line monuments will have to be set and there WILL BE a tabulated list of the coordinates. This would apply to both Buckland Road and Ridge Road. In B.2. , Apparently, the Town Engineer had indicated to the DPI, the datum to be used. In the past, I have requested that the maps referenced be on file or at least submitted with the application. This submittal isn't much different. Four of the five maps are on file. The Samsel map isn't on file. They omitted listing the abutting Burgess Subdiv- vision, TSW #90-03P, plan by Design Professionals, Inc. and the Homestead Subdivision, TSW # 93-15P, Plan by Torres. It is my opinion, that when a plan is submitted to the Town for review, that it should be the intent of the professional, when possible, to use the most current information and surveys, to indicate where common lines occur and to NOT create minor encroachments or pieces of questionable parcels. Along Buckland Road, the State taking is a Class D survey, a plus or minus survey that they are making into an A-2, into hundredths. This is inappropriate. They should use the Buckland Road construction plans for the creation of street line. Along the common line between themselves and the 'Homestead Sub- division' , the Surveyors used fence posts as angle points in what the Griswold map called for as a straight line. The Surveyors should resolve between themselves, if and where the angle points, if any, should be. Neither map is on file at this time. According to the Burgess Subdivision plan, DPI, was to set the southwesterly corner of Burgess property, it was not indicated on Tolland Bank plan as existing. The TSW has not required bonding of simple subdivisions like in the Burgess Subdivision, where the Subdivider and the TSW assume that all of the, 'to be set' corners are in fact set. Perhaps before the plan is put on file, the corners should be set or bond it. Check list item B.3. has i been checked as done. On the Tolland plan submitted, there appears to be no iron pins being set. This is not in compliance with Check List item I.A.3., which has been marked as done. On the Burgess Subdivision plan, DPI shows a pond, a watercourse and a wetlands discharging to the Samsel property. On sheet 3 of 3, for this subdivision, they show the culvert under the drive. Nothing further, no size, no elevations, is it adequate, how would a TE evaluate this situation, with the information given. •v Check List Item II.1. 'All existing structures, wetlands & ( :6u watercourses beyond the boundaries to allow a reasonable evaluation, etc. ' Check List item II.2. calls for existing and �. proposed contours to extend at least 200 beyond subject property. This was not checked. In the past, I have asked that the plan indicate that this parcel is located in the Zone C of the Flood Insurance Rate Map # --- %' ��aui.� There is no reference to 100 yr. floodplain on this plan, II.1 on the check list has been indicated as being done. SHEET 3. SITE PLAN In Chapter 4 of the Subdivision Regulations, Section B.2.a. , the applicant is encouraged to preserve the natural features of the site to the maximum extent practicable, etc. The location of septic system should be reviewed. I believe that the bottom of the trench, in the fields are to be at least 18" above any indication of ground water, then 18" of gravel and top soil. It appears that they are going to create a mound system. There are insufficient grades given. I would prefer a location closer to the house, if possible. It would be less destructive to the natural features. With an apparent 50/ROW, it would appear that the proposed house would be in violation of the building line. In recent history, the TSW and Connecticut Water Company put in I miles of water lines because of poor drinking water. lu in the streets, was Ridge Road. There is municipal wate 900 feet o away. r Town ateS-oitdA 70 e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR•co AREA CODE 203/644-2511 December 21, 1993 Mr. Peter DeMallie Design Professionals, Inc . 441-C Governors Highway South Windsor, CT 06074 Dear Peter: RE: Appl . #93-51P, Tolland Bank Resubdivision/Special Exception Attached is a copy of comments from the Planning and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit7 complete sets to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 21, 1993 RE: TOLLAND BANK - 3 LOT SUBDIVISION - 93-51P We have reviewed the drawings dated 12-9-93 for the proposed Tolland Bank 3 Lot Subdivision and have the following comments: Key Map 1 . Address and phone number of Engineer/Surveyor should be shown. Subdivision Plan/Plot Plan 1 . The 50 foot travel and utility easement should be fully described with bearings and distances . 2 . Proposed buildings should be shown. 3 . Proposed drainage easement in lot 3 should be shown and fully described. 4 . The northerly property line of "Other Land of Tolland Bank" - a bearing and distance are missing at the corner of RSK-Kellco Inc . , Lutheran Church and this property. (Between the 2 "Ex. I .P. (Held) " . ) 5 . Along the northerly property line of lot 3 and other Land of Tolland Bank - iron pins should be placed where "Cedar Fence Post" is shown. 6 . A monument should be placed along northerly property line of lot 3 at point where cul-de-sac ROW meets the property line. 7 . Monuments for new cul-de-sac should be listed with their coordinates . Also the existing monument on Ridge Road should be listed with its coordinates . 8 . Note 3 indicating information for the "oak stakes with "cup" tacks" is not appropriate. These are not permanent points . 9 . Iron pins should be set at all property corners and angle points of lot 2 . 10 . The "Insert" indicates - "See Note 5" and "See Note 6 " . There are only 4 notes on this sheet. Marcia A. Banach Re: Tolland Bank - 3 Lot Subdivision - #93-51P December 21 , 1993 Page 2 . 11 . In a conversation with the applicants surveyor on September 21, 1993, he agreed to modify the drawings to include the correct boundary information along Buckland Road and the northerly boundary after the Planning and Zoning meeting. This is still to be done. 12 . Monuments should be placed along Buckland Road and their coordinates shown. 13 . The boundary information along "N/F RSK-Kellco, Inc . " does not correspond with the information shown for the approved Homestead Subdivision. This must be rectified. Site Plan - Sheet 3 1 . Contours in vicinity of existing culvert under driveway should be labeled. 2 . Size and type of culvert under existing driveway should be labeled and flow line shown. 3 . Adequacy of the existing culvert under the driveway should be established. 4`. Type of proposed driveway to lot 2 should be identified (i .e. gravel, bituminous concrete, etc . ) 5 . Proposed water connection to house on lot 1 should be shown. 6 . Size of new water line should be indicated. 7 . Legend should show water course. 8 . Apparently the right hand side of the soils information septic construction notes and map references has been cut off as there are some missing words . 9 . Is curbing to be placed in new cul-de-sac? If so, are the spot grades around the circumference gutter grades or top of curb grades? 10 . Spot grade should be shown at center of cul-de-sac . 11 . Anti- tracking apron required for lot U . 12 . Foundation drain for house on lot #3 should have a separate outlet and not be connected to "groundwater control drain" to prevent clogging, etc . Marcia A. Banach Re: Tolland Bank - 3 Lot Subdivision - #93-51P December 21, 1993 Page 3 . 13 . Type and size of "soiled pipe" at end of groundwater control drain should be shown. 14 . Details required for groundwater control drain, riprap channel and septic system trenches and piping. 15 . Septic system requires approval of Town Sanitarian. 16 . Riprap channel should be dimensioned. 17 . At the new flared end, the 232 contour needs to be reworked. 18 . A gravel access road is required over new cross country 15" RCP. Also detail of same required. 19 . The proposed 20 , drainage easement must be fully described with bearing and distances . Site Plan - Sheet 4 1 . Septic system requires approval of the Town Sanitarian. 2 . Inverts, size and type of pipe utilized for sanitary from house to distribution boxes should be shown. 3 . Detail of septic trenches and sanitary pipe trench are required. 4 . It is understood that some fill may be necessary in the proposed septic field area. The contours in this area do not show this . 5 . Water course should be identified in the legend. Detail Sheet 1 . Detail required for the new Town Road section (cul-de- sac) . 2 . Catch basin detail should show 6" - 12" brick leveling course under frame and grate. With the great number of items that require addressing, I would recommend that the applicant revise these drawings prior to the public hearing and in sufficient time to allow a proper review by the Engineering Department JCl/jsv TOLLAND BANK RESUBDIVISION/SPECIAL EXCEPTION PLANNING COMML?NTS Plot Plan - should show drainange easement - rights to drain from the drainage easement should be shown on Lot #1 at+t� Town or s- atA ?V 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �OSOR-C-0 AREA CODE 203/644-2511 December 21, 1993 CERTIFIED MAIL Peter DeMallie Design Professionals, Inc. 441C Governor' s Highway South Windsor, Ct 06074 Dear Mr. DeMallie: Re: Application #93-5IP - Tolland Bank Resubdivision Please be advised that the public hearing in the above matter has been scheduled for Tuesday, January 4 , 1994 at 8 : 00 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Two signs , advertising the hearing, must be posted on the property for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have one sign posted at Buckland Road and one sign posted on Ridge Road by Friday, December 23, 1993 . Signs can be purchased in the Town Hall for $5 . 00 each. ,-Very ruly yours, ivy1�vi, s M. Mann Reco ing Secretary Planning & Zoning Commission 6 Fesign ' rofessi o n a I s, i n c. O 2s civil engineers • planners • surveyors Windsor South Comm QIag0�o6 & zoning Mr. Jerry lazzetta, Town Engineer Dec. 22, 1999 South Windsor Town Hall 1540 Sullivan Ave. South Windsor, Ct. 06074 Re: Tolland Bank 3 Lot Subdivision Dear Jerry: I have received your review comments dated Dec. 21, 1993, and wish to offer the following response: KEY MAP 1. Plan revision. SUBDIVISION PLAN / PLOT PLAN 1. Plan revision. 2. Proposed houses would only be schematic at this point and would serve no purpose on this sheet. 3. Plan revision. 4. The bearing and distance depicted on the plan are for the total line from the westerly most exist. pin to the cedar post. The easterly pin is only a P.O.L. and no additional dimensions are required to define the boundary. 5. The cedar post is valid field evidence used to define and describe the parcel boundary. In order to set a pin at this location, the post would need to be removed. We do not feel that this is appropriate. 6. An "iron pin to be set' has been added to the plans at this location. This point would be a property corner and not a beginning or end of a curve. Therefore, a monument would not be appropriate. 7. Plan revisions. 8. The oak stakes with tacks are shown and coordinated as survey control points as required by the new code adopted 9/24/92 due to the length of the property line along that side. 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 11. Plan revision. 12. The foundation drain is proposed to be connected tto the groundwater control drain because the State D.O.H. wants one integral system. I have revised the foundation drain connection point to the southern end of the drain to minimize clogging. 13. The groundwater control drain cannot be sized until the existing clay tile drains are excavated and located. (see note 2 under sequence of construction for the septic system on lot 3). As previously stated, this has been reviewed by both the local sanitarian and the State D.O.H.. 14. The rip-rap channel detail has been added. The other details will be shown on the plot plan that will be submitted for building permit application. 15. No comment. 16. Plan revision. 17. Plan revision. 18. Plan revision. 19. Plan revision. SITE PLAN SHEET 4 1. No comment. 2. This information would be shown on the plot plan for building permit application. 3. Same response as no. 2 above. 4. Same response as no. 2 above. 5. Plan revision. DETAIL SHEET 1. Plan revision. 2. Plan revision. In summary I wish to add that some of the comments you have made are more appropriate at the time that plans would be submitted for building permit application. The i esign rofessionals, inc. civil engineers • planners . surveyors 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 DEC 21 1993 LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, DECEMBER 23, 1993 AND THURSDAY, DECEMBER 30, 1993 SOUTH WINDSOR - PLANNING & ZONING COMMISSION Notice is hereby given that there will be a public hearing on Tuesday, January 4, 1994 at 8:00 p.m. in the Council Chambers of the South Windsor Town Hall to consider the following: 1 . Appl . #93-51P, Tolland Bank - Resubdivision to create two lots and Special Exception to Article 4 . 6 . 1 of the Zoning Regulations to create an interior lot on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone 2 . Appl . #93-54P, Caron Auto Works - Site Plan of Development for property located at 13 John Fitch Boulevard (with frontage on Burnham St also) GC zone Copies of the applications are on file in the office of the Town Clerk and/or the Planning Department. At this hearing, interested persons may appear and be heard, and written recommendations will be received. Thomas A. Murrin, Chairman t SENDER: I also wish to receive the • Complete items 1 and/or 2 for additional services. • Complete items 3,and 4a&b. following services (for an extra Y a • Print your name and address on the reverse of this form so that we can fee): m return this card to you. • m a Attach this form to the front of the mailpiece,or on the back if space 1. El Addressee's Address y does not permit. G • . Write"Return Receipt Requested"on the mailpiece below the article number. 