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Home My WebLink About19-37P Learning Experience Special Exception/Site PlanTOWN OF SOUTH WINDSORPLANNING&ZONING COMMISSIONAFFLICA'I‘ION FORM Application Nu:,i2:_3lP Onicial Receipt Date::7::yl Receipt No:oZQL __o {:58 5 APPLICANT:CA)‘(,\Aa6_¥e(?(0?PX¥~£5 LLC é [p1 7/7p70 PROJECT NAME:‘Tmw.,,L€m(\/V\W\ExDgvm/uua‘I \ ADDRESS:EV'e \D \\<\M‘c i {m \L _’.._<__’__.___—..._,,_ OWNER OF RECORD ON LAND RECORDS:Eva‘og 97am \MAL LLC, ADDRESS:\\OQ £g5c Lama/J V‘fgy‘g”geMQA ),\(A Z3H‘5 \ COMPLEI‘ELOCATION OF PROPERTY:Edgg {Ema Wak \Om WW, ASSESSOR’S Mm:4;Z7 PARCEL #l§zONE &G r5 PW:1‘5300/5/ NAME,ADDRESS,TEL 8b FAX w OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: i g L$g 3v Qamcaairzs LLL§M$W%¢Cm)M LVD—§nk q‘QA EA§V\NM¢Q§1{+~C_X_Q Q0$L§GO~C2111LQ£*gmm EgV<vsaaaam é 1 D:ég 4%53 JUL U 2 2019- /SOUTH WINDSOR PLANNING DEPT. THIS APPLICATION IS FOR:(Check all that apply): Zone Change to (Public Hearing required and Certified letter to abutters required) Subdivision /Resubdivision D Open Space Subdivision (Public Hearing Required) Subdivision D Minor D Major Resubdivision (Pu blic Hearing Required)D Minor D Major Conditional Approval Special Exception to Article iL‘_(Puhlic Hearing,Certified letter to abutters required) Site Plan of Development General Plan of Development Earth Filling (Sec.15)and/or Earm Removal (Sec.14 ~Public Hearing required) Regulation Amendment:D Zoning D Subdivision (Attach proposed amendment) Temporaxy and Conditional Permit for Major Home Occupation for Other (explain in detail]DDDDDDKEDDDDD prior to being heard by the C o Signature of Applicant TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Co\c\/»es*c\/?®‘ve§¥w6 LLC PROJECT NAME 'Tw:Lea(mkm\ExagmPmr/(Lg\ This checklist must be signed by plan preparer (P.E./L.S.)declaring that all required information is provided.Items 1-7 are required for all applications;items 8-11 required where appropriate. Check mark for each item supplied. 1.On each sheet for plans or maps,title block with the following information: a.Name,address and telephone of applicant. b.Name,address and telephone number of Land Surveyor or Professional Engineer. c.Name of Development. d.Date when drawings were made. Key Map:An overall map drawn to a scale ofl inch equals either 100 feet or 200 feet.This map will show the overall design of the Development and surrounding property within 500 feet. a.Data block which gives needed zoning information such as percentage of lot coverage,acreage of tract,number of apartment units,parkingrequirements,etc. Outline of buildings. Layout of streets. .Surrounding property boundaries—within 500 feet. Names of abutting property owners. "'\,..v\Proposed open spaces and recreation areas. ”Ere i< tihx bx r M wa Driveway cuts on abutting properties and any properties across from proposed site. h.Distance to and name of nearest intersection street. 3.Architectural Elevations:See attached checklist for Architecture and Design Review. 1 Nxx . m “365‘”A‘em MA NA ”iii; L X LNX Plot Plan:A layout map of the proposed site drawn to a scale of 1 inch equals 4O feet on either of the following size sheets:(1)24"x 36"with a 3/4"ruled margin;(2)18"x 24"with a 1/2”ruled margin,containing the following data: Distance and bearings of all boundary lines and acreage of site.Iron pins required at all property angle points and shown on map. Proposed streets and street lines with center line station,curve data,and parking spaces. Building lines in accordance with zoning regulations. Proposed buildings and other structures,including signs,outside lighting, and dumpsters (on concrete pad and screened). Easements,noting grantors,grantees,and purpose must be shown in table format,e.g.below a. Names of abutting property owners. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency.The monumented points within proposed site shall be coordinated.These coordinates shall appear in tabular form on the plot plant The accessibility of these CGS points shall be determined by the Town Engineer. All open space or other common or public land uses shall be indicated. A—2 certihcation;P.E./L.S.Seal. Topographic Map:A map drawn to a scale ofl inch to 40 feet on sheets not exceeding 24 inches by 36 inches,including ruled margins shall in addition to the requirements of the plot plans show the following: a.All existing and proposed buildings. b.Curb Lines and pavement width,sidewalks. Existing and proposed sanitary sewers. Existing and proposed water andeall existing utilities. Grantor Grantee Type of Easement Date Filed Vol/Pg L 4 A L km e.Present wooded area indicated by foliage Iines.Any trees to be saved should be shown. f.Existing and proposed contours shall be shown in not less than two—foot intervals,but in cases of relatively level land,the contours shall be one— foot intervals and spot elevations. .Regulated wetlands and 100-year floodplain or note that none are present. h.Proposed storm drainage system,showing all catch basins,endwalls, manholes,lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.)If plan/prohle sheet is provided all of this does not need to be shown.Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. Connections of all springs into proposed storm drainage system as needed. j.Location and indications of existing brook channels,and 100—year flood limits. k.A—Z &T-2 Certification;P.E 8L L.S.Seals. Landscaping plan6. Drainage calculations:—Zero Runoff Increase per attached guidelines. Trafhc Report Site Lighting Plan Plans and Prohles:A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally,and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches,including ruled margins and containing the following: a.Layout of streets in sections coordinated by stations with the prohle. b.Street plan showing roadways,drainage,sanitary sewer (including house sewer),foundation drains,lot lines,buildings including all utilities with elevations (top frame and inverts),size,type,length,slopes of pipes. c.Sight line at driveway &street intersections. L km wan“,(WJ.mix 8._X_M 10. MA JOIN Xh M‘x wér\ k E g E Profile of roadway showing existing and finished grades.Roadway profile will show all tangent grade and all vertical curve information. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations,sizes,lengths and slopes of pipes. Where any storm drainage line discharges into an existing brook sufhcient profile of this brook will be shown to determine conditions. .CGS datum shall be used on all sites accessible to these controls.The Town Engineer shall,based on standard engineering practices,determine the accessibility of these controls. Profiles shall show all sanitary sewer lines and manholes,including elevations,(inverts,top of frame)sizes,lengths,and slopes of pipes. Top of foundation elevations for building shall be shown. Open Space Site Improvement Plans:For sites which require or include a provision for open spaces,a plan which contains data for site improvement may be required.This map shall be drawn to a scale of 1 inch equals 40 feet. Sanitary Report:Where individual sanitary sewage disposal systems are proposed,the final plans shall include a Sanitary Report certined by a Professional Engineer.The report shall demonstrate the feasibility of the proposed individual systems. Zql February 2002;Rev.4-04 11. l2. NPREPR(PE/L5)DATE- NAME:/\\-/\c Law/{Mg EXPaV1emo€ LOCATION:ENE$$HL€M wm\\C)Ovx-A’79)TgxwxaWcack RUG TYPE OF PROJECT:vmYC/Q(8 ?ac\\t\‘7 ARrHITFrTHRAI AND DESIGN REVIEW COMMITTEE CHECKLI§F The following items must be submitted,in accordance with Section 9.1 of the Zoning Regulations at the time of a site plan application for an industrial or commercial building,or high density housing. 1.Site plan of the property (per Section 8 of the Zoning Regulations) 2.Architectural elevations of the proposed buildings 3.Types,styles and colors of building materials,exterior facades and facing,and fenestrations (samples suggested) Special architectural features (if applicable) Colors,materials,and location of lighting Design of signs Mechanical hardware proposed on or around the building and roof,including trash compactor,and auxiliary storage areas 8.Landscape plan indicating location,types,sizes,and quantities of proposed plant materials 9.Lighting Plans (per Section 17.22.1.A.1-4 Submission requirements) All of the above-required information/materials have been provided. "i/z/M k) Please be aware that missing information or incomplete information may result in a delay in action by the Committee on this application. Signature Daté Revised December 20,2000 July 1,2019 CERTIFICATE OF MAILING Dear Property Owner: Re:The Learning Experience Evergreen Walk Unit 7D Tamarack Ave,South Windsor,CT In accordance with Section 7.3b of the “Town of South Windsor Inland Wetlands, Watercourses and Conservation Regulations”and Section 8.2.C of the “Town of South Windsor Zoning Regulations”,you are hereby notified that an applications have been filed on the property abutting yours which are subj ect to hearings by the Inland Wetlands Agency/Conservation Commission and the Flaming &Zoning Commission.The application and plans are on file with the South Windsor Flaming Department. As an abutting property owner you are invited to the hearings to ask questions and/or givecomments.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date this application will be heard please contact the South Windsor Flaming Department,860- 644-25 1 1. Sincerely, Eric Spungin Colchester Properties LLC 59 East Main Street Avon,CT 06001 95 CT LLC &225 CPN LLC 270 Madison Ave.Suite 1503 New York,NY 10016-0601 International Samarkand Hotel Group LLC 29 South Main St.,Suite 330 West Hartford,CT 06107 Shirley W.Smith 580 Smith Street South Windsor,CT 06074 One Buckland Center LLC 110 Lavender Lane Rocky Hill,CT 06067 David A &Nathalie S Wisneski 75 Deming Street South Windsor,CT 06074 Evergreen Walk LLC 555 Main Street Manchester,CT 06040 Burton L &Joan D Larson 101 Kebalo Lane South Windsor,CT 06074 Danne M Pineo 201 Kebalo Lane South Windsor,CT 06074 Celeste Arcell L/U 204 Kebalo Lane South Windsor,CT 06074 Gary M Guastamachio 303 Kebalo Lane South Windsor,CT 06074 Earl A.&Barbara H.Reichle 247 Abbe Road South Windsor,CT 06074 South Windsor Realty Co.LLC 303 South Broadway Suite 105 Tarrytown,NY 10591-5422 Arthur L &Kate C Soucy 43 Deming Street South Windsor,CT 06074 Clark Tree Farm LLC 500 Clark Street South Windsor,CT 06074 Hiu Hung &Ng Wei—Quan Ho-ng 302 Smith Street South Windsor,CT 06074 Town Of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Jean A Archambault 103 Kebalo Lane South Windsor,CT 06074 Debra M Reid TR 202 Kebalo Lane South Windsor,CT 06074 Margaret M Moynihan 301 Kebalo Lane South Windsor,CT 06074 Nancy Allison 304 Kebalo Lane South Windsor,CT 06074 Buckland Commons LLC 1744 Ellington Road South Windsor,CT 06074 Steven Schiavone &Kawa Lucia 44 Highwood Simsbury,CT 06070 Marrion &Roy Rounseville Trustees 206 Buckland Road South Windsor,CT 06074 859 Clark Street LLC 676 Clark Street South Windsor,CT 06074 395 Buckland Road LLC 807 Bloomfield Avenue Windsor,CT 06095 Messiah Evangelical Lutheran Church 300 Buckland Road South Windsor,CT 06074 Donald T Tuleja TR 6533 SE Williamsburg Drive #101 Hobe Sound,FL 33455 Holly K Hunt 203 Kebalo lane South Windsor,CT 06074 Richard C &Mary E Bunnell 302 Kebalo Lane South Windsor,CT 06074 Vera Rudyk 501 Kebalo lane South Windsor,CT 06074 Mary A Peck 502 Kebalo Lane South Windsor,CT 06074 Rita Graicerstein 602 Kebalo Lane South Windsor,CT 06074 Pamela D Pelczar 701 Kebalo Lane South Windsor,CT 06074 Ann W Sinclair 704 Kebalo Lane South Windsor,CT 06074 Peter J &JenniferJ Brin 244 Smith Street South Windsor,CT 06074 Brenda J &Bruce D Fraser 340 Smith Street South Windsor,CT 06074 Stephanie Lauren Tostarelli 83 Deming Street South Windsor,CT 06074 Evergreen Walk LLC Cityplace Hartford,CT 06103 Wayne Christopher Gerlt P.O.Box 1 132 South Windsor,CT 06074 Robert J &Beverly E Hayes Trustees 332 Smith Street South Windsor,CT 06074 Morgan J JR &Marie L Bradley Trustees 503 Kebalo Lane South Windsor,CT 06074 Frederick C Andrews 603 Kebalo Lane South Windsor,CT 06074 Jane F Perrin 702 Kebalo Lane South Windsor,CT 06074 Alexander G &Joanne W Sibicky 705 Kebalo Lane South Windsor,CT 06074 SHP IV/LCB South Windsor LLC 3 Edgwater Drive STE 101 Norwood,MA 02062 Emil J &Lucille Boutin 357 Smith Street South Windsor,CT 06074 Downeast Associates LTD Partners P.O.Box 7019 Indianapolis,IN 46207 KF Realty LLC 175 Wheeler Road South Windsor,CT 06074 130 Deming Street 435 Buckland Road South Windsor,CT 06074 Michelle L &Jason A Gaines 67 Deming Street South Windsor,CT 06074 Roberta J Gowing 601 Kebalo Lane South Windsor,CT 06074 Karin W Temarkin 604 Kebalo Lane South Windsor,CT 06074 Ryan Richard Irrevocable Trus L/U 703 Kebalo Lane South Windsor,CT 06074 Donald R &Linda M Simmons 706 Kebalo Lane South Windsor,CT 06074 Gene N Beaupre 345 Smith Street South Windsor,CT 06074 Bevan L Dupre 610 Clark Street South Windsor,CT 06074 Clair Dufour 377 Smith Street South Windsor,CT 06074 Richard &Irene Gancarz 383 Smith Street South Windsor,CT 06074 314 Smith Street Associates 332 Smith Street South Windsor,CT 06074 Jean Marc Jacques 658 Ellington Road South Windsor,CT 06074 Robert A &Phyllis T Jones 76 Deming Street South Windsor,CT 06074 Lowes Home Centers Inc. P.O.Box 1000 Mooresville,NC 28 1 1 5 William J Krawski 130 Buckland Road South Windsor,CT 06074 Carmon &Company LLC 807 Bloomfield Avenue Windsor,CT 06095 Krishreltic LLC 213 West Street Bolton,CT 06043 Schedule A Legal Description Unit 7D of Evergreen Walk Flamed Community created by that certain Declaration ofEvergreenWalkFlamedCommunitydatedNovember20,2003 and recorded in Volume 1555,Page l of the South Windsor Land Records,as amended (the “Declaration”)r Evergreen WalkPlannedCommunityislocatedinSouthWindsor,Connecticut. wL1169m%4 SPECIAL CQVENANT WARRANTY DJLED KNOW ALL PERSONS BY THESE PRESENTS THAT:5 0 4 4 CATHOLIC CEMETERIES ASSOCIATION OF THE ARCHDIOCESE OFHARTFORD.INC,a Connecticut nonstock corporatinn having an office at 700 MiddlulmmAvenue,North Haven,Connecticut 06473-05 l 7 (the "Grantor").for thc considcration 01’FOURTEEN MILLION DOLLARS ($14.000.000)received to its I'ull satisthcliun nfEVERGREENWALK.LLC.a Connecticut limited liability companv having an oilicc at231CentralAvenue,White Plains,New York 10606 (thc "Grzmlcc‘j:docs hurcby givc.grunt.bargain,sell and convey unto the Grantee,its successors and assigns i‘orcvcr.all that curtain piece or parcel ot‘land‘together with the improvements thcrcon and appurtenances thereto.situated in the Town of South Windsor,County ofHartford and State ofConnccticut and more particularly described in Schedule A.attached hereto and made a part hereof. hereto. Said premises are conveyed subject to the matters described in said Schedule A attached TO HAVE AND TO HOLD the premises hereby conveyed.with the appurtenancesthereof.to the Grantee and unto the Grantee’s successors and assigns forcven to its and their own proper use and behoof; AND FURTHERMORE.the Grantor will warrant and forever dct‘end the premisesherebyconveyedtotheGrantee,its successors and assigns against the claims ofall personsowning,holding,or claiming by,through or under the Grantor‘but not otherwise IN WITNESS WHEREOF.the Grantor has executed this deed in its name as ol‘the {Jm day of October,2009. Witnessed by: CATHOLIC CEMETERIES ASSOCIATION OFTHEARCHDIOCESEOFHARTFORD.INC.Rmw m M I By K1%7’bauumweep W Kev.bavid‘M.Walker Its Secretaty CONVEYA'NCE TAx RECEIVED STATE s '1‘3000 ct:/LOCAL'slS,&N.Na 3., .,... .v mu unto t rauTM %. TOVJN CLERK OF SOUTH WINDSOR wL1169mw n W Thosc ccnain six pieces or parcels of iand located in the Town of South Windsor.County of Hartford,and Srare of Connecticut.described below: mm A piece or parcel of land situated on the south side of Deming Street and being shown and designated as "Buckland Lot 3.7 Adi"on a certain map or plan entitled "Property of Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.Buckland Road.Smith Street &Deming Street South Windsor Connecticut Scale:l"=100'March 1967 Office of Harold R.Sanderson C.E.&LS.Bloomfield Connecticut,"which map or plan is or is to be tiled in the Town Clerk's office in said Town of South Windsor.reference to which is hereby made,and being more particularly described as follows; NORTH EAST SOUTH WEST Containing 3.734 acres,more or less. Being the premises described in a warranty deed from Clynton B.Buckland to Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.dated May 4.1967.and recorded in the South Windsor Land Records in Volume l18,Page 625. WEE: A piece or parcel of land situated on the west side of Buckiand Road and being shown and designated as "Hackett Parcel"on a certain map or plan entitled "Property of Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.Buckland Road,Smith Street & Deming Street South Windsor Connecticut Scale:i"=100'March 1967 Office of Hamid R. Sanderson C E &L S Bloomfield Connecticut "which map or plan is or is to be tiled in said Town Clerk‘s office,-reference to which is herehy made,and being more particularly bounded and described as follows: "Ml ”“10 l by Deming Street.830.30 feet; by land now or formerly of Alex Scle,49.22 feet; by land now or fotmerly of Alex Sele,859.42 feet;and by land now or formerly of George C.Dolan,et al,343.16 feet. wL1169m%G .2. Beginning a!a point in the west line of Buckland Road.which point is [he most southeast corner of the premises herein described and the norlhcns!corncr of land now or formerly of one Eliasson and which point is also N 50°11‘30"W 7.46 feet from a mcresmne set in Buckland