2. ElRestricted Delivery « • The Return Receipt will show to whom the article was delivered and the date 41 o delivered. Consult postmaster for fee. it 3. Article Addressed to: 4a. Article Number C o P 389 ; 88 841 E PETER DEMALLIE 4b. Service Type 0 DESIGN PROFESSIONALS, INC. El Registered ❑ Insured c y 441C GOVERNOR'S HIGHWAY Certified ❑ COD W as Mail ❑ Return Receipt for G SOUTH WINDSOR CT 06074 Merchandise w 7. Date of Delivery >" cc 5. Signature (Addressee) 8. Addressee's Address(Only if requested c and fee is paid) t W� 6. H Si ure (Ag o � } PS Form 3 11, December 1991 tr U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business .S- PENALTY FORM RWATE USE TO AVOQ-PA-YMENT"- a. Print your name, address and ZIP Code here 93-51P • PZC - TOWN OF SOUTH WINDSOR • 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 i t}li !I�(iil��Si�i}}}}iEilii}iI}i'i itl lii Sii if S?ii�3�ii�3?iif}S�li� 4 LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203) 644-2511 DATE TO: r WE ARE SENDING YOU: P & Z initial plans — Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Co]Ries Appl. No. Pro ect -- --- 77 =77 77772 THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: f r' Copy to: x� 14 3v)/-I o 1�"Is A I ,?esign ofessionals, inc. vE� �� 3� civil engineers • planners • surveyors SDI South W1 nl�� & �DninB �°�miss.�— Mr. Jerry lazzetta, Town Engineer 41Wn Dec. 22, 1993 South Windsor Town Hall 1540 Sullivan Ave. South Windsor, Ct. 06074 Re: Tolland Bank 3 Lot Subdivision Dear Jerry: I have received your review comments dated Dec. 21, 1993, and wish to offer the following response: KEY MAP 1. Plan revision. SUBDIVISION PLAN / PLOT PLAN 1. Plan revision. 2. proposed houses would only be schematic at this point and would serve no purpose on this sheet. 3. Plan revision. 4. The bearing and distance depicted on the plan aie for the total line from the westerly most exist. pin to the cedar post. The easterly pin is only a P.O.L. and no additional dimensions are required to define the boundary. 5. The cedar post is valid iieid evidence used to define and describe the parcel boundary. In order to set a pin at this location, the post would need to be removed. We do not feel that this is appropriate. 6. An "iron pin to be set" has been added to the plans at this location. This point would be a property corner and not a beginning or end of a curve. Therefore, a monument would not be appropriate. 7. Plan revisions. 8. The oak stakes with tacks are shown and coordinated as survey control points as required by the new code adopted 9/24/92 due to the length of the property line along that side. 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 a FAX: (203) 291-8757 11. Plan revision. 12. The foundation drain is proposed to be connected tto the groundwater control drain because the State D.O.H. wants one integral system. I have revised the foundation drain connection point to the southern end of the drain to minimize clogging. 13. The groundwater control drain cannot be sized until the existing clay tile drains are excavated and located. (see note 2 under sequence of construction for the septic system on lot 3). As previously stated, this has been reviewed by both the local sanitarian and the State D.O.H.. 14. The rip-rap channel detail has been added. The other details will be shown on the plot plan that will be submitted for building permit application. 15. No comment. 16. Plan revision. 17. Plan revision. 18. Plan revision. 4 9, Man revision. SITE PLAN SHEET 4 1. No comment. 2. This information would be shown on the plot plan for building permit application. 3. Same response as no. 2 above. 4. Same response as no. 2 above. 5. Plan revision. DETAIL SHEET 1. Plan revision. 2. Plan revision. In summary I wish to add that some of the comments you have made are more appropriate at the time that plans would be submitted for building permit application. The i "esign rofessionais, inc. civil engineers • planners • surveyors 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 houses as depicted on lots 2 and 3 are schematic only. The septic system on lot 3 will be dependent upon the actual house design by the owner as described in note 2 on sheet 4. Sincerely, Z�r '.en u E. i esign roMsionals, inc. civil engineers • planners . surveyors 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 J?roefseigssoionals, inc. DEC 243 �4�t � 1 civil engineers • planners • surveyors '- SOuth W►ndsoY P13nn►nB & Z0r1in� �0�tss;3= Mr. Jerry lazzetta, Town Engineer Dec. 22, 1993 South Windsor Town Hall 1540 Sullivan Ave. South Windsor, Ct. 06074 Re: Tolland Bank 3 Lot Subdivision Dear Jerry: I have received your review comments dated Dec. 21, 1993, and wish to offer the following response: KEY MAP 1. Plan revision. SUBDIVISION PLAN / PLOT PLAN 1. Plan revision. 2. proposed houses would only be schematic at this point and would serve no purpose on this sheet. 3. Plea revision. u, 2 .9u0, /) 4. The bearing and distance depicted on the plan are for the total line from the westerly most exist. pin to the cedar post. The easterly pin is only a P.O.L. and no additional dimensions v are required to define the boundary. 5 The cedar post is valid iieid evidence used to define and describe the parcel boundary. �0t order to set a pin at this location, the post would need to be removed. We do not feel �. If that this is appropriate. 6. An "iron pin to be set' has been added to the plans at this location. This point would be a NVII property corner and not a beginning or nd of a curve. Therefore, a monument would not be appropriate. Vj A. Plan revisions. Z 8. The oak stakes with tacks are shown and coordinated as survey control points as required by the new code adopted 9/24/92 due to the length of the property line along that side. 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 `11. Plan revision. 2 12. The foundation drain is proposed to be connected tto the groundwater control drain because the State D.O.H. wants one integral system. I have revised the foundation dr/�in,,cP ti�- i point to the southern end of the drain to minimize clogging. �"4 . 13. The groundwater control drain cannot be sized until the existing clay tile drains are excavated and located. (see note 2 under sequence of construction for the septic system on lot 3). As previously stated, this has been reviewed by both the local sanitarian and the State D.O.R. 61 ' 14. The rip-rap channel detail has been added. The other details will be shown on the plot plan that will be submitted for building permit application. 15. No comment. 6. Plan revision. �7. Plan revision. w.-6. Plan ravisicn. /I9. Plan revision. SITE PLAN SHEET 4 14. No comment. 2. This information would be shown on the plot plan for building permit application. 3. Same response as no. 2 above. J- 4. Same response as no. 2 above. _,,6. Plan revision. DETAIL SHEET 1. Plan revision. 2. Plan revision. In summary I wish to add that some of the comments you have made are more appropriate at the time that plans would be submitted for building permit application. The i oesign sslonals, inc. civil e o,11e,,, , o,a,,,,a,a . ,,,,voym 441C Governors Highway,South Windsor,CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 houses as depicted on lots 2 and 3 are schematic only. The septic system on lot 3 will be dependent upon the actual house design by the owner as described in note 2 on sheet 4. Sincerely, e rseriault��.E. Prin pal ,� "resign ofessionals, inc. civil engineen • Dlennen • .urverom 441C Governors Highway,South Windsor, CT 06074 0 (203) 291-8755 • FAX: (203) 291-8757 When the property corners are installed the need to show the stakes and tacks on the drawing will no longer be necessary. 9. Plan revision. f 10. Plan revision. 11. The Buckland Road streetline depicted on our map is based on the deed description of the property, map references no. 1 and 3, and also field evidence, e.g. the two existing iron pins as depicted. We do not feel that streetline as we depict is in error, nor did we ever say that it was in error. We only agreed to investigate the difference in streetline as we depict it and as depicted by others. We feel that our determination of the line is correct. �— 12. No monuments are required along the frontage of this parcel at Buckland Road. 13. Any discrepency between our survey and the survey prepared for the Homestead Subdivision.- O' � U is not known to us. The map for the Homestead was filed after our survey was already complete. However, we will research the matter further. SITE PLAN 1. Plan revision. 2 2. The development as proposed has no bearing or affect on the flow through the existing culvert. I do not see any relevancy of depicting this information on the plan. 3. Same response as no. 2 above. Ah /t4,t4- 4. 1 believe that the regulations require the driveway aprons to be paved. At this point in time we can not say whether the driveways will be paved, chip sealed, or gravel. This would be up to the prospective homeowner to decide. 5. The existing house on lot 1 is presently on septic and well. We do not know if the future owner will connect to the public water or not. Are 0 6. The new waterline is a service line for lot no. 2. No watermain extention is proposed. a /Vv /N 7. Plan revision. Lcta+ / r'►JD 1�v4ic�y Plan revision. It W*f-b�. r9. Plan revision. �� 'I Iz;YIjIcAd iuow /10. Plan revision. Ste"WAIVI _ i esign rofessionals, inc. 5 Civilengin» . qanmm . .unroyors 441C Governors Highway,South Windsor,CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 DEC-30-93 THU 14 :58 DESIGN PROFESSIONALS INC 203 291 8757 P. 02 SiFK0 Tolland Ba'"'nk GUY CAMPRIA,JR, - CHAIRMAN/PRESIDENT/CEta The Rank of Toli'altd County December 29, 1993 Design Professionals, Inc. 441-C Guvernor`s Highway South Windsor, CT 06074 Gentlemen - I hereby auWurizo Peter DeMallie to act as agent for 'Tolland Bank in any or all applications related to the Ridge Road property located in South Windsor, CT, Cordially, Guy'''C bria, Jr, ChairmaMresident/CFO CC,jr./acd Mailing Address: Post Office Box 1S6■ Tolland, Connecticut 06084 ■ f203)875-2500 DEC-30-93 THU 14 :58 DESIGN PROFESSIONALS INC 203 291 8757 P. 01 gn RECEIVED L/ a rofseissiona Is, !no. DEC " 1993 civil engineers * planner.9 a surveyors TELECOPIER TRANSMSIONIS V& WINDSOR PLANNING DEPL DA't f7l ........ PLEASE DELIVER THE FOLLOWING PAf4'fZ(S) TO: NAME I John NLCah-ill Ljj-3781 I -ECO TAPY NU. . F I RM t-TQWt..-Qf SCath- --WUc1,sQiQ g)-'n �gpartrneMt rROM i DESIGN PROFESSIONALS, INC. R 1-7. -Tolls _jetfgC, TO AL NUMBEiR CJF:- GUVEP IF YOU HAVE ANY QUESTIONS WITH THIS TRANSMISSION. PLEASE CONTACT: Peter AT (203) 291-437�55 441C Governors Highway, Smith Windsor, CT 06074 • (203) 291-8755 - FAX: (203) 291-8757 MEMORANDUM TO: Marcia A. Banach, Director of Plan ing FROM: Jerry C. Iazzetta, Town Engineer DATE: December 30, 1993 RE: TOLLAND BANK 3 LOT SUBDIVISION - 9 - 1P A meeting was held on December 29 , 1993 with Mr. Bob Arsenault and Mr. Rich Martel of Design Professionals along with Mr. Bo Davies and myself . This meeting was requested after a review of the revised drawings and Mr. Arsenault's letter both dated 12-22-93 . The following comments/information was generated at our meeting. Each follows and is identified in the same manner as my December 21, 1993 memorandum to you. Subdivision Plan/Plot Plan 4'.'l A dimension will be shown between the 2 pins (easterly pin and P.O.L. ) along the northern property line. 5. 1 Iron pins will be placed along the northerly property line and will be offset where the cedar posts coincide with locations required for iron pins . ,� . A monument will be set along northern property line of lot 3 at point where cul-de-sac ROW meets property line. 11 .� Per Town Staff requirement, a monument will be set at northwest corner of Buckland Road ROW and northerly property line of "Other land of Tolland Bank" . 1i.! Design Professionals will investigate and rectify the discrepancy between their survey and the survey prepared for the Homestead Subdivision. This must be done before any filing of the mylar. Site Plan Sheet 3 2 . The size and flow lines of the culvert under the driveway will be shown. 12 . The foundation drain will be shown outletting at the riprap area where the new storm water outlet pipe will be installed. 13 . A "generic" detail of the ground water control drain will be provided. 14 . The plans will indicate the type of septic trench proposed. 15 . The septic system requires approval of the Town Sanitarian. Marcia A. Banach Re: Tolland Bank 3 Lot Subdivision - 93-51P December 30, 1993 Page 2 . Site Plan Sheet 4 2 . Inverts will be shown for proposed sanitary pipes from house to septic trench. 3 . Plan will indicate the type of septic trench proposed. Detail Sheet 2 . The catch basin detail should show 6" - 12" brick leveling course under the frame and grate. The following comments pertain to the additional information shown on the revised drawings : Detail Sheet 1 . The cul-de-sac pavement cross-section has the base and subbase courses reversed. 2 . Bituminous curb detail a . Show tack coat b. 111" bit conc" should be "1 1/2" bit. conc" As per our discussion, since the Town Sanitarian has some concerns about whether or not a septic system can be placed on Lot U, it is recommended that if this application is approved, an approval condition should indicate that the septic system design must be approved prior to filing the mylars of this subdivison. We have discussed this with Design Professionals and they have no objections . JCl/jsv � O•MN dF,t [ rA 01 c � u 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR CO AREA CODE 203/644-2511 January 5, 1994 CERTIFIED MAIL Guy Cambria, Jr. , Chairman Tolland Bank P O Box 156 . Tolland, CT D6084 Dear Mr. Cambria: Re: Application #93-51P, Tolland Bank/Ridge Road Subdivision At the January 3, 1994 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #93-51P - IWA/CC permit for the construction of a single family home on property (shown on lot #3) located at the end of Ridge Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc . , Job. No. 91599 , dated December 9 , 1993 and revised through December 27 , 1993 . This approval is subject to the following conditions : 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission . This must be completed within 65 days of approval prior to any construction activity on the site . 