Road;thence running N 50"11'30"W along lzmd now or formerly of said Eliasson,20854 fcct to a point:thence running the following five courses and distances along land now or formcrly of ont Schweir:N 50°ll‘30"W.331 feel to a point:N 48"27‘W, 378 feet ton point;N 46°24‘W,1,123 feet to a point;S 33°14'W,199 fcct to a point:and N 56°45'W.893 feet to a boundary stone;thence running N 33"09'50"E along land now or formerly of one Wasylenko and land now or formerly of one Kupchunos‘in part by each. in all 809170 feet to a boundary stone;thence running N 58°26‘20"W along land now or formerly of said Kupchunos,16.40 feet to a boundary stone:thence running N 34"28'30"E along land nOw or formerly of said Kupchunos.202.61 feet to a boundary stone:thence running N 35°04'15"E along land now or formerly ofone Burger.614.63 feet to a boundary stone;thence running S 64°14'45"E along land now or formerly of one Waidron, 379.15 feet to a point;thence running S 7°48'15"W along land now or formerly of said Waidron,141.15 feet to a point;thence running the following four courses and distances along land now or fonnerly of one Dewey:S 33"07'W,405 feet to a point;S 54°24‘E,961 feet to a point;S 55"58'E,196 feet to a point;and S 55"37'E,557 feet to a point:thence running S 54“48'00"E along land now or formerly of said Dewey and land now or formerly of one Sabia‘in part by each,in all 600 feet to a point in the west line of Buckland Road;and thence running S 26"00'10"W along said west line of Buckland Road,1,198.36 feet to the point of beginning. Containing 76.0 acres,more or less, Together with such water rights granted by instrument dated November 2,1908,and recorded in said Land Records in Volume 14,Page 447. Being the premises described in (i)a warranty deed from Harold W.Garrity,as attorney-in- fact for Thomas J.Hackett by virtue of a power of attorney of record.to Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.dated May 23,1967.and recorded in said >Land Records in Volume 119.Page 83;and (ii)a warranty deed from W.David Keith,as attorney in fact for Mary H.Earl.aka Mary F.Earl,by virtue of a power of attorney and as conservator of the estate of Jean At Hacked by virtue of an order of the probate court for the District of Manchester,et al to The Catholic Cemeteries Association of the Archdiocese of Hartford,lnc.dated May 24,1967,and recorded in said Land Records in Volume 119.Page 88. - w.w,” nutuwwt . 1,...‘..,V n. wL1169M%7-3. [bird Egg: A piece or parcel of land situated on the west side of Buckland Road and the north side ofSmithSu’eet and being shown and designated as "Schweir parccl 75.3 A.C.i"on a ccrlainmaporplanentitled"Property of Catholic Cemeteries Association of the Archdioces:ofHartford,inc.Buckiand Road,Smith Street &Deming Street South Windsor ConnecticutScale:l"=100'March 1967 Office of Harold R.Sanderson C.E.&LS.BloomfieldConnecticut."which map or plan is or is to be tiled in said Town Clerk’s office.reference towhichisherebymade,and being more particularly bounded and described as follows: Beginning at a point in the north line of Smith Street,which point marks the southwestcornerofthepremiseshereindescribedandthesoutheastcorneroflandnoworformerly of R.T,Boulct;thence running S 74°29‘lO"E along the north line ofSmith Street.699.13 feet toapoint;thence running in a generally northeast direction along the arc ofa curve to the lefthavingaradiusof111,47 feet and connecting the north line ofSmith Street with the west lineot‘Bucklztnd Road,163.02 feet to a point;thence running N 2l°43'20"E along the west lineofBucklandRoad,297.34 feet to a point marking the south corner of land now or formerly ofE.Grant,et al;thence running N 64°22'10"W 230 fect to a point;thence running N 26°00‘10"E 160 feet to a point;thence running S 64°22'10”E 89 feet to a point;thencerunningN25°19'30"E 170 feet to a point;thence running S 64°22’l0"E 143 feet to apointinthewestlineofBucklandRoad;thence running N 26°00'l0"E along the west tineofBucklandRoad,55.31 feet to a point;thence running N 50°11'30"W along land now orformerlyofRichardA.Marouski,210.22 feet to a point;thence running N 26"28'30"EalonglandnoworformeriyofsaidMarouskiandalonglandnoworformerlyofoneEliasson,in part by each,in all 200 feet to a point;thence running N 50°ll‘30"W 331 feet to a point;thence running N 48°27'W 378 feet to a point;thence running N 46°24‘W l 123 feet to apoint;thence running S 33°14’W 199 feet to a point;thence running N 56°45'W 893 feettoapointmarkedbyabrownstone;thence running S 33°23'20"W 452.05 feet to a fencepost;thence running S 31°26'19"W 368.60 feet to a brown stone;thence running S 54°38'02"E 454.41 feet to a merestone;thence running S 31°26'38"W 449.69 feet to a pointmarkedbyamerestoneandanironpin;thence running S 37°39'30"E 324.95 feet to a pointmarkedbyamerestoncandanironpin;thence running N 31°43‘14"E 240.54 feet to abrownstone;thence running S 55°13‘47"E 594.69 feet to a stake and tack;thence running S17°33'10"W 6i.70 feet to a stake and tack;thence running S 72°39'40"E 170.78 feet toanironpin;thence running S 75°47'10“E 526.72 feet to an iron pin;thence running S 74°42'10"E 150.22 feet to an iron pin;and thence running S 17°38'50"W 384.29 feet to thepointofbeginning. Iml Uuzo I -t~~mm,.n~. ‘*p-m-“Me... $ mL1169w%8 .4. Together with all right.title and interest in and to any right of way running nonherly to the abovc described premiscs from Smith Strcet. Being the prcmises described in a warranty deed ftom bean R.Schweir,ct a!to The Catholic Cemeteries Association of the Archdiocesc of Hartford,Inc‘dated June l.1967‘and recorded in said Land Records in Volume 119,Page 225. mum: A piece or parcel of land situated on the west side of Buckland Road and being shown and designated as "Kupchunos parcel 35.7 Adi“on a certain map or plan entitled "Property of Catholic Cemeteries Association of the Archdiocese of Hartford,inc.Buckland Road.Smith Street &Deming Street South Windsor Connecticut Scale:1"=100'March 2967 Office of Harold R.Sanderson CtE.