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . We recommend a bond in the amount of $2, 000 to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for five years and shall expire on January 3, 1999 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans . PLANNING DEPARTNENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, red Shaw.- Sgt.. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # Zone ' 1 ; �C. Acreage Subdivision 1 Site Plan Residential_ No. of Lots/Units } Commercial Industrial Location• Project Description: r t')° n �r�,�cr_t � : / �f.C,-ccr � _ Future Town-owned property involved? Yes K No_ (a) new streets_ (existing frontage also) (b) new open space/recreation area active_ passive_ (c) new detention area Planning Department comments Please let me know by - % '` % / if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. G�j RECEIVED JAN $ 1994 PLANNING DEPARTMENT ^3. WINDSOR PLANNING DEPT. IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # q Zone Acreage Subdivision Site Plan Residential_ No. of Lots/Units Commercial Industrial Location: Project Description:- Future Town-owned property involved? Yeses No_ (a) new streets_ (existing frontage also) ` (b) new open space/recreation area .active_ passive_ (c) new detention area Planning Department comments Please let me know by if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. �p.NN SC 4 r fi 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 1ORTO AREA CODE 203/644-2511 January 26 , 1994 CERTIFIED MAIL Guy Cambria, Jr. , Chairman Tolland Bank P 0 Box 156 Tolland, Ct 06084 Dear Mr. Cambria: Re: Appl . #93-51P, Tolland Bank Resubdivision Ridge Road/Special Exception We are pleased to advise you that the Planning & Zoning Commission voted on January 25, 1994 to approve with modifications the above- referenced application for a resubdivision to create two lots and Special Exception to Article 4 . 6 . 1 of the Zoning Regulations to create an interior lot on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone as shown on plans prepared by Design Professionals , Inc . , Job. No. 91-599 , dated December 9, 1993 and revised through December 15, 1993 . This approval is subject to the following modifications : 1 . This approval is for 2 lots, numbered 1 and 3. 2 . Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3 . Water shall be supplied to this subdivision by the Connecticut Water Company. 4 . 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. 5 . 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 . 6 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of .$2, 000 . Guy Cambria, Jr. - 3 - January 26 , 1994 Application #93-51P 14 . 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. 15 . Engineering comments of December 30, 1993 must be addressed. 16 . Frontyard setback for lot #1 to be established at 100 ft . 17 . Approximate location of the scotch pine to be put on the plot plan and shown on application for building permit. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION � n Thomas A. Murrin, Chairman TAM/pmm cc: Chief Building Official Assessor Town Engineer Supt. Of Pollution Control Registrars Fire Marshal Design Professionals, Inc . ■ esign RECEIVED 9 rofessionals, inc. FEE) 1 1994 civil engineers • planners • surveyors 14 WINDWR PLANNING ©EPT,, ■ January 27, 1994 Thomas Murrin, Chairperson Planning &Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Deer Tom: Re: Tolland Bank Resubdivision Ridge Road, Lots 1,2, &3 South Windsor, Connecticut Project No. 91-599 Our client, Tolland for the above--referencts a go day extension ed project Thank youor the filing of the mylars in the Town Clerk's office Sincerely, Design Professionals, Inc. By._ Peter R. DeMallie Principal cc: Guy Cambria, Jr. Barbara Weinberg 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 • FAX: (203) 291-8757 I, Thomas A. Murrin, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 25, 1994 the Planning and Zoning Commission granted to Tolland Bank a Special Exception to Article 4 . 6 . 1 of the Zoning Regulations to create an' interior lot on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone Assessor' s Map and Parcel Number: Map #38, Parcel #9 More particularly bounded and described as follows: ( legal description from Deed or Mortgage) SEE ATPACffi�NT EXHIBIT A OWNER OF RECORD: Tolland Bank Dated at South Windsor, Connecticut this 27th day of January, 1994 In accordance with CGS Section 8-3d 6 Thomas A. �Murrin, Chairman Planning & Zoning Commissi _ Received f or .record th g. _ ._ day of 19-- at South Windsor;`Connecticut. ATTEST: Town Clerk Volume 692 Page N° 143 r •1 � i si' EXHIBIT A A'. ce.rtaiu piece or 1anJ si lu:rl:od 'in tiller 'Town of South :Windsor, Couhty of Hartford atjd;Statie of Cotrnecticut and described as follows First Parcel : ` CO>l IENCING AT�A STONE BOUND 01`4.THE 4..asterly side of Buckland Streets the line runs thence Northerly along the Easterly line, of Duckland Street 465.5 feet to a points from thcnce'tlia line. runs by interior angle of `77° 161 300. 791.6 feet Easterly along .the Southerly line of land now or fotmerly of John Dynas; from thence the. line'runs by interior angle of 1900 171 30" along the Southerly line of land now at formerly of one Sale and land of one Peterson, in part by each. 956.71eet to a nrerestone irr the general westerly line of land now or fosmerly pf Thomas Burgesss said merestone is 760 feet southwesterly from the ltstersection of Ridge Road and Deming Street; from thence the lure runs. by ulterior angle of 790 06' in a southerly direction along the Westerly line of.land now or formerly of Thornas Burgess 385 feet to a points from thence the 11ne runs by interior angle of 900 irr a westerly_;direction along the lsortherlg lure of land of Alfred W. Cavedon. 526.85 feet to a-points frons thence Qhc line runs by interior angle of2700 in a southerly direction along the Westerly line of land of said Cayedon. 530 feet: to a point; from the ce the'tline runs by interior angle of 27001n an easterly clirdction along the: Southerly line of land of Alfred W.;Cavedon. 526.85 feet to a point its tie Westerly line of land now 'or foreerly of Thomas Bur-gesss frorn thence the ;line runs by interior angle of 900 in a Southerly direction along the Westerly line of land now or formerly of Thomas Burgess. 600.10 feet to a points from thence the ]ilia runs by interior angle of 920 59, in a Westerly directions along the Northerly line of land now or formerly of Silas G. Newell 393.8•:ieet to a points from thence the'line runs by interior angle of 1000:59' in s Northerly direction along the Easterly line of land now or formerlyL of. Silas G. Newell 445 feet to a point; from thence the lire runs -by interior angle of-`.1890 45' along the Easterly line of land now or formerly of Lei T.: Dewey.-.565.7 feet to a point; from- thence the line runs by interior angle of 2490.,O' in a Westerly direction along the Northerly line of land now or. fornrcrly of Levi T. Dewey and the Northerly line of land now "or formerly bf.J. Alders Harrison. in part by' each, 896.4 feet to the point of beginning. t Volume 692 Page N° 143 Second Parcel : t3CGItJNII,G at a poi IIL Wllicl' E'andtwhic! �oi,nttisa11451feetrSoutl�f the' premises herein conveyed P westerly of the' intersect: of fudge Toad and Deming Street, and which point is J85 feet Southwest:Arly of a merestone in ttne tlortli- easterly corneriof other land noai.. or f9rmorly of Alfred W. Cavedon, thence from spill poijil df .beginning in a Southerly direction along': the westerly ling: of la'tici now or formerly of s " Thomas Burgas J30 feet to a point; fr4in L'henrc the line runs by ` Cr interior angle of 9U° 3n a Wasterly di185 ction along other land now Cavedon $2G. feet to a point; from = or ,*jormerly of �11 f red W. R. _,� thence the line runs by in ,angle of 90' in a Nortt�Cavedon, direction alon other land now o= torm�Yly of Alfrinterior angle g: 530 feet to a point; from thence :-the line runs by 1-4 s3 of '.90 ill an Easterly direction along other land now of formerly =� of Alfred W. Cavedon, '526. 85 feed. to p iiit and place of beginning. Containing 6. 663 acres . r �. REFXRENCE is hereby made to a map or plot plan entitled "Property surveyed for Alfred w.. Cavedon Bueklan Street i Ridge Road South wiridsor--Conn. Scale 1" = 100' --Aori�l 6, 1962 Hayden L. Griswold C. E: " which map:,or plot plan is on Iild in the office of the Town Clerk of said Town of South Windsor. ;j UF.,fW the saiue oreuai :.et conveyed iroul A f red W. Cavedon to John G. Samsel ;. Jr. and Theresa 6.; Sampel by a deed dated October 29, 1986 and recorded inyVplu 455 at rage 125 of the. South Windsor l-and Records. ;: y• • South Windsor, Connecticut. ATTEST: Town Clerk I, Thomas A.. Murrin, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 25, 1994 the Planning and Zoning Commission granted to Tolland Bank a Special Exception to Article 4 .6 .1 of the Zoning Regulations to create an interior lot on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone Assessor' s Map and Parcel Number: Map #38, Parcel #9 More particularly bounded and described as follows: ( legal description from Deed or Mortgage) SEE A'1'PIT SCHEDULE A OWNER OF RECORD: Tolland Bank Dated at South Windsor, Connecticut this 27th day of January, 1994 In accordance with CGS Section 8-3d Thomas A. Mu rin, Chairman Planning & Zoning Commission south Windsor, Connecticut. ATTEST: Town Clerk Volume 455 Page N° 126 xC"zDULZ A Larc,�t CO&MNCINC AT A STONE SOUND ON TNI taaterly side of buckland Streets the Una runs thence Northerly along the Easterly line of Auckland Street 461.6 loot to a points from thence the line runs 67 interior angle of 77e 16' 30•. 791.E fact E&starly along the Southerly line of land now or formerly of John Dynass from thence the line runs by interior angle of 1900 1r 100 alon the Southerly line of land now or formerly of one sale and land of one�stsrsonp in part by sash. 9$6.7 feet to a marestone in the Se:tral Westerly lint of land mew ar formerly of Thomas Burgess& said asrostone Is 760 feet southwesterly from the intersection of Ridge Road and 23eming Streets frw thence the line ruse by Interior angle of 79e 06' In a •otttherly directien along the Westerly hest of lard now or (ermorly of. Themes Surges& 11S lost to s point;frog► thence the line runs by Interior angle of "a In a Westerly diroction along the Northarly line of land of Alfred W. Cavedon. 1126.111 feet to a points from thence the line runs b Interior ang)o of2700 in a southerly directIon along the westerly Uno of Ln7 of said Covedoo. $30 feet s• a points &am thence tht line runs by interior angle of 270e 7s+n an easterly direction along the Southerly line of land of Alfred W. Csvedon,626.1S Joel to a point 1n the Westerly lino of land new or formerly od Thomas Burgoess from thence the Unt runs by interior angle of toe in a Swtherly direction along the Westerly Una of land now or formerly of Thomas Burgess. 600.10 feet to to pointt from thence the line runs by Interior angle of 920 $9' In a Westerly direction along the Northerly line of land now or formerly of elks 0. Nowell 313.1 foes to a points from thence the lint runs by Interior angle of 100. 11' In a Northerly direction along the l4sterly Una of land mow or formerly of $Use C. Nowell 145 fact to a points tirom thence the line runs by interior angle of lli` 45' along the Easterly line of land now or formerly of Levl T. Dewey 165.7 (set to a points from thence the line suns by interior angle of 2&9• 30' in a Westerly direction along the Northerly lino of land now or formerly of Lavi T. Dewey and the Northerly line of land now or formerly of J. Alden Harrison,-in part by each# 896.e feet to the point of beginning. Said premises are nbject,tb a possible right-of-way described as (ollowst BLGINNINC at a merestsne In the Northeasterly corner'of the promises herein conveyed and in the Westerly Une.of land now or formerly of Thomas Burge&& and which.merestent Is 760 feet Southwesterly from the intersection of Ridge Road and Deming Street& from thence said meresione along the Wasitrly line of land of Thomas Burgess $i s feet to a points thence by interior sngle of to* along land of Alfred W. Cavodon, 10 feet to a points thence by interior angle of 90e 175.37 (sot to a points thence by interior angle of 1000 $4' $0.92 loot to point w place of beginning. 092NC all and the same promises described in a 0111tcl6im Dood from Aldon Yarns, Inc. to Alfred k. CsvedOn dated and recorded Soptsmber 17. 196) in Volume 11 at page 214 of the South Windsor Land Recordso arcs at •tCINN1NC at a point$ which point is the Northoesterly corner of the premises herein conveyed and which point is 1145 fast South- westerly of the intorsectIon of Ridge Road and Deming Streeto and which point is 315 feet Southwesterly of a merestone in the ltorth- tastorly corner of other land now or formerly of Alfred W. Caysdon, thence from said -point of beginning in a touthezly direction along the Westerly line of land now or formerly of Thomas largess 530 feet to a points from thence the line runs by interior angle of 90• in a Wostesly direction along other land now or formerly of Alfred W. Gavedon, 526 1S feet to a points from thence this line runs by interior angle of f0• in a Northerly edont direction_along ed W- _other rlwnd0lonE. the lintyruns by Arintsriorvangle - � � — - —OW. f Alfred M. cavedon. $26.15 fast to point^and place of De2innin0. Containing 6.81) acres. THt ADDVt described premises are subject to a possible right=of•way SO toot in width across the tasterly end of acid promises. Dtlwa all and the same promises described in a Trustee's Deed from The Connecticut Dank and Trust Company, Trustee to Alfred M. Cavedon dated May 20 1162 a,IA recorded May 17, 1962 in volume 10 at Page ii of the South Min;,sjr L.+A.: Aecorto. AtftxtNC£ is hereby made to weep or plot plan entitled *property surveyea for Alfred M. Covedon Duckland street • fridge road South M�ndsof••Conn. Scale 1' 300'••Aprill7, 1962 Hayden L. Griswold C.t.' which asap or plot plan is on file in the office of the town Clerk of said Town of South Nindsaf. I.. ^• SENDER: • Complete items 1 and/or 2 for additional services. I 81S0 Wish t0 receive the Complete items 3,and as&b. following services (for an extra a • Print your name and address on the reverse of this form so that we can to return this card to you. feel: m • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address 4 does not permit. J. • • Write"Return Receipt Requested"on the mailpiece below the article number. • +L+ The Return Receipt will show to whom the article was delivered and the date 2. ❑ Restricted Delivery CO delivered. y I Article Addressed to: Consult ostmaster for fee. 0 48. Article Number 1K P 389 188 867 E z 4b. ServiceGUY CAMBRIA,JR. ,CHAIRMAN ElReg to edype ❑ Insured cc y TOLLAND BANK �Certified ❑ COD a 6 C P 0 BOX 156 ❑ Express Mail ❑ Return Receipt for ap TOLLAND, CT 06084 Merchandi eo 7. Date of liv ry lZ 5. Signature (Addressee) 8. Addre ea' Addr s(Only if requested Y W and fee is aid) 6. ,Si!neta�re Agent) t ` ilk PS For 11 F- , December 1991 it u. .G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE,$300 Print your name, address and ZIP Code here 93-51P PZC - TOWN OF SOUTH WINDSOR • 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 JAN 2 7 1994 Tom am LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER TUESDAY, FEBRUARY 1, 1994 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its January 25, 1994 Regular Meeting, the Commission voted to take the following action: 1 . Approve with modifications appl . #93-51P, Tolland Bank - Resubdivision to create two lots and Special Exception to Article 4 . 6 . 1 of the Zoning Regulations to create an interior lot on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone 2 . Approve with modifications appl . #93-54P, Caron Auto Works - Site Plan of Development for property located at 13 John Fitch Boulevard (frontage on Burnham Street) GC zone 3 . Approve bylaw revisions 4 . Approve settings/reductions/callings of certain bonds Thomas A. Murrin, Chairman i ■ RECEIVEC ,,?e$igo ofesslonals, inc. FES to 1994 civil engineers • planners • surveyors ■ '�'�. MNOSOR PLANNING DEK, February 5, 1994 Thomas Murdn, Chairperson Planning &zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Tom: Re: Tolland Bank Resubdivision Ridge Road, Lots 1,2, & 3 South Windsor, Connecticut Project No. 91-599 Our client, Tolland Bank, hereby requests a second 90 day extension for the filing of the mylars it:he Town Clerk's office for the above-referenced project. Thank you. Sincerely, Design Professionals, Inc. By: Pe er R. DeMallie Principal cc: Guy Cambria, Jr. Barbara Weinberg 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 �OV7N SC4< o 7,au� 01P s-ate ?0 G U 9 . 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203 644-2511 SOR•C0 I February 8 , 1994 CERTIFIED MAIL Guy Cambria, Jr. , Chairman Tolland Bank Revised Letter P O Box 156 Tolland, Ct 06084 Dear Mr. Cambria: Re: Appl . #93-51P, Tolland Bank Resubdivision Ridge Road/Special Exception We are pleased to advise you that the Planning & Zoning Commission voted on January 25, 1994 to approve with modifications the above- referenced application for a resubdivision to create three lots and Special Exception to Article 4 . 6 . 1 of the Zoning Regulations to create two interior lots on property located on the southwesterly side of Ridge Road and easterly side of Buckland Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc . , Job. No. 91- 599 , dated December 9 , 1993 and revised through December 15, 1993 . This approval is subject to the following modifications : 1 . This approval is for 3 lots, numbered 1, 2, and 3. 2 . Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3 . Water shall be supplied to this subdivision by the Connecticut Water Company. 4 . 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. 5 . 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 . 6 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $2, 000 . Guy Cambria, Jr. - 2 - February 8, 1994 Application #93-51P 7 . Prior to commencement of any site work, a meeting must be held with Town Staff . 8 . All. plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. .9 . 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 ton 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. 10 . Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 401 , shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains . No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town. Engineer. 11 . 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. 12 . 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 with 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 13 . A drainage assessment fee in the amount of $150 shall be submitted to this Commission. Guy Cambria, Jr - 3 - February 8, 1994 Application #93-51P 14 . 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. 15 . Engineering comments of September 23, 1993 and December 30 , 1993 must be addressed. - 16 . Frontyard setback for lot #1 and #2 to be established at 100 ft. 17 . Approximate location of the scotch pine to be put on the plot plan to go on file. Also, the large scotch pine should be located on the building permit plan and preserved. We recommend that no grade changes or work be done within a 50 ' radius and that the tree be trimmed by a licensed Arborist prior to construction of a house, if required. 18 . Approval is for a Special Exception to 4 . 6 . 1 of the Zoning Regulations to allow interior lots and effective upon the filing of the enclosed forms in the Town Clerk' s office. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Thomas A. Murrin, Chairman TAM/pmm cc: Chief Building Official Assessor Town Engineer Supt. Of Pollution Control Registrars Fire Marshal Design Professionals, Inc . ' TOLL TOWN OF SOUTH iTINDS08 1AK�ND rTVV 'TdIANo g (pt �u6DIVIJiaJ1 \ r PROJECT rn STREET. n QIDCak QoAo BOND ES73HATE FORM P&Z I.D. : 93- 51P FEB lb ENGINEER:��yG� PRc�>is��cNo�s�7�rc. 1994 CALENDAR yg.Ag DATE: FEE,, 9 �s�4 1,'3. WINDSOR PLANNING DEFT. Bond Bond Item Description Unit Seduction Reduction Unit QuantityPrice Cost No. 1 No. 2 I. Clearink & Grubbing LS ` * aZ,G1G�0,� 2. Strip & Stockpile Topsoil CY 220 Oo 2.00 44-0 3. Earth Excavation (Excluding Roadway ^, _ & Trench) CY 10.00 4. RoadwaY Excavation CY 12.00 5. Earth Trench Exc. 0-4 CY 155 10.00 6. Earth Trench Exc. 0-10 CY 12.00 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 _ 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 rade SY 690 1.50 aI,335,00 15. Subbase Gravel CY 110 20.00 V3,400.00 16. Processed Aggregate TONS 360 18.00 'i4to•00 f7. Common Borrow CY 10.00 18. Gravel Borrow � CY 3 15.00 apSiI00.00 19. 111-2 " Bit. Concrete Class I TONS 76 50.00 �3J800,o0 20. (��Z Bit. Concrete Class II TONS 55.00 -V4,160.00 21. 6" Asphalt LinCurbin LF -2160 3.00 A01)060,00 22. Road Widening complete Sy - 50.00 *varies Page 1 Sub-Total '$_ Z9,365,00 lESTIMATE FORM Bond Bond Unit Reduction Reduction Item Description Unit QuantityPrice Cost No. 1 No. 2 23. Conc Sidewalk 4' Wide LF 30.00 _ STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class- In Place LF - 130.00 25. 54" RCP Class- In Place LF 100.00 26. 48" RCP Class_In Place LF - 75.00 _ 27. 42" RCP Class- In Place LF - 65.00 28. 36" RCP Class_ In Place LF 1 - 60.00 29. 30" RCP Class_ In Place LF 50.00 _ 30. 24" RCP Class_ In Place LF 42.00 31. 21" RCP Class-In Place LF 40.00 '- 32. 18" RCP Class-.In Place LF 35.00 33. 15" RCP Class_In Place LF 322 30.00 &9,660.00 POLYETHENE PIPE 34. . 8" ADS-N-12 or Equal 21.00 '- 35. 10" ADS-N-12 or E ual _ 22.50 36. 12" ADS-N-12 or Equal _ 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 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 �40 45.00 2wi0i 800.0 42. Intermediate RiT)raD CY - 45.00 - 43. Standard Riprap CY 45.00 .Pageo 2. Sub-Total $ 7A,464• � D ESTIMATE FORM Bond Bond Item Descri tion Unit Reduction Reduction Unit uaatit Price Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 1 1500.00 15'/500.0,0 45. T e "C" Double Grate EA -' 2000.00 -' 46. Type "C-L" Catch Basin EA 1500.00 ��5�•Oo 47. Manhole EA a� 1500.00 7 • 48. Manhole w Dro Inlet EA -- _ 2500.00 49. Manhole Over Ten Feet EA . 2000.00 50. ,Headwall EA 51. Endwall . Box Culvert EA 52. - X LF * 53. 15" Flared End EA 450.00 -�450.o0 54. 18" Flared End EA - _... 500.00 55. 24" Flared End EA 550.00 56. 36" Flared End EA - _ 850.00 57. GRAVEL ka SS ROAD 58. 59. Reset M.H. or C.B. EA 550.00 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 -' 61. 10" PVC In Place SDR 35 LF - 37.00 62• 8" PVC In Place SDR 35 LF 35.00 _ 63. 6" PVC In Place SDR 35 LF 30.00 * varies Page 3. '9 17JV Sub-Total $ 0G i ESTIMATE FORM t ' .It6a Descri tion Unit Bond Bond Uait uantit Price Cost Reduction Reduction No. 1 83. As-Builts '��0'od LS 84. Iron Pins EA 13 100.0013A�.°O 85.• Concrete Monuments EA 4. 250.00 Vl000,p0 86. Landsca in • LS * _ 87. Drivewa -Bit. Conc. i20 SY 20.00 YZ400.c0 88. 89. 90. S`�00•Di' Sub-Total $ o0 Sub-Total Page 1• $ Z9�365 00 Sub-Total Page 2 $ W 4.60.00 Sub-Total Page 3 $ Sub-Total Page 4 Sub-Total Page 5 $ Sub-Total $ .� 69t G7J- 25Z Contingencies x Sub-Total: $_ 4,ao l7� 419. oa TOTAL varies age 5. ,Fesign ofessionals, inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: M►G16( Lin DATE: SZ"Zv jowN of `Jt>J711 I.JIJLZSe� REGARDING: C >��Ilpja1V�SIo�J PROJ. NO. ��599 /-7/5 i©(ia•� �k- j+yi5ie�v— QiD(.X Y-aAC_> CAe-,-J LrTO i^1e U.--> WE ARE SENDING YOU: for your use at your request for approval for your files �� for review and comment THE FOLLOWING: C)NE Cl) 7 w-WMNY Co C-A,(A of Q�VISF� pc,,ws R.,a �z' Gcn�Di71oN5 dF AP92ny#%( 1F r_t1FCc; Vyl X, IS 1a oe>E9- wF wit( PR_-c:f_W io SCl6r:�I? F1;iM. PL,w_S AkX> rA�fLAR_S -(p Pam. -*rrAMPEb P-C> �1C,I)EU s p kM.�iL YOU, /� Y(T.A�rs F�Ut> �►GiA`� oU� tr1�� of �Nb �:3"iMA�L k9 ici(/Wn R,MV� �uFXIViSi�J Design Professionals, Inc. By: _. O P-),JX 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 17 , 1994 RE: TOLLAND BANK SUBDIVISION #93-51 We have reviewed the "Final Plans" dated 2-9-94 for the Tolland Bank 3 Lot Subdivision and have the following comment: 1 . The Town Sanitarian has not determined if a septic system can be placed on Lot #3 . This must be resolved before acceptance of "Final Plans" and filing of the mylars . r U� tip 64 v JCl/jsv Off• •t1 1 < LETTER OF TRANSMITTAL d � = L PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE 111 7 TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans -'V, ', Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No. Pro ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use A, Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: co oI ,R s a GPIfI Gy r . E„ Copy Dept,ina Fromscv t ' S O.NN 3f4 CC G U Towrt 01 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•Cp� AREA CODE 203/644-2511 February 24 , 1994 Guy Cambria, Jr. , Chairman Tolland Bank P. 0. Box 156 Tolland, CT 06084 Dear Mr. Cambria: Re: Appl . #93-51P, Tolland Bank Resubdivision Ridge Road/Special Exception Please be advised that the Planning and Zoning Commission voted on February 22, 1994, 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 May 17 , 1994; the new filing deadline is August 15, 1994 . 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 truly yours , PLANNING & ZONING COMMISSION Thomas A. Murrin Chairman TAM/pmm cc: Design Professionals, Inc. JOHNSON & M-C-GINS OF CONTQT,,(-TT('IJT, INC. FAX COVER SHEFT c,itypiarr. 11, 185 A5yltuu Strtxt, HputfoiA CT 0610:1 (20.1) 241-8500 PACF I OF DAM — FFe, T 0 f,AX NlrNfRFR., AT7'N- FROM: SUBIECT; ff, T11M IS ANY PRORTYM WITH RECEIVING TIUS FAX, PLEASE C'ALL (20-3) OUIZ FAX MA( ff—fNF NUMBER IS (203) 247-9676. IT IS AN AUTOMATIC AND WILL ADJUST TO YOUft MACHINE'S SENDING/RECEIViNG SY)NIb0- COVER PAGE MESSAGE za 1,2 44 4 Cd,LL6 e-,4-ef r 6/ VZ 100[pi NOS'NHOi' 9/.96 /.T77,& 47,-11 vfi/qz/zo ' A4001M. CERTIFICATE OF INSURANCE - J.. DATE(MMIDDIYY) _ _ o2/2a�93-- PRoouc€R N18 C:tfi(IEICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Johnson & tiiggins of CT, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR HcDi s t f GaUm ALTER THE c I t r U b l U i - COMPANIES AFFORDI. BY THE,POLICIES BELOW. _ , CQVER_AOF AFFORDED ._ Id0 COVERAGE COMPANY A H011nace Insurance .Co.. INSURED CC+MPAhN I. rPn 1 1 a nd R:I n k 9 P. v. BU A 156 rnMraNv Tollamd, CT 06084 C COMPANY a THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 13EEN ISSUED TO THE INSURED NAMFr)ABOVE FOR THE POLICY PERIOD INr)[CA'TPf) NOTWITHSTANDING ANY REOUIR£MENT.TERM 08 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED Mn MAY PERTAIN THE INS[IRAINC;F AFFOADEI) BY THE POLICIES DESCRIBED HEREIN IS SUBJECT Tq ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE RFFM RFm ICFr)RY PAID CI ARA& POLICY EFFECTIVE POLICY EXPIRATICH uMlra co TYPE pF>NguRANaE rlxlur NUMnen lTR DATEIMMI'DMYY) DATE(MMIAD'YY) GENERAL LIABILITY f� q r, y GENERAL AGGREGATE $1, 0 0 U r U LI U A C,GMMERCIAL GGNEf1AL Llwnn rrV QB$99332902 04/01,/93 04/01/94 ,rnoDU07SCOMFFO�Acc t1TQ�Qp�,QQ CLAIMS MADE OCCUR PERSONAL B AI INJURY $1,0 Urrrvtn'ts a UUN I PRW r eACt i ecu,nrlc�r.0 $1 0 0 0 10 0 0 FIRE DAMAGE(ArvartnIi-b) ... .... Mt_D CXr(Arty Lim yelttrua) .._,___._.AUTOMPB1Li LIABILITY 00MAINED S30GLE LIMIT ANV AUTO ALL OWNED AUTO[ rdUUILY INJU*IY (Pcr p--) RC.HEOULED AUTOS .,I I11RED ALIT05 BO00 INJURY S (ret nlxawrar NON-OWNED AUTOS ... ....._—._.__._._. .. PnOPERTY DAMAGE S 0ARAft LIA6II,11Y1-�NLV•to ACUIUt.N I YI ANY AUTO 'WHFR THAN AUTO ONLY: EACH ACC)UhN1 $ EXCESS LIASILRY EACH CCUUHHtNUt $ UMURELLA i OrIM nCFr+FC-ATc f OTHER THAN(,JMARELLA FORM $ WORKGR5 COWENSA710H AND JrATU'r0r1Y LIMI rO EMPLOYERS'LIABILITY EACH 40CIDElf 5 TI IE PnOrIVCTOIU INGt 06EA5E P0L1t;;r'LIMIT y r'AJ1TNCnC.4XgCUTIV9 OPf71P,ERS ARE, GY.CL [1t$ AfiF FA(MrmpICtvrr f OTHER it DE9CRIFTICFk OF OFERATION5,G4GATFpN$IVEHICLE¢!$PECIAL ITEMS ; See attaChed Additional insured warding. CERTIFICATE HOLDER CANCELLATION TnWn Of South Windsc or SHOULD ANY Of THE ABOVE DESCR13ED POLICIES BE CANCELLED BEFORE THE 1840 S u l l l y di i Avenue EXPInAT10N DATE 7116RSOF, THE ISSUIIIC OOMrAHY WILL ENDEAVOR TO MAIL South Windsor, (7.T O C 074 . 