&LS.Bloomfield Connecticut,"which map or plan is or is to be filed in said Town Clerk’s office,reference to which is hereby made.and being more particularly bounded and described as follows: Beginning at an iron bar in the west line of Buckland Road,which point marks the southeast corner of the premises herein described and the northeast corner of premises now or formerly of one Meade;thence running N 58°09‘00"W along the north line ofsaid Meade premises,300.41 feet to an iron bar;thence running the following four courses and distances along premises now or formerly of Levi T.Dewey:N 57°48‘30"W,520 feet to a point;N 57°35'W,379 feet to a point;N 32°46'E,212 feet to a point;and N 46"40'W.688 feet to a point in the southeast line of premises now or formerly of Stanley Waldron ct ux;thence running the following three courses and distances along said Waldron premises:N 40"42'20" E,120.15 feet to a point;N 42°54'00"E,77.54 feet to a point;and N 36°20'45"E. 122.89 feet to a point;thence running N 45°13’20"E along the southeast line of premisesnoworformerlyofLloydHevenor,210.95 feet to a point;thence running N 40"43’30"E along the southeast line of said Hevenor premises,202.38 feet to a point in the southwest line of premises now or formerly of Alex Sele;thence running S 54°46‘E along the southwest line of said Sele premises.1406 feet to an iron pipe marking the northwest corner of premisesnoworformerlyofAnnieV.Collins;thence rumiing the following four courses and distances along said Collins premises:S 24°31'30“W.231.18 feet to an iron pipe;S 59"24’10"E.60 feet to an iron pin;S 30"49'40"W.72.13 feet to an iron pipe;and S 59°14'00"E, 137.43 feet to a brown stone set in the west line of Buckland Road;and thence running S 22° 27'10"W along the west line of Buckland Road.706.81 feet to the iron bar at the point of begirming. Containing 35.7 acres.more or less. bib-I I ”4:0 i mL11BQM%9-5- Together with a 12 foot right of way running along the south border of premises now orformerlyof~Annie V.Collins and more particularly described in a warranty deed from Annie V.Collins to Gustavo J.Schallcr,Jr.and Louise A.Schaller recorded in said Land Records inVolume37,Page 323. Being the premises described in a warranty deed from Walter Kupchunos.et al to Catholic Cemeteries Association of [he Archdiocese of Hartford,Inc.dated May 31,1967,andrecordedinsaidLandRecordsinVolume119.Page 228. Ei£tl1_Eie_c_e: A piece or parcel of land situated on the west side of Buckland Road and being shown and designated as ”Dewey parcel 24.4 Adi"on a certain map or plan entitled "Property of Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.Buckland Road,Smith Street &Deming Street South Windsor Connecticut Scale:i":IOO‘March 1967 Ott‘rce of Harold R.Sanderson C.E,&L.S.Bloomfield Connecticut,“which map or plan is or is to be liicd in said Town Clerk‘s office,reference to which is hereby madE.and being more particularly bounded and described as follows: Beginning at a point in the northeast line of premises now or formerly of Thomas Haekett,et al.which point is 600 feet northwest.as measured along the northeast line of said Haekctt premises,from the intersection of the northeast line of said Hackett premisesandthewestlineofBucklandRoad;thence running the following four courses and distances along said Hackett premises:N 55°37'W.557 feet to a point;N 55”58'W.196 feet to a point;N 54°24'W,961 feet to a point;and N 33"07'E,405 feet to a point in the south line of premises now or formerly of Stanley Waldron et ux;thence running the following six courses and distances along said Waldron premises:S 56°$7'40"E,95 feet to a point;S 49° 51'00"E.105.32 feet to a point;N 48"39'20"E,202.52 feet to a point;N 46“51'10"E, 105.46 feet to a point;N 47"50'40"E,164.64 feet to a point;and N 61°46'15"E,51.59 feet to a point marking the southwest corner of premises now or formerly of Benedict Kupchunos.et a1;thence running the following three courses and distances along said Kupchunos,et a1 premises:S 46°40'E,688 feet to a point;S 32°4o'W,212 feet to a point: and S 57 35'E,379 feet to a point;thence running the following three courses and distances along land now or formerly of Levi T.Dewey:S 32“53’50"W.320 feet to a point;S 32° 49'55"E,314.40 feet to a point;and S 26"00'10"W.175 feet to the point of beginning. Containing 24.4 acres. mu Inna I val.1169PAGE 10 .6. Being the premises described in a warranty dced from Levi T.Dewey to Catholic Cemeteries Associa‘ion of thc Archdiocese 0f Hartford,Inc.dated May 31,1967,and rccorded in said Land Records in Volume 119,Page 231. SIE: A piccc or parcel of land situmed on the south side of Deming Street and the west side of Buckland Road and being shown and designated as “Saia parcel i7.l Ae._+j‘on a certain map or plan entitled "Property of Catholic Cemeteries Association of the Archdiocese ol‘Hartford, Inc.Buckland Road.Smith Street &Deming Street South Windsor Connecticut Scale: 1"=100'March i967 Office of Harold R.Sanderson C.E.&L.Si Bloomfield Connccticul." which map or plan is or is to be filed in said Town Clerk's Office.reference to which is hereby made,and being more particularly bounded and described as follows: Beginning at an iron pipe set in the south line of Deming Street marking the intersection of the south line of Deming Street and the east line ofpremises now or formerly of one Buckland;thence running S 45°23'10"E along the south line of Deming Street. 303.11 feet to a point;thence running in a generally southeast direction along a curve to the right having a radius of l74.i2 feet connecting the south line of Deming Street and the west line of Buckland Road,158‘14 feet to a point;thence running S 6°39'10"W along the west line of Buckland Road,464.04 i‘cet to a point in the north line ol‘premises now or formerly of Annie V.Collins;thence running N 54°46‘W along the north line of said Collins premises. 