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OUT rA ILURE TO MAIL alltH NO-nCF IIIIALL IMFOb!"*OUOAYION qn LIABILITY OF AN _.—.__.V O UPON"KIN_ U_ THE COMPANY, STS EP ARESENTATIVES. __--_ AUTNORIZED RE BENTATIVE_ --.--- - ACOAD 25-6(3193) ' ' vACORD CORPORA110N 1993 SNIDD(Hq NOSNHOf 906 Lvuafl 1-3;TT 1,8%Su%U0 - Attachment to Certificate of Tnsiirans-:p fnr Town of South Windsor Additional Insured with respect to Residential Foreclosed Property ( Samool, 99 Ridgo Road, South Windsor, CT) : Tuwn of South Windsor as their interest may appoar rogarding: Subdivision Piro prpparcd for Tolland Bank, Ridge Road and Buckland RUdO, SuuLh Windsor, CT, prepesre6 by Design Professionals, Inc. date 12/9/93 revised throu5h 2/9/94_ Shppt. 2 of 4. Scale 1" = 100 .ft. £00 In SN100IH'd NOSNHOf 9L96 LYcS 99;iT pa"Su"90 SUBDIVISION BOND KNOW ALL MEN BY THESE PRESENTS THA'r WF., TOLLAND RANK hereinafter called PRINCIPAL, and FARMINGTON CASUALTY COMPANY of the City of Hartford of the County of Hertford in the State of Connecticut as SURETY are held and firmly bound unto TOWN OF SOUTH WINDSOR in the sum of'TW(f TI-1 .)1ISAND AND NO/100THS ($2,000,00)DOLLARS,to be paid to the said'TOWN OF SOUTH WINDSOR its successors and assigns, for which payment well aiid truly to be;made, we bind ourselves,or heirs, executors and administrators, successors and tis signs,firmly by these presonts. WHEREAS,the Principal has cuhtnitted to the P4inning and Zoning Commission of the 'TOWN OF SOUTH WTNT)SOR for its approval, a ErtA,ion Control Plan Prepared for TOLLAND BANK, Ridge Road and Buckland Road,South Windsor,(:T. Prepared by Design Professionals,Inc. dated 12/9/93 revised through 2/9/94. Sheet 2 of 4 scale= F'= 100ft.Wetlands approval date: 1/3/94,and WHEREAS,the Planning and Zonin';Conunission of the TOWN OF SOUTII WINDSOR has approved said Plan on condition that the said Principal file with the TOWN OF SOUTH WINDSOR a Bond in the amount.of TWiI TH()1?CAND AND N011O)T14S($2,000.00)DOLLARS, with Surety and in form approved by the Town and with conditirim satisfactory to thee actual completion within TWO YEARS of certain work and installations required by the Planning and Zoning Cotrunission as more fully appea„ can the application maps,plans and profiles filed by the Principal. NOW,"THEREFORE, if the said Principal shall make and complete to the satisfaction of the 'TOWN OFF SOUTH WINDSOP in accordance with its regulations the work and installations herein referred to,this ohligatinn shall he. null and void,otherwise to remain in full force and effect. This bond may tv tciadnawd as to future acts of the Principal upon thirty (30)days written notice by the Surety; said notice to be sent to PLANNING, & ZONING COMMISSION of the aforesaid TOWN by certified mail. This bond becomes effective on the 25TH clay of FEBRUARY, 19-44,for a period ending on the 25TH day of FEBRUARY 19y6. IN WITNESS WHEREOF, we have hereunto set our hands and seals at Hartford, Connecticut, this 25TH day of FEBRUARY 1994. TOLLAND BANK BY: FARMWGTON CASUALTY COMPANY W00 In SN 100 M NOSNHOf 9L96 LVUQ 9Z i I Y6%9i.%ZO IN SUBDIVISION BOND KNOW ALL MEN BY THESE. tF'R)F'SENTS 'CHAT WE, TOLI.AND BANK hereinafttl V411Ccl PRINCIPAL, and FARWNGTON CASUALTY COMPANY of the City of Hanford of the County of Iwiford in the Statc of Connecticut as,SURETY we lield and firmly bound unto TOWN OF SOUTH WINDSOR in the sum of EIGHTY SEVEN THOUSAND AND NO/100THS ($97,000.00)DOLLARS,to be paid to the said 'TOWN OF SOUTH V PV IDSOR it,% ,uccef sors and assigns,for which payment well and truly to be made., we bind ourselves, or heirs, excuutors and administrators, quccessors and assigns, firmly by these pTegentc. WHEREAS, the Principal has submitted to the Planning and Zoning Commission of the TOWN OF SOUTH WINDSOR for its approval, a Subdivision Plan Prelmi-W for TOLLAND BANK,Ridge Road and Bucklarid Road, Suuth Windsor,CT. Prepared by Design Professionals,Inc.dated 12/9193 revised through 219/94.Sheet 2(,f 4 scale_ 1 :100ft.zoning approval date: 1125/94,and WHEREAS,the Planning and Zoning Commission of the TOWN OF SOUTH WINDSOR has approved said Plan on condition that the said Principal file with the TOWN OF SOUTH WINDSOR a Rine] in the amount of EI :HTY SIEVEN THOUSAND AND NO1100THS ($87,000.00) DOLLARS, with Surety and in form approved by the Town and with conditions satisfactory to the actual completion within TWO YEARS of certaii► wuik and installativas required by the Planning and Zoning Currunissiu►, as inure fully appears on the application maps,plans and profiles filed by the Principal. NOW,THEREFORE,if the said Principal shall make and complete to the satisfaction of the TOWN OF SOUTH WINDSOR_in accordance vvilh its regulations the work And in.rta.11ationc herein referred to, this obligation shill he will and voiri, otherwise to remain in full force and effect. This bond may be terminated as to future a4ts of Lim Prhicipal upon thirty(30) days written notice by the Surety; said notice to be sent to PLANNING & ZONINC COMMISSION of the aforesaid TOWN by certified mail. This bond becomes effective on the 25I'H day of FEBRUARY,1994,for a period ending on the 25TH day of FEBRUARY 1"6. IN WITNESS WHEREOF, wt have hereunto sct our hands and scaly at Hartford, Connecticut, this 25TII day of F E BRUARY 1994. TOLLAND BANK BY: FARMI14GTON CASUALTY COMPANY BY: _ 4 rAttuncy-in-r t 940 SN 1001 H'3 NOSNHOf 9L96 L1,3Z n;T T YB%Su%M TOLLAND BANK OLDE TOLLAND COMMON TOLLAND, CONNECTICUT 06084 BLANKET RESOLUTION FOR TRANSACTING BANK BUSINESS "RESOLVED" that any of the following persons who are duly qualified officers of the institution: Guy Cambria, Jr., Chairman/President/CEO Joseph H. Rossi, Senior Vice President/Treasurer/CFO Patrick J. Logiudice, Senior Vice President/CLO David H. Gonci, Vice President/Controller William S. Weigand, Vice President Cynthia S. Harris, Vice President/Secretary Joyce M. Joy, Vice President Marliese Shaw, Vice President Maureen Roberts, Assistant Vice President be and they are hereby authorized to transact any business on behalf of the Tolland Bank. This authorization shall continue in effect until amended or revoked." ------------------------------------------------------------------------------------------------------------------------ I, Cynthia S. Harris, hereby certify that I am the duly elected and qualified Secretary of Tolland Bank, Olde Tolland Common, P.O. Box 156, Tolland, CT 06084 and that the above resolution was duly adopted by the Board of Directors of Tolland Bank at a regular meeting held on the 27th day of October, 1993, at which a quorum was present, and that the said resolution was adopted in accordance with statutory and charter requirements and is duly recorded in the minutes of said meeting. I hereby further certify that the foregoing vote has not been altered, amended or rescinded since the date thereof and is presently in full force and effect. IN WITNESS WHEREOF, I have hereto set my hand and affixed the seal of the Institution this a2� day of C-P)rL,<;:i , 1994. (CORPORATE SEAL) Cynthi S. Harris, Secretary c:\wp51\harris\bkt-reso.csh DRAINAGE EASEKENT KNOW ALL MEN BY THESE PRESENTS, that TOOL AM BANK, a banking Corporation organized and existing under the laws of the State of Connect;cLt with an o fice in the Town and County of Tolland, CT, , for the consideration of ONE DOLLAR ( $1 . 00) AND OTHER VALUABLE CONSIDERATIONS, received to bxr6bdcs:fits 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 forever, 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 certain pieces or parcels of land as described in Exhibit A. Within said parcel(s ) described in Exhibit A, the Grantee, omits 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, egits 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 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 . its successors The Grantee agrees to hold the Grantor, and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this 3rd day of March 1994 Si Seed,-and-"Delivered GRANTOR: TOLTAND BANK i n a ,e s e e o f : ZI ",7mo tit r ey STATE OF CONNECTICU } } ss. Vernon COUNTY OF TOLLAND } On this 3rd day of March 1994 before me, SOLOMON KERENSKY the undersigned officer, personally appeared GUY CAMMM, JR. , President* , known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. *of TOLLADID BANK I witness whereof, I hereunto set my hand. Comni.ssioner of the Superior Court SOLOMON K ENSKY TOWN MaLL USE F Approved by Town Engineer Date: Approved by Town Manager Date: Received for Record Time: VOL PAGE (Town Clerk) 10/27/93 EXHIBIT A That certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, bounded and described as follows, to wit: Beginning at a point in the street line of Ridge Road which point marks the intersection of the southerly line of the premises herein described and the westerly line of a future cul-de-sac of Ridge Road, which point is also 105.84 feet along a curve to the left (24.45 + 81. 39) having a radius of 55. 00 feet, a central angle of 1100 15' 28" and 106.32 feet S 22° 39 ' 21" W of an existing monument; thence from said point and place of beginning along a curve to the right having a central angel of 220 08 ' 19" and a radius of 55. 00 feet along the southwesterly line of said cul-de- sac 21.25 feet to a point; thence S 720 43 ' 20" W through proposed Lot 3 , 228.29 feet to a point; thence N 810 24 ' 50" W through proposed Lot 3 , 153 . 64 feet to a point; thence S 610 58 ' 34" E along the common property line of proposed Lot 1 and proposed Lot 3 , 60. 10 feet to a point; thence S 810 24 ' 50" E through proposed Lot 3 , 101. 56 feet to a point; thence N 720 43 ' 20" E through proposed Lot 3, 239. 66 feet to the point and place of beginning. The aforesaid Drainage Easement is shown on a map entitled, "Subdivision Plan, Plot Plan, Independent Resurvey, Property Survey Prepared for Tolland Bank, for property at Ridge Road and Buckland Road, South Windsor, Connecticut, prepared by Design Professionals, Inc. , civil engineers/planners/surveyors, 441c governor's highway, south windsor, connecticut 06074 , Date: 12-9-93 Revisions 1. 12-22-93 Per Town Staff Comments 2 . 2-9-94 Per Conditions of Approval, scale 1 inch = 100 ft. , sheet 2 of 4, job no. 9159911, which map or plan is on file in the South Windsor Town Clerk's Office to which reference may be had. EXHIBIT A That certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, bounded and described as follows, to wit: Beginning at a point in the street line of Ridge Road which point marks the intersection of the southerly line of the premises herein des a future cul-de-sac of Ridge ad, which point is also 105.84 feet a o t (24.45 + aving a radius o feet, a central angle o noo 15 ' 1Q11 et S 220 39 ' 21" W of an existing monument• thence from said point an place off-beginning a o the right having a central angel of 220 08 ' 19111"and a radius of 55. 00 "feet along the southwesterly line of said cul-de- sac 21.25-07feet to a point; thence S 720 43 ' 20" W through proposed Lot 3 , 228 .29 0feet to A point; thence N 810 24 ' 50" W 'through proposed Lot 3 , 153 . 64 feet to a point; thence S 610 58 ' 34" E along the common property line of proposed Lot 1 and proposed Lot 3 , 60. 10rfeet to a point; thence S 810 24 ' 50" Ir through proposed Lot 3 , 101. 56 feet oto a point; thence N 720 43 ' 20" �E through proposed Lot 3 , 239. 66"feet to the point and place of beginning. The aforesaid Drainage Easement is shown on a map entitled, "Subdivision Plan, Plot Plan, Independent Resurvey, Property Survey Prepared for Tolland Bank, for property at Ridge Road and Buckland Road, South Windsor, Connecticut, prepared by Design Professionals, Inc. , civil engineers/planners/surveyors, 441c governor' s highway, south windsor, connecticut 06074, Date: 12-9-93 Revisions 1. 12-22-93 Per Town Staff Comments 2 . 2-9-94OPer Conditions of Approval, scale 1 inch = 100 ft. , sheet 2 of 4 , job no. 9159911 , which map or plan is on file in the South Windsor Town Clerk's Office to which reference may be had. PO�Ve o C. Q Q' N/F CARL R. SUNDIN and o MARCIA C. SUNDIN Q:- / Iron Pin to be set / 1 ft. south of Cedar Fence Post BOUNDARY LI AS PER "GRISWOLD" MAP and DEED N8O 27'1�L' 21 248• Cedar Fence Post 200.9¢ L = 58'14'53" nce Po 33" R = 60.00' / `7 81 T = 61.00' Q 3��5 TAC)PROPOSED LOT No. 3 4 AREA — 147,931E sq. ft. n = 241'25'41" 5083, 1 NOT A3BUILD BUILDING LOT T = 92.58' 3 / ��Ex. Mon. (Tipped) / TOWN F L = 231.75' ^� 0 SOUTH DISCHARGE R / O HAS RIGHTS TO DISCHARGE I TO WATERCOURSE ON LOTS 1 # 3 20' DRAINAGE EASEMENT / SO.00'^ IN FAVOR OF THE TOWN OF 167- SOUTH WINDSOR 2 R.O.W. as per "GRISWOLD* map �g2s 34 F\ 53.64'50'W 22� L = 84'47'03' S81'24'S0'E 11 jw R = 55.00' \ T = 81.39' 101.56' j 23g,86� / r 1 / L 81.39' ✓� Nei 4 0 E R = ss oO'19- S.N.E.T.39O4 SOUTH WINDSDISCHARGE �� ^�. IR TO DISCHARGE T = 21.25' 50' TRAVEL AND U77LITIES IRSE ON LOTS 1 k 3 \ SS2\ L z1.2s' � �, EASEMENT IN FA VOR OF 7 gam' O N CO OTS 1 & 2 8 T^_I_Aty Ex. BARN ry / O 0 SOT 3 = / S88'31'36"E /5 3.62' 0C -7 211.78' S.N.E.T.39O5 v S.N.E.T.39O6 400' co 3/�=c Q Cj �N 'OSED LOT No. 1 50.00' . R.O.W. as per "GRISWOLD" map / 354,307E s ft. Y VOL. 77 0 PAGE U 9 DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that T011AND BANK, a banking Corporation organized and existing under the laws of the State of Connecticut with an office in the Town and County of Tolland, CT. _, for the consideration of ONE DOLLAR ( $1 . 00 ) AND OTHER VALUABLE CONSIDERATIONS, received to bmr&dadits 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 forever, 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 certain pieces or parcels of land as described in Exhibit A. Within said parcel(s ) described in Exhibit A, the Grantee, omits 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, Hits 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 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. VOL. r t U PAGE Z1U EXHIBIT A That certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, bounded and described as follows, to wit: Beginning at a point in the street line of Ridge Road which point marks the intersection of the southerly line of the premises herein described and the westerly line of a future cul-de-sac of Ridge Road, which point is also 105.84 feet along a curve to the left (24 .45 + 81. 