155.11 feet,more or less,to an iron pipe;thence running N 54"46'W along the north line of premises now or formerly of Benedict Kupchunos.et al,1406 feet to a point in the east line of premises now or formerly of Lloyd Hevenor;thence running the following live courses and distances along said Hevenor premises:N 57°22'lO"W,119.93 feet to a point;N 54"51’ 30“W,227.68 feet to a point;N 23°22'10"EV 41.80 feet to a point;N 39"40’50"E. 117.68 feet to a point;and N 37°01'40"E.110.53 feet to an iron pipe;thence running S 66° 15'00"E;.1 14.39 feet to a merestone;thence running southeast along the southwest line of premises now or formerly of one Jack.102.85 feet to a merestone;thence running southeast along the southwest line of premises now or formerly of one Franco and premises now or formerly of one Dolan.in part by each,in all 199.82 feet to a merestone;thence running S 65"19'20"E along the southwest line of said Buckland premises.859.42 feet to an iron pipe; and thence running N 39°56’30"E along the southeast line of said Buckland premises,49.22 feet to the iron pipe in the south line of Deming Street at the point of beginning. Containing 17.1 acres.more or less. HNIU'MZtD 1 wL116QM%11 -7- Being thc premiscs described in a warranty deed from Alex Seie,el a1 to Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.dated May 31,1967,and recorded in said Land Records in Volume 119,Page 234. Excepting and excluding from the above described premises the following: (a)Those five pieces or parcels of land described in a certain quitclaiin deed from Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.to Town of South Windsor dated March 15,l974,and recorded in said Land Records in Volume 178.Page 176; (b)Those seven pieces or parcels of land described in a warranty deed from Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.to State of Connecticut dated January ll.1993,and recorded in said Land Records in Volume 694.Page 239.together with grading.sloping.drainage,construction and other rights and easements appurtenant to the conveyed land;and (c)That certain piece or parcel of land described in a warranty deed from Catholic Cemeteries Association of the Archdiocese of Hartford,Inc.to State of Connecticut dated March 22.1996,and recorded in said Land Records in Volume 887,Page 50,together with sloping.construction and other rights and easements appurtcrant to the conveyed land. Said premises are conveyed subject to the following: Taxes to the Town of South Windsor on the List of October l.I999.and subsequent lists. which taxes the Grantee assumes and agrees to pay. 2.Drainage right ofway in favor ofthe Town of South Windsor dated July 16.1986,and recorded in said Land Records in Volume 442.Page 27. 3.Rights and easements in favor of the State of Connecticut described in warranty deed dated January l l,l993,and recorded in said Land Records in Volume 694,Page 23‘). 4.Rights and easements in favor of the State of Connecticut described in warranty deed dated March 22.1996.and recorded in said Land Records in Volume 887.Page 50. 5.Rights of the parties in possession under existing unwritten leases expiring December 3i, 2000. tmtll74ml ,.—... I!STATE OF CONNECTICUT COUNTY OF +mgnfa€0 ss.HO—rq’ékd The:foregoing instrument was acknowlcdged before mc this \q i l day of October. 2000.by Rev.David M.Walker,Secretary ofCATHOLIC CEMETERIES ASSOCIATION OF THE ARCHDIOCESE OF HARTFORD,INC..a Connecticut nonstock corporation.on behaifoi‘ the corporation. Latest Mailing Address of Grantcc: 23]Central Avenue White Plains,New York 10606 Q 36;s‘lhwé‘MT-‘N i CLFRK‘C0159,tu'txaiFsu.m Ran’nw'{Cm t m0[Mm‘u 6f$1cr§Commissioner oi‘thc Superior Court Nerary—Bublic—v My—eemmissi-oa oxpircL AM ‘.:Pi'nimn: i .Luui:LO. ct} wig-:7 n mdL3§[j . Hunnuai vnL 11 6%PAGE 12 Operational Description The following is information regarding The Learning Experience and our operations If you have any questions,please contact us. The Learning Experience®(TLE),has child development centers throughout the United States.Our secure centers offer premier child care to children ages six weeks to five years:infants -toddlers —twaddlers -preppers -preschoolers -pre K —kinderqarten and after school care for children up to eight years of age at most of our centers. The Learning Experience®is notjust a daycare facility but also a complete child development center.We welcome you to visit any one of our dynamic and fun environments to see for yourself why TLE is different how committed we are to quality care and intellectual child development education of our children. You want the best for our children...so do we!Our Charlie Choo Choo®Enrichment Programs:Marvelous Math®,Start to Ait®,Suddenly Science®,Movin'n Groovin‘®, Dancinq Feet®,Music 4 Me®and Talent Sprouts®introduces children to the performingartsthroughavarietyofactivitiesinvolvingallaspectsofperformance. The Learning Experience®believes that each child deserves to grow and learn at his or her own pace.Our diverse curriculum includes:L.E.A.P®1,L.E.A.P®2,Little LearnersTM and Fun with Phonics®.Our responsibility is to establish a strong foundation for yourchildinafunandexcitingenvironment. TLE is one of the most comprehensive franchise business opportunities in child care today.It is one of the few childcare operators in the country where management has direct hands on experience with the day to day operations of the business.Following is some specific information regarding our Operations: Hours of Operation o 6:30am-6:30pm (12 hours per day) o Activities on nights &weekends (Open Houses,parties,etc.) Size of the building o 10,000 square ft.building typical Size of playgroundo5,000 square ft.typical c 8,000 square ft.(AZ) t 13,500 —13,875 square ft.