39) having a radius of 55. 00 feet, a central angle of 1100 15' 28" and 106. 32 feet S 220 39 ' 21" W of an existing monument; thence from said point and place of beginning along a curve to the right having a central angel of 220 08 ' 19" and a radius of 55. 00 feet along the southwesterly line of said cul-de- sac 21.25 feet to a point; thence S 720 43 ' 20" W through proposed Lot 3, 228 . 29 feet to a point; thence N 810 24 ' 50" W through proposed Lot 3, 153 . 64 feet to a point; thence S 610 58 ' 34" E along the common property line of proposed Lot 1 and proposed Lot 3 , 60. 10 feet to a point; thence S 810 24 ' 50" E through proposed Lot 3, 101.56 feet to a point; thence N 720 43 ' 20" E through proposed Lot 3, 239. 66 feet to the point and place of beginning. The aforesaid Drainage Easement is shown on a map entitled, "Subdivision Plan, Plot Plan, Independent Resurvey, Property Survey Prepared for Tolland Bank, for property at Ridge Road and Buckland Road, South Windsor, Connecticut, prepared by Design Professionals, Inc. , civil engineers/planners/surveyors, 441c governor's highway, south windsor, connecticut 06074, Date: 12-9-93 Revisions 1. 12-22-93 Per Town Staff Comments 2 . 2-9-94 Per Conditions of Approval, scale 1 inch = 100 ft. , sheet 2 of 4, job no. 9159911, which map or plan is on file in the South Windsor Town Clerk's Office to which reference may be had. VOL. 7 7 PAGE Z11 its successors The Grantee agrees to hold the Grantor, and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this 3rd day of March , 1994 'd\ Si Se edf-ate"Delivered GRANTOR: TOLLAND BANK in a ese a of ITS J. ey STATE OF CONNECTICU } r ss. Vernon COUNTY OF TOLLAND } On this 3rd day of March , 1994 , before me, SOLOMON KERENSKY , the undersigned officer, personally appeared GUY CAMMrA, ,R., President* , known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. *of TOLLAND Arm BANK In witness whereof, I hereunto set m6and. Commissioner of the Superior Court SOLOMON KERENSKY TOWN HALL USE 'ril,V Approved by Town Enginee Date: '3�Uf�¢ 4 Approved by Town Manage . Date: , . Received for Record 1994 Time: 2 :20 P.rA , VOL rIq PAGE ( own C k) ASSISTANT TOWN CLEINK 10/27/93 KAHAN, KERENSKY 8 CAPOSSELA ATTORNEYS AT LAW 45 HARTFORD TURNPIKE BOX K VERNON, CONNECTICUT 06066 SUZANNE E. CARON SOLOMON KERENSKY JEFFREY G. SCHWARTZ JOSEPH P. CAPOSSELA TELEPHONE (203) 646-1974 TELECOPIER (203) 647-8302 COLLEEN McCARTHY JEROME D. LEVINE AMY L. FINKE WILLIAM E.BRESLAU LOUIS J. DONOFRIO MICHAEL A. BARS WILLIAM J. DAKIN RECEIVED - ALSO MASSACHUSETTS BAR JAY A. GABRIEL* **ALSO NEW YORK BAR MICHAEL J.KOPSICK** OF COUNSEL MAR 1994 ROBERT F. KAHAN 4, WINDSOR PLANNING DEPT. March 4 , 1994 Marcia Banach Town Planner TOWN OF SOUTH WINDSOR 1540 Sullivan Avenue South Windsor, CT 06074 Re: Lot #3/Ridge Road Subdivision Dear Ms . Banach: Enclosed please find an executed Drainage Easement from Tolland Bank to the Town of South Windsor across Lot #3, Ridge Road Subdivision. Should you have any questions or concerns, pl ase do not hesitate to contact me . 1 Sinceo � n ky SK:eb Enclosure Cc : Guy Cambria, Jr. Peter DeMallie rn ~ LETTER OF TRANSMITTAL a PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE f SOUTH WINDSOR CT 06074 DATE ( 203 ) 644-2511 12 1 TO: 1� ? ROW w MAR 9 .1994 ��NOSOR M WE ARE SENDING YOU: Drain 9 Ps P & Z initial plans P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondencerr��y Pro ect Co ies A 1. No. �- THESE ARE TRANSMITTED as checked below: For review and comment For your fileReturned with revisions For your use As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: L L v a t dl�'fYt tint J, � Copy to: From: �J .-- zP/94 SENT BY: 3-10-04 ; 3:30PM K K & C ,TOWN OF SOUTH WINUSQ;g 1/ 2 KAEBAN, KERENSKY $ CAPOSSELA +.',I UKNLIS AT LAW 45 HARTPORD TURNPIKE nox K VERNON, CONNECTICUT 06066 JEFFREY G, SC:HWARTZ SOLOMON KERENSKY TEL£PHONC (203) 646-1974 SUZAwiaf c. CARON JOSEPH F. CAPOSSELA mic"HAEL 1.KOPSICK"• )EROMB D.LEVINE 7ELWOPIER (203) 647-8302 COLLEEN U. MCCARTHY WILLIAM E,BRESLAU AMY L.FINKE MICHAEL A-BARS LOUIS J. vONOFRIO WIT I.IAM ).DAKLN JAY A.GABRIEL` DATE; -1 Q+ ALSO MASSACHUSI M, BAR pr rA-)uirsaL "ALSO NEW YQRK BAR ROBERT F.KAHAN TO: r AT: FROM: t c — SUB]ECT: FAX #: L - NO. OF PAGES (INCLUDING COVER SHEET); ' TF YOU DO NUl' XEC:EIYE ALL OF THE PAGES TO THIS FAX, FLLASE- CALL (7.03) 646 1974, COMMENTS: SENT BY: 3-10-94 ; 3:30PM ; K K & C-TOWN OF SOUTH WIitill5Q;; 2/ 2 ACKNOWLEDGEMENT We, the undersigned, do hereby acknowledge that the twenty (201 ) foot drainage easement granted by Tolland Bank and located on property running from a proposed cul-de-sac in favor of the Town of south Windsor along Ridge Road, which has been recorded on this date contains dimensions which are incorrect. We hereby acknowledge and agree to modify and re--record a correcting easement, and if necessary, to modify and re-record the subdivisign map evidencing same not later than Tuesday, March 15, 1994 . / s e ar Wolf Beverley G. o1f We hereby agree, that if necessary, We will facilitate the execution of the above referenced documents on or before March 15, 1994. A & CAPOSSE r� —/ VOL. 804 PAGE 2 CORRECTIM DRAINAGE EASEKENT 00457.1 KNOW ALL MEN BY THESE PRESENTS, that TOLIAND BANK, a banking Corporation organized and existing under the laws of the State of Connecticut with an office in the Town and County of Tolland, CT, , for the consideration of ONE DOLLAR ( $1 . 00) AND OTHER VALUABLE CONSIDERATIONS, 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 forever, 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 certain pieces or parcels of land as described in Exhibit A. Within said parcel(s ) described in 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, m�lhllz*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, Ja mmEits 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 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 . (THIS CORRECTING EASEMENT AND REVISED MAP ARE BEING RECORDED TO FURNISH A DIMENSION WHICH WAS MISSING FROM THE ORIGINAL EASEMENT AND MAP.) VOL. 804 PAGE 4 its ucce sors The Grantee agrees to hold the Grantor, a� �c� and assigns , harmless from and agai.net any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this 16th day of March 19 94 Signed Sealed and Delivered GRANTOR: in the Pr "ncG of: TOLLAND BANK GUY CAi IA, JR. ITS PRES DENT r/fir�i►� ►E STATE OF CONNECTICUT} TOLLAND } ss. Vernon COUNTY OF } On this day of March , 19 94 , before me, William E. Breslau the undersigned officer, personally appeared GUY CAMBRIA. JR. President* r known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. *of TOLLAND BANK In witness whereof I hereunto set m and. COKffSSIONER OF THE SUPERIOR COURT �7nta?-Y �li c USE Approved by Town Engineer Date: ¢- Approved by Town Manager Date: ( 'zi DecWV rH JUL I 994 j TimVOL —101 TOWN Clerk) 10/27/93 KAHAN, KERENSKY 9 CAPOSSELA ATTORNEYS AT LAW 45 HARTFORD TURNPIKE BOx K VERNON, CONNECTICUT 06066 SOLOMON KERENSKY SUZANNE E. CARON JOSEPH P. CAPOSSELA TELEPHONE (203) 646-1974 JEFFREY O. SCHWARTZ JEROME D. LEVINE TELECOPIER (203) 647-8302 COLLEEN M. McCARTHY WILLIAM E.BRESLAU AMY L. FINKE MICHAEL A. BARS LOUIS J. DONOFRIO WILLIAM J. DAKIN JAY A. GABRIEL' ALSO MASSACHUSETTS BAR MICHAEL J. KOPSICK" ALSO NEW YORK BAR OF COUNSEL March 16, 1994 ROBERT F. KAHAN RECEIVED Attn: Marcia Banach MAR 17 1994 Town Planner Town of South Windsor WINDSOR PLANNING DEPT. 1540 Sullivan Avenue South Windsor, CT 06074 Re: Property on Ridge Road - Correcting Drainage Easement Dear Ms. Banach: As discussed with this office, I am enclosing the original Correcting Drainage Easement and State Conveyance Tax Form in connection with the Ridge Road property owned by Tolland Bank. If you have any questions concerning the Easement, please contact Atty. Bill Breslau or me direct Thank you! ery tr-aiy yours, Cynthia J. F ley Real Estate Assistant Enclosure LETTER OF TRANSMITTAL J s PLANNING DEPARTMENT t�4°psw•c°`�� TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 y�( 203) 644-2511 DATE � IqV TO: '..� --� 10 r l - APR �vEE6 N R 2 1 1994 SOUK WE ARE SENDING YOU: 1' P & Z initial lane P Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies I.Appl . 'vO. Pro ect THESE ARE TRANSMITTED as checked below: jlk,�I / For review and comment / For your file For your use Returned with revisions As 'requested Other PLEASE RETURN/COMMENT BY: COMMENTS-: Copy to: From: a TOWN OF SOUTH WINDSOR INSPECTION REPORT • / � PROJECT: �;:K � / -� D OPER: STREET-30 � � -�`� _CONTRACTOR: DATE: - TIME: » ,' 0 0 r WEATHER: 70 ° INSP: WORK IN PROGRESS: - e T r AREA OF CONCERN: -rn � r SPECIAL INSTRUCTIONS: STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES DATE: L%( 25,IctCW SUBJECT: S4 y;N \N rr D SC P_ CO)*M.p REVIEW OF ENGINEERING PLAN FOR A HOUSEHOLD SUBSURFACE SEWAGE DISPOSAL SYSTEM ON L.O't' 3— �.OG� 144AD (Awo 8,1CK_I-Awb AQAD Iro-A ToLt-A-,D BAryK DATEil 'Rev, T/5/�4) To: Ao6srtr DEP-r%JLA , RS FRCN: Arthur Castellazzo, Sanitary Engineer III ENGINEER: 'bESlGr1 c AOF_fSS10NALS TNC. DATE RECEIVED a %clC14 -441C to-oV'CANO" A%614wAl(, So.w,,jasQa,cT e6o7q REASON FOR SUMCSSION: (— MINIMUM PMCOIATION RATE POORER L� NEW CONSTRUCTION l_! THAN 30 MINUTES/LNCH DREPAIR 6:21HIGH MAXIMUM GROUND HATER Lh'VEI. L ! SHALLOW LEDGE ROCK ED _! DESIGN SPr'C,ZFICATIONS: NO. OF BEDROCMS DESIGN PERC. RATE 210 MIN./ix— SEPTIC TA 1K t 2s, GALS. LEACHING SYSTEM JAS LF- of IS" %%611 GAOZRiss FILL SYST_r4 2, FEET CURTAIN DRAINS s RECCb4=ZD ACTION: M APPROVAL Q APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED ON ENCLOSED PLAN. QCONDITIONAL APPROVAL SUBJECT TO FU..9= TESTING PRIOR TO INSTALLATION AS NOTED ON ENCLOSED PLAN. Q APPROVAL DENIED. SITE UNSUITABLE FOR SEWAGE DISPOSAL. ❑APPROVAL DE"=. INSUFFICIENT INFORMATION ON PLAN. APPROVAL DENIED. REVISE AS NOTED ON ENCLOSED PLAN AND RESUBMIT. APPROVAL DENIED-. FURTHR SITE INVF.TIGATION REQUIRED. C Ct► mm: COPIES TO: Sincerely ❑DIRECTOR OF HEALTH G� Phone: ❑ � 4 TDD: (2093PW1279 ®ENGIlNEER 150 Washington Street • Hartford,ON-SITE EWA CT 506106 DISPOSAL SECTION �� An Equal Opportunity Employer t�W N Sf� C� o � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 August 10 , 1994 Mr. Robert Arsenault Design Professionals 441C Governors Highway South Windsor CT 06074 RE: CONCEPTUAL APPROVAL OF ROUTING FOR SEWERAGE SYSTEM ON RIDGE ROAD AND CONCEPTUAL APPROVAL OF DEVELOPER'S AGREEMENT Dear Mr. Arsenault : The South Windsor Water Pollution Control Authority, at a special meeting on July 19 , 1994, granted conceptual approval of a ten- year developer' s agreement involving JMJ Construction Co. and also granted conceptual approval of the routing for a sewerage system on Ridge Road detailed on a map entitled Ridge Road Sanitary Sewer and subject to the following conditions : 1 . Town Engineering technical approval obtained . 2 . Easement paperwork meets all Town requirements and a copy of that easement is placed on file in the Town Clerk' s office. 3 . Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer has been installed and inspected by the Town staff, and based upon the written verification of the town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction . Mr. Robert Arsenault August 10 , 1994 Page 2 . 4 . This approval letter must be superimposed into the final approval plans . Very truly yours , Joseph Carino, Chairman Water Pollution Control Authority JC/jsv cc: Jean E . Zurbrigen, Town Manager Michael J . Gantick, Director of Public Works Jerry C . Iazzetta, Town Engineer Marcia A. Banach, Director of Planning John Collins, Chief Building Inspector John McCahill, Zoning/Wetlands Enforcement Officer 1 10 N SCq yJ� C c m 1540 SULLIVAN AVENUE SOUTH WI, E3SOR, CONN. 060 0 -co�r AREA CODE 203/64 it- August 18, 1994 AUG 2 5 1994 Peter Demallie SOUTHW►NDSOR co Design Professionals , Inc . ENG.DEPT 441C Governor' s Highway ? 44 South Windsor, CT 06074 ,� 5 Dear Mr. DeMallie: Re: Preconstruction Meeting - Appl #93-51P, Tolland Bank/Ridge Road IN ATTENDANCE A.B. Davies Town of South Windsor 644-2511 x 240 Ronald Dayess JMJ Construction Company Peter DeMallie Design Professionals , Inc . 291-8755 Jean Marc Jacques JMJ Construction Company 528-7889 Jim Hesketh Cox Cable 646-6289 x 351 801 Parker St, Manchester Chris Wojciak CT Water Company 292-5540 25 North Rd, East Windsor The following is a brief summary of points discussed during the meeting . Erosion and Sedimentation Control 1 . All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 2 All topsoil stockpile areas to be protected (ringed with haybales or equal ) . 3 . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Ridge Road. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs . Only approved plans are to be used on the job site. Marshal . Peter DeMallie - 2 - August 18 , 1994 Application #93-51P 2 . The Public Works Department is to be notified forty-eight ( 48 ) hours prior to the start of major construction work with inspections and testing per Developers Checklist requested for the following: a . After site is staked out b. All drainage work C . Preparation of subgrade, compaction tests as requested by the Town d. Preparation of subbase, six ( 6 ) inch lifts e . Placement of bituminous concrete, 2 inch layers 3 . Certification of gravel used as subbase will be required by an approved testing company. 4 . No subgrade formation/base in frozen ground/snow.. Same for pipe/structure installation. Peter DeMallie - 4 - August 18 , 1994 Application #94-51P Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit . Coordinate with Chief Building Official . ry truly ours, rJ hn E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Jerry C . Iazzetta, Town Engineer Gerald Lewis , SWPS Karl Reichle, Public Works Mel Stead, Public Works George Parkhurst, CL&P Minh V. Le, SNET John R. Collins , Chief Building Official Fred Shaw, Superintendent of Pollution Control TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON : ".. Phone No. Address Site Name P&Z No. Owner Phone No. Contractor Signature of Owner Date: Signature of Design Engr. -.*Z--Date: CHANGE: (Describe location and nature of-ch&nge. Include three (3) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning ,11ow - Applicant TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER.:- STREET:- //�G��� /�/ f7 CONTRACTOR: *oy DATE: 3/- g y TIME: WEATHER: C9 -INSP: WORK IN PROGRESS: %/�Z"!� J,$'/-75 17 AREA OF CONCERN: SPECIAL INSTRUCTIONS: PRE CONSTRUCTION MEETINGS NAME COMPANY ADDRESS TELEPHONE )4 sr L16 --62,9-� lf,�-12,S7 /yzz AO•NN Sf, 701wn O-P sott& G U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 `�llosoR co AREA CODE 203/644-2511 September 25, 1994 Peter R. DeMallie Design Professionals 441C Governors Highway South Windsor, CT 06074 Re : Sanitary Sewer Ridge Road, South Windsor, CT. Dear Mr. DeMallie : The South Windsor Water Pollution Control Authority, at a special meeting on September 6, 1994, approved the sanitary sewerage system for Ridge Road as detailed on a map entitled Sanitary Sewer Extension Ridge Road, for Jean Marc Jacques, Map #92-514 , Dated 8/12/94, Revised 9/8/94 and subject to the following conditions : 1 . Town Engineering technical approval obtained; 2 . Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction; and 16 Clark Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-3113 September 27, 1994 Ms. Michele Lipe Town of South Windsor, 1540 Sullivan Ave South Windsor, Ct. 06074 Dear Michele: Enclosed is a certified check in the amount of $89,000.00 for a Bond for Lot # 2 Ridge Rd. South Windsor, Ct. This is to replace the Bond that Tolland Bank Had with you. Thank you. " A N 'uJ e- ,u r Sincerely, Jean-Marc Jacques, President TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON t--cPhone No. Address Site Name P&Z No. Owner Phone No. Contractor : Signature of Owner �'% Date Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works , Date: Date: Other: STAFF COMMENTS: 9 White - Town Engineer Pink - Director of Planning Yellow - Applicant LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE to �� ' A . TO: nr �_ � REc�w�O N OCT 3 1 1994 co soumwwau co mn � *o 8 5 WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence - Copies Appl . No. Pro 'ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to: From: � � � ,j DEC:-17-94 SAT 14 :00 DESIGN PROFESSIONAL INC 203 291 87 I" bl Poet-it'brand tax transmittal memo 7671 O otpagss► � f esi-q rofew n a l s f inc. •pt. r-ije, t+l+t Phone# civil engineero • planners surveyors Fox -' C Park 'Z91 � � s Mr. Jerry lazetta, 'P.E. Dec. 16, 1994 Town Engineer Tom of South Wizxlsor 1540 Sullivan Ave. SouLlz Wil-ilsor, CL. 06074 Re: Ridge Road Oil De Sac T)PA r Jerry: Based on field conditions obserVed at the site, I proposed the paverent cross section to be as follows: 6" bank run gravel subbase 611 pros occod ctonc ba:a0 1--1/2" class I bituminous pavement binder 1 1/2" c1415s J1 bitunin u5 pavemnt wearing 00 5e A layer of "E on GTF-200" geotextile is to be placed between the base w rl subbase courses LO eTx5ure PruPer S Lolb"'zat'"" Sincere, senaul P.E. c.c. JMJ Cbnstruction 1 oz� 01outh Salellite Road, South Windsor, CT 06074 s (203)291-8755 a FAX: (203) 291-8757 TOWN OF SOUTH W iNDSOR.INSPECTION REPORT F DEVELOPER: � PROJECT: CONTRACTOR: '''� STREET: TIME r DATE: IL -� INSP y7Ep,THER WORK IN PROGRESS: Jvt� ell t , J AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT ELOPER: PROJECT: •�^CONTRACTOR: STREET: TIME: DATE: INSP: t: WEATHER: O �t WORK IN PROGRESS: C z r� AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT -- DEVELOPER: PROJECT: CONTRACTOR:- STREET: l 3 f 00 -TIME: DATE: � 2 •�� - 9 /� f� �� 25 ��►+� �S"�INSP: WEATHER: WORK IN PROGRESS:- 2- AREA OF CONCERN: R 1 S P � f SPECIAL INSTRUCTIONS: •(0 Sf4 a 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 sox•c0 AREA CODE 203/644-2511 January 3, 1995 Pamela Lester Landscape Architects, Site Planners, Urban Designers 1468 Midland Avenue 2E Bronxville, New York 10708 Dear Ms . Lester: Re: Landscape Architectural Services for Wapping Center Landscaping Phase II The selection process for professional services for the above-named project is nearing completion. As you are aware, we interviewed five firms; and we have requested a proposal for sersvices from Didona Associates of Danbury. The selection has been very difficult, as all five firms have qualities and characteristics that would benefit our program. The Town sincerely appreciates the time and effort displayed by Pamela Lester - Landscape Architects on behalf of this project. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm January 4, 1995 t Cambria, Jr. , Chairman land Bank Box 156land, CT 060 Dear M Re: Appl #93-51P, Expiring Letter of Credit The Planning and Zoning Commission is holding the following Projects Bank Amount Expiration Tolland Bank Sub Cert,. Check $89,000 03/27/95 Cev-h-6td Che(kj' In accordance with our policy for accepting L we must have each expiring f forward m h P� a t�►-�� �Gam_ .�'�% �(.lO `�.� truly y urs, Marcia A. Banach, AICP Director of Planning MAB/pmm <0,4" Sf,( o o-P sou. ?d&uaot 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 tOSOR,Coy' February 1 , 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr . Jacques : Re: Expiring Letters of Credit Appl #93-51P, Tolland Bank Subdivision We have not as yet received any renewal of the bond which expires March 27 , 1995 . Please be advised that discussion of this matter will be placed on the March 14 , 1995 agenda of the Planning and Zoning Commission, and calling of the bond will be initiated at that time if we have not received a renewal . Thank you for your attention to this matter. Very truly yours, Marcia A. Banach, AICP Director of Planning MAB/pmm ,� � '•d L'�r-,•ems_ �.,,aa-7'•c �'� RECEN1 MAY 18 1995 MAY 1 8 199K - F SOUTH WINDSOR S F SITE CHANGE $flUth Windsor so1mH«:%',,S i B & Zoning g ao.QEPT. FO TE & SUBDIVISION Commission GENERAL: CHANGE ORDER fi C" i SON DESec�� �/kl►f�»�d�4�5, �'-'` Phone No. mac?a Address 1&5� uj-" �Arc-uu. m EfY� '� Gc�1,r Site Name <71yaiD101 flu,--3 P&Z No. Owner ;� _,ate, v1�gr�G �4« Phone No. Contractor V4 "-'3- � ��r✓�C,-tor=> Signature of Owner Pua Date: / Signature of Design Engr. Date: -5'--/7-` ti n t r CHANGE: (Describe location and e of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Require ) Dir. Of Planning Date:_y � Town Engineer Date Dir. of Publi Q rks Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department R l�Gz ROAD PRo Pd�D Ur•!OF�DRe.i� 3 rr195 Rlfliel6t Qo.d.t� — '✓ouTN Wtrw�fl�Lvs-j GT. ��� :.�C Er•tp O F �!� pV G EXIST.12"R.C.P. 4.3% N�Ic RIDGE R C.B. � T.F.=23646 CARL R. & MARCIA C. INV.=233.09 ROAD GENERAL SUNDIN DIRECTION SIP - D EbS7DVG APPROx Of FLOW PA1FA/EJVT FX HHYDRANT \ / 0 = 5874'53� F.L=231. ` _ •00 OF R = kOO' B INA7EWAIN - I � — - � ANn 71?AcyvNc L APRav (SEE' DEFINED CNANN� _ _ DETAIL -9*27! END OF I � / 'E g6sr 577 8 J21.75 -- �41 � . • • 2�6 �� T.F.= 236.46 INV.-234.44 I�� �� �♦ Sim 4!'('4727"W �� o� a pvc. 4.71 / I ,' tip,° I = Z7j•�.85 f 20' 5D YARD // ' 1 I FA WRy /'' -,c itx n£sac I c 'v 3 I QEtiZ1F. a J•2A.i v' rJ �a-te LIMIT OF REGUTATED ANTI-TRACx1N of to } i / ARO LINE ,' APRON / a r.F-uO a ivy tau. : � w w , EasnNc ' / I (nRCAL) - EASEMENT CURVE I= d 4125,411 o-227oe'19" 1 I R='ILOo' .I? = 55.00, ^ T-10.76' I PRopasm % ' = 2JI. ' �N L=21.23' I TREMNE, S7r43'20")N ML-11 In ,► N 72'43 20 E yIa I 1 239.66, la /� 10'WIDE GRAVEL / O I I -227.0 ki / j ACCESS ROAD 3� Design Professionals, Inc. tP-iE - _ _ __ _ _ 165 South Satellite Road South Windsor,CT 06074 ZV DRVNAGIE E45SM94T , I I1 TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: .sje DEVELOPER: STREET: CONTRACTOR: A DATE: :S+- I TIME: AL!D0 WEATHER: WORK IN PROGRESS: n rf or AlZ— t e R 5 V + AREA OF CONCERN: ell Al SPECIAL INSTRUCTIONS: S TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: bEVELOPER: STREET: CONTRACTOR: M� DATE: TIME: r 3 O — l 0 0 3 ; Cl o WEATHER: (1,&, °� INSP: WORK IN PROGRESS: G Sid �S J 0 rr F � � r I � n lal 14 f/ AREA OF CONCERN: G(/ "LZ 9` SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: 7Y—A4 J STREET: CONTRACTOR: J DATE: r Z 3•— TIME: WEATHER:- 0- —111 C1 °7� INSP: WORK IN PROGRESS: C` -4 A/lj r ` r AREA OF CONCERN: c SPECIAL INSTRUCTIONS: u510L115a14 JUN 6 1995 South Windsor Planning & Zoning Commission J■ M■J. CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 June 6, 1995 Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 Mr. Russell Levack, Chairman We are requesting a bond reduction for Ridge Rd. in South Windsor. We presently have two Bonds for Ridge Rd. One bond for $80,000. and one bond for $89,000. We would like to have our bond posted from a passbook at Shawmut Bank for $80,000. We thank you for your cooperation. Sincerely, Jean-Marc Jacques, President LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE ( 203 ) 644-2511 TO: WE ARE SENDING YOU: P & z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Co ies A l .. No. Pr ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: _U Ie -� From: /�'t„A�' �✓ Copy to: �; StttlTFlVr„y ;u,; T!u^ DEPT. C� �f o �! Z I _ ' 'IY ; )sF'� Z ' JUN 6 1995 I� South Windsor J* A/�.J. CONSTRUCTION ONST ROAD U CTI 0 N CO Planning & Zoning Commission �1l� 658 ELLINGTON of SOUTH WINDSOR, CT 06074 f INCH (203) 282-0628 June 6, 1995 Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 Mr. Russell Levack, Chairman We are requesting a bond reduction for Ridge Rd, in South We presently have two Bonds for Rid Windsor. one bond for Ridge Rd. One bond for $89,000. We would like to $80,000, and have our bond posted from a Passbook at Sha wmut Bank for $80,000. We thank you for your cooperation. Sincerely, Jean-Marc Jacques, President :i TOWN OF SOUTH WINDSOR lULLQ((ll�A�l� ES�$Dj ,,>Tt-i'olllwo Nkt 3 Lof avtaviSia+a K C-11, I VED .jET: ZDGk Sloan BOND ESTIMATE FORM I.D. : 93- 51F FLB It3- 1994 ENGINEER:���GN PRofEs»oNALS,7►�G. 1994 CALENDAR YEAR DATE: Fg 9 1994 q. WlNDSOR PLANNING DEPT. Bond Bond Unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 2r oo _ 1. Clearink & GrubbingLS * Zi 2. Strip & Stockpile at o0 11 Topsoil CY 22O 2.00 v 3. Earth Excavation (Excluding Roadway & Trench) CY 10.00 4. Roadway Excavation CY 12.00 5. Earth Trench Exc. 0-4 CY I S5 10.00 �1,5 •ao - (� ' 6. Earth Trench Exc. 0-10 CY 12.00 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 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 690 1.50 2F •Op - 15. Subbase Gravel CY I10 20.00 lo. Processed Aggregate TONS 560 18.00 17. Common Borrow CY 10.00 � o0 18. Gravel Borrow CY 3� 15.00 19. i2 Bit. Concrete 76 z�38 00 (Class I) TONS 50.00 -CJ 20. Z " Bit. Concrete �6 Class II TONS 55.00 ��ll�, Il1J 21. 6" Asphalt Li OD Curbing- LF 360 3.00 ��� 22. Road Widening Com lete SY 50.00 *varies Page 1 Sub-Total '$ Z9 5.co J11A'TE FORM Bond Bond :m Descri tion IInit Reduction Reduction Unit uantit Price Cost No. 1 No. '2 23. Conc Sidewalk 4' Wide LF 30.00 STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class_ In Place LF 130.00 25.' 54" RCP Class- In Place LF 100.00 26. 48" RCP Class_In Place LF - 75.00 27. 42" RCP Class_ In Place LF 65.00 28. 36" RCP Class_ In Place LF 60.00 29. 30" RCP Class_ In Place LF 50.00 -' 30. 24" RCP Class_ In Place LF 42.00 31. 21" RCP Class_ In Place LF 40.00 32. 18" RCP Class-In Place LF 35.00 33. 15" RCP Class-In Place LF 3Z2 30.00 *96,910,00 (� POLYETHENE 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 E ual '- 24 .00 3L 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 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 240 45.00 :10� Co _ 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. Sub-Total ZSTIMATE FORM Unit Bond Bond Item Descri Lion Unit uantit Price Reduction Reduction Cost No. 1 No. 2 DRAINAGE STRUCTURES 44. T e "C" Catch Basin EA I 1500.00 a/ 0.0 45. T e "C" Double Grate EA _ 2000.00 46. Type "C-L" Catch Basin EA 1500.00 �� •� - (� 47. Manhole EA �7 .� 150o.00 - 48. Manhole w Dro Inlet EA - 2500.00 •49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA 51. Endwall EA - * Box Culvert 52. X ' LF 53. 15" Flared End EA I U 450.00 Xt 4 •oo 54. 18" Flared End F,A -- 500.00 55. 24" Flared End EA 550.00 56. -!--!-Fla red End EA -- 850.00 Fr 57. GRAVEL A 40--,s 9,A� Y.58. 59. Reset M.H. or C.B. EA - •_ 550.00. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 _ 61. 10" PVC In Place SDR 35 LF -' . 37.00 62. 8" PVC In Place SDR 35 LF 35.00 _ 63, 60 .PVC In Place SDR 35 LF 30.00 * varies Page 3. Sub-Total $ v j MATE Unit Bond. Bond rm Description Uni uantit Price Reduction Reduction Cost z SANITARY SEWER STRUC xo, i No. TURES 64. Sanitar Manhole EA — _ 1500.00 65, Sanitary Manhole w Dro Inlet EA — _ 2500.00 66, Sanitary Manhole over 10 FT. EA —" 2000.00 67. 68. STRUCTURES & MISC. ITEMS 69. Retainin Wall EA — --- * 70. Fence (Tyne: EA * 71.• Guide Rail T e: EA * _ 72, End Anchorage EA 73. Guide Post EA 100.00 __.. 74. Pavement Markin LF '—'- -- 1.50 75. Street Signs EA — _ 75.00 76: Traffic Signs EA 75.00 77. Street LightsEA -- 1000.00 78. Furnishing Placin To s il. SY 17Pp. E'er Il C) 0, 2.50 � pp 79. Fertilizing, Seeding and Mulchin SY 680 ��700.00 2.50 80. Trees EA 150.00 81: Maintenance/Protection _ of Traffic LS 82. Construction Stakin LS ( -� —� _ * * varies � j Page 4. Sub-Total $__3 44g -00 zm Descri tion Unit Bond Bond Unit uantit Price Reduction Reduction Coat No. 1 No. 2 83. As-Builts LS //000.66 I * 84. Iron Pins /I C Dc, lam EA 100.00 2�13 .00 —U _ 85.• Concrete Monuments EA zw • �o 86. Landsca in 250.00 �000. LS _ 87. Drivewa -Bit. Conc. sY I2o "20.00 2400.co se. 89. 90. 5 0•o0 Sub-Total $ �'Sj�N,°O 00 Sub-Total Page 1• $ s91a6:5.o0 /' I ` C Sub-Total Page 2 Sub-Total Page g $ -46e Qo U Sub-Total Page 4 $ ©' Sub-Total Page 5 $—- � b� , G.➢ ___� Sub-Total 25Z Contingencies x Sub-Total: TOTAL * varies Page 5. M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 28, 1995 RE: BONDS We have reviewed the request by JMJ Construction Company, Inc. to combine the bonds for the Tolland Bank 3 Lot Subdivision (93-51P) and the bond for the sanitary sewer in Ridge Road. We feel that this would be appropriate if: 1 . The "insurance" bond identifies both projects with amounts associated with each. 2. The bond amount for Ridge Road sanitary sewer is not reduced and remains at $80, 000. 00 . JCl/jsv MEMORANDUM TO: Marcia A. Banach, Director of Planing FROM: Jerry C. Iazzetta, Town Engineer . DATE: June 28, 1995 `"w.,. RE: TOLLAND BANK 3 LOT SUBDIVISION - 93-51P We have reviewed the request for a bond reduction for the Tolland Bank 3 Lot Subdivision and recommend that it be reduced to $22,000.00. Attached is a copy of the bond estimate for your records. JCl/j sv Attachment TOLL D VzIS�I TOWN OF SOUTH WINDS08 L � PROJECT:�oIIANo bA�.�,=,3 (pt 5u6civl5ia.� L IVVJ v STREET: QID(a� �oAri BOND ESTIHATE FORM FLB I13 1994 P&Z I.D. : 93- 54 P ENGINEER:DSNGN PItoF6�':oNr .S,TNG. 1994 CALENDAR YEAR 53. WlNpSOR PLANNING DEPT. DATE: FSS., 9, 19944 G/Z y Bon Bond Unit Reduction Reduction Item Description unit Ouantity Price Cost No. 1 No. 2 2r 00 _ 1. Clearink & GrubbingLS ' * 2W000' 2. Strip & Stockpile aS4� o0 Topsoil CY 220 2.00 3. Earth Excavation (Excluding Roadway -� & Trench) CY 10.00 4. Roadway Excavation CY 12.00 5. Earth Trench Exc. 0-4 CY �S5 10.00 l�65 .._ 6. Earth Trench Exc. 0-10 CY 12.00 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 50.00 a 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 890 1.50 l�335' 400°O 15. Subbase Gravel CY ��� 20.00 3' at oo 16. Processed Aggregate TONS 360 18.00 6,00. -^ 117. Common Borrow CY 10.00 7� p0 18. Gravel Borrow CY 340 15.00 5,1 oo, 19. 011 " Bit. Concrete ao Class I TONS 76 50.00 3J800. 20. Bit. Concrete & oo Class II TONS 55.00 4���' T O AV 00 21. 6" Asphalt Li CurbingLF 160 3.00 ��' 22. Road Widening Com lete Sy 50.00 *varies ,Q Oo Page 1 Sub-Total $ t(OND ESTIMATE FORM Bond Bond unit Reduction Reduction Item Description Unit QuantitV Price Cost No. 1 No. 2 23. Conc Sidewalk 4' Wide LF 30.00 STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class- In Place LF - 130.00 25. 54" RCP Class- In Place LF 100.00 26. 48" RCP Class-In Place LF 75.00 27. 42" RCP Class_ In Place LF 65.00 28. 36" RCP Class_ In Place LF _ 60.00 29. 30" RCP Class_ In Place LF 50.00 30. 24" RCP Class_ In Place LF 42.00 31. 21" RCP Class_In Place LF 40.00 32. 18" RCP Class_In Place LF 35.00 & 00 49 33. 15" RCP Class_In Place LF 322 30.00 9660. POLYETHENE 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 38. 18" ADS-N-12 or Equal 28.00 U14DERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP � � O 41. Modified Riprap CY Z 40 45.00 �0� • 42. Intermediate Riprap CY - 45.00 - 43. Standard Riprap ICY 45.00 Page 2. Sub-Total $ W,460• 00 Q DdESTIMATE FORM Bond Bond unit Reduction Reduction Item Description Unit Quantity Price Cost No. 1 No. 2 OF DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 1500.00 45. Type "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500.00 /=Co'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 . Box Culvert _ 52. X LF At 00 53. 15" Flared End EA 450.00 4 • 54. 18" Flared End EA 500.00 55. 24" Flared End EA a 550.00 56. 36" Flared End EA 850.00 c.F ►s-oo � "�� aD 57. CogAVL . A,caf-*$ ROAD L1c ,36.wo 58. 59. Reset M.H. or C.B. EA 550.00 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF - 37.00 62. 8" PVC In Place SDR 35 LF 35.00 63. 6" PVC In Place SDR 35 LF 30.00 * varies $ Page 3. Sub-Total /jItem STIMATE Bond Bond Unit Reduction Reduction Description Unitl Quantit Price Cost No. 1 No. 2 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 1500.00 65. Sanitary Manhole w/Drop Inlet EA 2500.00 66. Sanitary Manhole over 10 FT. EA 2000.00 67. 68. STRUCTURES & MISC. ITEMS 69. Retaining Wall EA 70. Fence r T e: EA 71.• Guide Rail (Type: EA 72. End Anchorage (Type: EA 73. Guide Post EA 100.00 74. Pavement Marking LF 1.50 75. Street Signs EA 75.00 76. Traffic Signs EA 75.00 77. Street Lights EA 1000.00 78. Furnishing Placin Topsoil. SY 2.50 /.7�0 79. Fertilizing, Seeding 68p pc /7 0 0 and Mulching SY 2.50 80. Trees EA 150.00 81. Maintenance/Protection of Traffic LS 82. Construction Staking LS * varies 40 Page 4. Sub-Total 4�¢©0.00 ESTIMATE FORM Bond Bond Unit Seduction Reduction Item Description Unit 011antity Price Cost No. 1 No. 2 83. As-Builts LS * / d00 84. Iron Pins EA 13 100.00 �3fX�'oo _ 85. Concrete Monuments EA 4" 250.00 (Ooo.Go 00 0 86. Landscaping LS * —'87. Driveway-Bit. Conc. SY 20.00 YZ400•00 Z 4.oO 88. 89. 90. Sub-Total $ .�+�• ► 6lZ�.s' Sub-Total Page 1' $ 29,:%5.0, 4,t80 Sub-Total Page 2 $ ZD 4.60.°O v Sub-Total Page 3 $_ ,o G ►Sub-Total Page 4 $ 400 34-0D Sub-Total Page 5 $ .•L.__ �'DO Q Sub-Total �T $ 1 1 91J� 69, G7r 25Z Contingencies x Sub-Total: $_•�4 44 +ao z / 9J l7�4/9. op TOTAL $ fT. / 4/ 9 7 f `' � 87id94 A7 f�� ww i * varies �t-rr 4l 7.r o ?LDO p0 Page 5. ! .po Sf4 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR•CO AREA CODE 203/644-2511 July 13, 1995 Jeanne Huppe JMJ Construction Company 658 Ellington Road South Windsor, Ct 06074 Dear Mrs. Huppe: Re: Ap 193-51P Tolland Bank 3 Lot Subdivision This is to advise you that the Planning and Zoning Commission voted on July 11 , 1994 to reduce the bond for the above-referenced project from $87,000 to $22, 000. Also, please find enclosed a copy of a memo from the Town Engineer regarding the combining of the bond for the above referenced subdivision and the Ridge Road bonding. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Russell G. Levack, Chairman RGL/pmm cc: Town Engineer IWA/CC ■ n J. M.J. CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 S D September 13, 1995 SEP 19 1995 South Windsor Planning & Zoning Commission Mr. Russell Levack, Chairman Planning & Zoning Commission Town of South Windsor, Ct. Dear Mr. Levack: Re: Appl #93-51P, Tolland Bank 3 Lot Subdivision We are requesting a Bond reduction to maintenance level for Ridge Road sanitary sewer. Our work was done last year and the final paving was completed in August 1995. We did more work than we were suppose to . Thank you for all your help. Sincerely, Jean-Marc Jacques, President i "J �l �`Y LETTER OF TRANSMITTAL1 PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE TO: -7-nN L WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans -2- Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl .. No. Project V3 Is I o / THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS : JILLLIVLU Copy to:_ S EP 2 0 1995 �, r Rine ■ t■ J. M.J. CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 RV WEI September 13, 1995 SEP 19 1995 South Windsor Planning & Zoning Commissiol Mr. Russell Levack, Chairman Planning & Zoning Commission Town of South Windsor, Ct. Dear Mr. Levack: Re: Appl #93-51P, Tolland Bank 3 Lot Subdivision We are requesting a Bond reduction to maintenance level for Ridge Road sanitary sewer. Our work was done last year and the final paving was completed in August 1995. We did more work than we were suppose to . Thank you for all your help. Sincerely, Jean-Marc Jacques, President ! o / . ,/GJ MEMORANDUM TO: Marcia A. Banach, Director of Pla ing FROM: Jerry C. Iazzetta, Town Engineer DATE: October 23, 1995 RE: TOLLAND BANK 3 LOT SUBDIVISION - 51P We have reviewed the request for bond reduction to maintenance level for the Tolland Bank 3 Lot Subdivision and the Ridge Road sewers . We would recommend that these be reduced to maintenance level with the provision that as-built drawings for both are received by December 1 , 1995 . JCl/jsv wilezYCIREVIEWS95/toll vidbank MEMORANDUM TO: PLANNING & ZONING COMMISSION FROM: Marcia A. Banach, Director of Planning RE: BOND SETTINGS/REDUCTIONS/RELEASES DATE: October 24, 1995 Below please find recommended bond settings, reductions and releases. SUBDIVISION BOND PRESENT BOND RECOMMENDED REMAINING SITE AMOUNT BOND REDUCTION BOND 93-51P Tolland Bank Subdivision $22,000 $13,300 $ 8,700** (Ridge Rd) ** maintenance bond to expire in one year 1OWN Se4 Towt, O-P Saam ?dza� 9 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 October 26, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, Ct 06074 Dear Mr. Jacques: Re: Appl# 93-51P, Tolland Bank 3 Lot Subdivision This is to advise you that the Planning and Zoning Commission voted on October 24, 1995 to reduce the bond for the above-referenced project to a maintenance level of $8,700. This bond will expire October 26, 1996. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Russell G. Levack, Chairman RGL/pmm cc: Town Engineer "OW N Sf4 x = 70wt7' aye sou,A ?v a ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR•CO AREA CODE 203/644-2511 January 16, 1996 Mr. Jean Marc Jacques JMJ Construction Co. 658 Ellington Road South Windsor, CT 06074 RE: TOLLAND BANK MOT SUBDIVISION Dear Mr. Jacques : Please have your engineer forward one ( 1) copy of the as-built drawings for the Tolland Bank 3 Lot Subdivision (at end of Ridge Road) to me for review. As you know, the as-built mylar is a requirement for any subdivision and must be given to the town prior to the release of the maintenance bond. Very truly yo rs, Jer y C zzett , P.E. To n En er JCl/jsv / cc : Marcia A. Banach J OC19Ntollandas-built ■ W ;& J. M.J. CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 January 22, 1996 "AN, 24 199A Inland Wetland Commission S011t!? W',d3or Town of South Windsor Planning & laning Commission 1540 Sullivan Ave South Windsor, Ct. Dear Sir: We are requesting an Inland Wetland Bond release for Ridge Road in South Windsor. The Bond was for $2,000. Thank you. Sincerely, Muriel Jacq s S 0�mm SC C� 5 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR-0O3 AREA CODE 860/644-2511 February 14, 1996 John Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Application #93-51P, Tolland Bank 3 Lot Subdivision This is to advise you that the Planning and Zoning Commission voted on February 13, 1996 to release the IWA/CC bond for the above-referenced project in the amount of $2,000. 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 253. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Russell G. LevaclF,Chairman RGL/pmm cc: Town Engineer Mar 26, 1996 Mr. Richard Layman Tolland Bank P.O. Box 156 Tolland, CT 06084 Dear Mr. Layman, RE: Appl. #93-51P, Tolland Bank Resubdivision Please be advised that the bond for the above referenced subdivision has been reduced to a maintenance bond of#8,700. We have a passbook which has been posted by JMJ Construction in that amount which covers the bonding requirement. Therefore, are no further bonds are required for this subdivision. If you have any question, please call me at 644-2511, ext. 252. Yours truly Michele R. Lipe, AICP Assistant Planner/Analyst R t 0L4I` IZOA D 1 31 RtD4� Roams — �y0u'T•H W�+,�fl�-� �'. ' SMVP of Co" PVL ����W Z3���� EXIST.12"R.C.P. 4.3% 1 c..� ✓arerr� O N/F P.C.S. RIDGEI C. T.F.=238.46 CARL R. & MARCIA INV.=233.08 ROADGENERAL SUNDIN DIREC71O N /23 / DOF IX/SWO APPROx OF FLOW �, \ 0 EX H1 DR�NT \ / 0 = 5874,53� FL-271. ` _ e DVD R = k00' - _ _ _ r WA7ERdNNIN: I - - , 1 ANn 7RAcA7Nc L APRaV (SEE = OFDEFINEO CNANNE - _ '� \ J I DETWE 2,1fiFT!: 3 � � ENp v� Bdsr S77 B 321.75 / ' '. ` - _ Ex. c.B. —/ �' 36 T.F.= 236.46 - • 00 i INV.=234.44 I 'V 11'47'27"W �� �• 00, ' , r="v 01F d/ pVG• 4.71- two YARss D RD / goI ti 1 ZO SID // �''' '!'/ Y R�SCVL , I 1 �p � �' TP=1c �TpCJ�/[£ 1 o J 3 PEq F• evitA i r•� (L LA T LIMIT OFREGUla4TED ANTI'TRACKIN CO[� 1 -te AREA LAVEAPRON / d �• , Pca !o PV•G. ivY 21�0 w Nc 7REM ' • // I / t��� , ' 2ge T EASEMENT CURVE 24175'41 o=22'08'19" I� J R '5&oo' 55 00 m ^ T=10.76' 1 PROP0.5ED, S 72'43'20"W— , = 2,31. ' (� �N L--21.23' namo E 226.29' / , ,' F - r - , / 1q1 �1 N 72'43'20°E 10 739.66' 10`WIDE GRAVEL T 1 .-2270 kl , � j ACCESS ROAD �� � � / Design Professionals, Inc. 7P_JE- _ _ _ _ _ - -$1 165 South Satellite Road 2 , South Windsor, CT 06074 M'DRAINAGE EASEMENT PAVEMENT GRASS FINISH GRADE BIT. CONC. TOP SOIL mBASE m WARNING TAPE - MIN. 12" mMAX. 24" ABOVE PIPE SUBBASE SAND BACKFILL OR a APPROVED PERVIOUS MATERIAL 0 3 0 Z 6" Q m " " \ MIN. MIN. � m FILTER FABRIC OVERLAP 6" MIN. BOTH WYS 6" (M RAFA 40N OR EQUAL) 3/4" STONE (o PERFORATED PIPE HOLES DOWN ,v.7's. SOILS TESTING (d/3O�94) / c A IQ i.1 4 rt.6.r, m v.0 70 p 1 •.�.�.i✓avr� P.C.B. F.=23&46 RIDGE T. T.P.-iJ T.P:1K CARL R. & MARCIA C. o INV.=233.09 ROAD 0-4' DARK BROWN ORGANIC YAT'L. O-8' TOPSOIL. GENERAL 23 ,� � END OF EMS77NC APPROX \ 4'-Ir LIGHT BROWN COMPACT FINE SILTY LOAM r-28' LIGHT BROWN FINE SILTY LOAN SUNDIN DIRECTION / PAMWENT 40C4770N OF 17'-9O' RED-BROWN COMPACT SILTY SAND 23--d3' RFD-BROWN COMPACT SILTY SAND / 1 1 OF FLOW , ,� \ 0 EX HYDRANT NO LEDGE OBSERVED NO LEDGE OBSERVED / p = 3874 53� FL=2JI.75 ` , •ovD CF Dc . NO WATER OBSERVED NO WATER OBSERVED R = b 8*14' - 8' WATERMaN NO MOTTLING OBSERVED NO MOTTLING OBSERVED I L = 61.0?0` I I AN77-TRACK;." I APRON(= CONNECT EXIST.6''CLAY TILE N N E L- I I DETAIL SfiE` �� OFDEPINED CMA 1 / TO PROPOSED -4,2 DRAIN , 5� L END 0 ELEV.=224.2 V (SEE DETAIL) t �,R FENa�'rT S7 3Z1 i' 1111110 / ' ` — _ i EX. C.B. NOTE GROUNDWATER OBSERVED —� 2�0 �' N T.F.= 236.46 /AS 38' ON 4/5/94 ,' _�_ / f l � , ' � �' , I 3 � / INV.=234.44 — �00 I 4.71 p 1t osr \ ! 214.24 Z ^, i 20 SIDE YAR // 'j♦ , �\ 1 P '1 ttt / I i ZQZ 00 ?5 / , / �'' TP-1G 7EilP �PLEsoic to M o 3I 00 � LIMIT OF REGULATED -ANTI-TRACK IN U I TP-18 APRON a co x ARC LINE r.F=gas o f✓/ !1/0. , lNV-M..0 I14;{466 sq. I fto / ...38 ac I \ , TP-IA , IN - - PT 1 9 REMOVE IST.1 ' , ! 6 P 4' CLAY T E ` 4 W ' rREMNG ' f / / J I 1 �V`(APPROX.L ATIC1�1) N TP_i I �� !V) ' ' ! ?3e T. 39 EASEMENT CURVE /6 P1 , PROPOSED / ' I 0=22'08'19 W 24125 41 R=5&00' f : 04 �, I / ,Q . .� •fi�= 55.00 m ,\ T=10.76' fie* .1P ]: / �, �tv / i , . , • N L=21.25' I PROPOSED = 231. (� N �Q 1 yru 4Q I TI-EUNf S72°43'20°W / Z If I !I I i , I _ 4 O o '/ N72'43'20°E ca (!W 239.66 fv C �Cf� INV=228o / �s�ic yIQ I! l / T'O& IIx 10'WIDE GRAVEL 227.0 kt �� ' ACCESS ROAD ° Q / 1 \ I I J TP-1E - - - - - -7 � � 2 e)Lr / �/ IN FAVOR OF 7H£ 7DNN20'DRAINAGE T i� 1 � 50' TRA YEL AND UAL ( 40P N 1 , , �1 of SOUTH WDSOR / o EASEMENT IN FAVOR INK. 22ao N TP-IS ?S ,� / � �� LIMIT OF REGULATED � � LOT No. 1 AND LOT N•_ 11 1 EMD I 3O'x 8'/ / ' i' AREA LINE ' Er TOLLAND BANK. , p P1PE AND RSTOMEAW , I MODIFIED RP-RAP , ; � 50' \ INV-22a5 1 ( QNANNEL N81'24'SO"W / P. / SO/[JD PyPE 6V i IF K.=22L0 1' Y.=23Q57 1' N. T. 5 S81'2430°E iiiiiiiiiiiiiiiiiiiiiilillilljlllllI _ - - - - - - _ _ _ IF nom END 4�a55� Raab ,Q wreFL aooE q 1 S8 I TOM OF SOUM4 SOR HAS RIa m ToTo DI QD • ?o I / I Ta WATERCOURSE ON LO'15-1 ! 3 ' 50' A?AVEL AND UAL/