(CA) Overall average enrollment u 80%Occupancy —————————————————————————————learn.play.grow............................... 210 HILLSBORO TECHNOLOGY DRIVE l DEERFIELD BEACH,FLORIDA 33441 i (561)BEG-5400 Capacity of the center c 180—185 children Children Diapered/Potty Trained o Average center:4O children diapered,38 children potty training,105 children non-diapered Part time children attendance o Typical center has 25%part time children Part time schedules o Schedules vary (am students to pm students,1—5 day schedules) Families with siblings -Approximately 20%have 1 or more siblings that will attend Absenteeism rate a Approximately 8%-12% Number of employees o Approximately 24 staff at any one time total for an 10,000 square foot building, typical .30%Part Time (7 ofthe 24 employees) Number of parking spots s 40 parking spots typically required Traffic o Each parent parks their vehicle within the TLE parking area and brings there child into the center,checks them in at the reception counter,and then brings their child to their designated classroom.The reverse of this occurs at pick up as well.This averages from 5 minutes to 8 minutes. During drop off (average 5 minutes)generally between 6:30 am to 9:30 am During pick up (average 8 minutes)generally between 4:00 pm to 6:30 pm —————————————————————————————learn.play.grow.............................. 210 HILLSEORO TECHNOLOGY DRIVE i DEERFTELD BEACH.FLORIDA 33441 l (561)886-6400 Outline of Estimated Traffic Traffic during drop off (average 5 minutes): -6:30am-7:00am (11 children) -7:OOam-7:30am (28 children) -7:30am—8:00am (43 children) I 8:00am—8:30am (43 children) -8:30am-9:00am (29 children) -9:00am-9:30am (29 children) Calculations based on a center with the capacity of 183 Traffic during pick up (average 8 minutes): I 3:30pm-4:00pm (11 children) -4:00pm-4:30pm (28 children) -4:30pm-5:00pm (43 children) I 5:00pm—5:30pm (43 children) I 5:30pm—6:00pm (29 children) I 6:00pm-6:30pm (29 children) Calculations based on a center with the capacity of 183 FROM OUR PARENT HANDBOOK: DROP-OFF AND PICK-UP POLICIES From the moment your child arrives until he or she is picked up at the end of the day, your child’s safety is our foremost concern.No child shall ever be left unsupervised.Our center is equipped with an intercom/telephone in each classroom for emergencyuse. Procedures for arrivals and departures are designed to ensure the safety and well-beingofeveryoneatthecenter.Your cooperation in complying with the following procedures is m Parents are to use only the front door for entering and exiting. appreciated: —————————————————————————————learn.play.grow.____________________________ 210 HILLSBORO TECHNOLOGY DRIVE i DEERFIELD BEACH.FLORIDA 33441 i (561)336-6400 ,Never hold the door open for anyone‘Each authorized individual receives a key fob that he/she must use to obtain entry into the building. i Children must be walked into the building by a parent or authorized guardian and placed with their assigned center staffmember.Never leave a child outside the building to walk in alone or allow him or her to walk in accompanied solely by another child. l Parents must complete the electronic sign—in and sign-out process as well as the manual sign—in sheet on a daily basis and any applicable forms requested by the center (e.g..medication,Communication Form).AII completed forms must be placed in the Lucite bins provided in the reception area. L‘When picking up your child,be certain that a TLE®staff member(s)in charge of yourchild‘s care acknowledges that your child is leaving the building,and remember to electronically and manually sign out.*A manual sign in/out is a state requirement.* SAFETY AND SECURITY The Learning Experience®has instituted security systems as an effective means of protecting our children.This may include: Gates and fences surrounding the property with alarms on gates.-Special lock at entrance with limited access-Motion detectors in unused parts ofthe building.-Cameras throughout the center for the purpose of monitoring a secure environment and for observation by both administration and parents.-Windows allow the parent the opportunity to view the child’s activities without disturbing the integrity of the classroom environment. RELEASE OF CHILDREN Security fobs are issued to each authorized person who will be routinely dropping off and picking up your child.Please do not give or exchange your fob with anyone since each fob has its own PIN number,identifying you in the computer system.It is imperative for security purposes that the center is aware of each person coming or going. THERE IS A $10 CHARGE FOR REPLACING AN ELECTRONIC FOB. On any occasion when a person without a security fob or pass must pick up your child, the person‘s name must be in your file.He or she will be asked for a photo identification, which will be photocopied and placed in your child’s hie for future reference.A child will not be permitted to leave with any person otherthan those designated in writing by the parent.Always remember your password.You may be asked to provide the passwordwhenphoneauthorizationisrequired. There will be no exceptions to this policy.lfthere are any changes to those authorized to pick up your child or if you will be carpooling with other parents,please advise us in writing.Remember to use a child safety seat,and buckle up when transporting your children at all times.Parking is permitted in The Learning Experience®designated parking spots only;please refrain from using handicapped parking spots unless you have the requisite decal. —————————————————————————————learn.play.grow.............................. 210 HILLSBORO TECHNOLOGY DRIVE l DEERFIELD BEACH,FLORIDA 33441 i (561)BBS-6400 “;-ACAQEMY OF EARU’EDUCATI6N .A. Unit 7D Evergreen Walk -Tamarack Avenue South Windsor Connecticut Applicant Colchester Properties LLC56EastMainStreet Avon,CT 06001 (860)677—5607 Ouner Eve¢green Walk,LLC 1109 Rose Lone Virginia Beach,VA 23451 (757)422—5566 Sd\A\2019ca lCvvlXD\7019009- Clhtucsree PiWnvopesseusn Dd9OO§\201rawmgswg-, x SHEET T1TLE SHEET NO.LATEST REVISION QML COVER SHEET 1 of 9 6—26—19 KEY MAP 2 of 9 6—26—19 ABUTTERS LIST 3 of Q 6—26—19 EXISTTNG CONDITTONS &DEMOLITION PLAN 4 of 9 6—26-19 LAYOUT &LANDSCAPE PLAN 5 of 9 6—26—19 GRADING &UTTLITY PLAN v 6 of 9 6—26—19 EROSION 8c SEDIMENT CONTROL NOTE 7 of 9 6—26—19 DETAILS 8 of 9 6—26—19 500‘uun LINE x /L;g taes 6—26—19 1'-20o‘ 2019—009 2of9S\Ad\2019ca Cilrv D\3201900q- l(hlasceer FiWr‘rpocesussn D\2019DO9rawmgs- dwg 25430 f Asmc J & qssc26—1 /37—10 qssc 7 \\//37—12 / /\ IWheeler 37—8 Estates ((/\\\1’¢37-6 R ’1 L)t4Q 281 27*w2 $55”E&;8g m $ OO ‘23V~Qxx E 2°5Ki19‘6 C /20—1 :3 L3 9% l 37—7 / ~¢a mIn<w 22 2P2 *3 l.) / 16—2\‘\\ 474.44\\\ \\43 \\/ 46—2UNH'7D SUBJECT AREA OF \ \4\2_4/f\\E3\/\\\\ SITE PLAN EE\\ 4o REVISIONS§BVv LF/TAC CHK'JEu4933/ §k\\\Q)d)O 3l§g /36—3 sg R o éé?0g 27—1 / [// m Q 3:3 ég 34—2 ’’7 r 38—1 I ‘//>//ee g gg °“ t’5E g3 °ft: f V ed §3" §£'\‘“ 27—12 27-13 27—2 ’I 38—11 3842 38—13/, r 51—33 Q m do C83)2U a i Vf ///$38A26 v:§4e Q)0"Buckland Road COlefi/1 38—6 ages I// 27—10 27—9 /27—3 X 27—427—11 O27—8 L K 27—5 38—9 LQJ/38 8' 38—7 /#e-‘ 38~27 C.5 38—O J x J é L/V Key Map SAd\woigca Olw 3D\209l009- lh(tacesre PiWmropseuiso DwolBDOQrawmsg- dwg t dNE’E 46-2 MSW lnc‘145i 47th StrealErooklynNY11219 27—11 B5 CT m 6c 225 CPN LU:270 Nadison Ave,Suite 1503N“York‘NY 10615—0601 13*A Beih G.&Robeli J.Pulfcrd307SmithSLraetSouLhVindsor.CT 05074 27*8 Earl A k Barbara H Raichlq247AbbeRoadScumrmdsnr.CT 06074 38-5 Bucklnnd Commons 11E174‘ELLingion RoadScum'indsbr.(I 06074 38—9 lnternnLionAl Snmnrknnd Howl Group LLC29SuuthMainStreetWgttHnruord.CT 06107 16—2 Savings Bank of Rockwue1350MainStreetSuite 1410Spn'ngrxeld.Lu duos 3S»3 Sau&Windsor Really Co LIE303SouthBroadway.Sulta 105Turrytuwn.NY 1059l—5422 35—2 ‘""” 12>D Vincent k Diane Colavecchin331SmiLhStreetScumWindsor.CT 05074 30—6 Steven Schiowne &Kora Lucia44mghwoodSimsbux‘y.CT 06070 49 Peter J.Guidu469Bucklnnd RaadSouthWmdmr,CT 06074 35-27 Asuceu lnvestmenl Ll£1744 Ellington RandSouthWindsor.CT 06074 51—33 Four Hundred Thirty Twn Buckland CTRO.Box 92129SauLhlaka.TX 75092 1341 awe N.Benupre5¢5 Smith StreetSauu:Windsor,CT 08074 45*3 Deming Pmperties LLC145147thStreetBrooklyn,m'11219 Tail Brenda J.k Erna:D Finger340SmllhStreetSouthTmdsm',CT 05074 15-!Emil J.k Lucille Boutin357SmithSheetSmithWmd50r.CT 06074 2&4 Cynthia A Kaunman748ClarkStreetScull]windsar,CT 06074 20-!Esthsr A Cotton25DemingStreetSouthWmdscr.CT 06074 27—5 Robin C.Bond ct al94WestRoodSouthWindsor,CT 06074 3'74 Bevan L Dupre Mt Name k Addregs 15*E Wayne C.&Norcne R Kilhum291SmithSheetSnuLhWmdsor‘CT 05074 27>9 William J Kruwslu130BucklnndRoadSouthWindsor.CT 06074 27‘2 xns 'hrellxc U£213 West SimttBolton.CT 06043 5~1 Frank IL k Chn'slina Parisi250SmithStreetSouLhWindsor.CT 0607‘ 17—5 Roberi k Ewa RnzwadawskiZ74SmithSlrcctSouthKind5or.W 06074 37—5 Donald .l,k Susan V.Hikkelson675ClarkStmelSouthWindsor.CT 06074 47¥l Elizabath G HolleysoDemmgSouthWindsor.CT 06074 lHiSil lDWes Ham:Ccnteis Inc.P0.Box lMouresvilla.NC 28115 34~2 Canaan a:Compnay uc807BloomlieldAvenueWindsor.CT 06095 27—4 lemnr Realty LU:153 Cherry StreetMiHOrd.CT 06460 Migld gancySomk:ilfd°:orrt, Ellen Weston—Hill CT 06074 iarinzSogfgk;i§do;)r; Chaudhry CT 06074 geterSD5{;k;1§:§:YL, Sobm h CT 0607‘ SuuDl?k‘Emg:::.LEntricla T.Pmll CT 06074 rbe'thSoxkgugngggfm‘&Alyshn Girnrd 05074 SaugagnggxL:gseph P Luczka CT 06074 Sougagngggi‘mlSahannDri K Gibbons 06074 Saultahn:eing:::t‘Addn‘enne L k Geof'my CT 05074 W Andrews lSéiwxnialnb'hmiSoug£al§eingggiit CT Scorn 06074 févgmxrSoutha Wmgsdl:gyyaduniCT 05074 golasuhrahmony V Annegowda W Vnmh Pale]45 Auslin CircleSouthWindsor,cT neon Ashok Kumar At Shobba Sh arm A47AushnCircleSouthWindsnr,CT 06074 Kirnn h Munasi Kulkarini55AusLInCircleSDuLhWindsor,CT 06074 Amu-ang K.Kodak57AusiinCircleSauthWindsor.CT 06074 Wat]Housiufu51Austin CircleSouthWindsor,CT 06074 Eric L k Rachel S Discko South Nindsnr.CT 0601“ Walter E &Anna Maria Woods2203DezrfieldVny 3 Drake Court Scotrun.PA 10355 Nags Fodila2Drake CourtScumWindsor.CT 06074 Grace L lnkel109AustinCircleScum'indscr.CT 06074 lindu MnhillAustin CirnleSouthWindsor.CT 06074 Deepak k ranchan mm Rm lama Misenh2DValedt GreenSDu‘Lh Wmd30r,CT 0607A Shirley Thomas Walker15Walcou.GreenSouthWindsor.CT 06074 Dgnn Fedewa &Yi Zhu12Valenti.GreenSmithVmdsor.CT 06W” Chandrasekaran Munli k Subbalakshxm MuraliBWulccllGrecnSouthWindsor.CT 06074 Vmomkumr Jaynrnmn k Narmadm Sank“4 Walcott GreenSouthWindsor.CT 06074 Petar P,Zocco9BAustinCircleSouthWindsor.CT 05074 Anvurhusen G.&Ashrai C Shaikh42AustinCircleSouthFindsor.CT 06074 Lillian Perkins‘0 Austin CircleSouthWindsor.CT 06074 Thomas Amhookan k Maria Thayvalappu38AusiinCircleSnulliWindsor.UT 06074 Joseph a:nary .I.EnarRD.Box 1068SouthWindsor.CT 06074 WeisQuan Ng k Hiu Hang HoiNg uu.u; DQQ +4 Vi 3 5 r\ «a.We +1(nL (DO o(DI~O LOwCia°E s—,\I\at 2 o ws4m.A 15—9 One Buckland Center U4C110LavenderLaneRockyHill.CT 06067 37i12 Shirley W.Smith580ClarkStreet.South Windsor.CT 06074 2l>2 Arthur L k Kate C.Saucy43DemingstreetSouthWindsor.CT 06074 010 Clark StreetSouthWindsor.CT 08074 4l~3 Stephanie laurel-i Tostarelli33namingsuedSouLhWindsor.CF 06074 18—16 Dcwnenxt Associates Limited PartneishipEO.Bax 7019Indianapolis,IN 452137 17~1s ‘'''- 101Eurtan Kebnlo L &La Joan D In n o n South WindsorTECT 05074 Theresa A.k Hichael T.Ereaux102Kebalolone Sa$§kWirfd§ldifi CT 06074 Soutie:1?Az mWindgoei’Tdg'l" ratyana uakarov £0724 £a§esiunKblNalrahariSous:lVlindsI:r.e CT 06074 éui‘i‘ukirnman Vnidyunothan 8:Uma Narnynnan 1 Diggms CourtSouLhWindsor.CT 06074 nanana LugonesDiggingc tSouthWindsor.CT 06074 HnmhAl k Somyu Patel44TomaDriveManchester.CT 06040 Kevin ll 6(Valerie Santos 32 Austin CircleSouthWindsor,CT 06074 Hassnn holed k Remuk Mrose30AustinCircleSouthWindsor.CT 06074 Rokeshbhoi k Bineben Patel24AustinCirclzSouthWindsor,CT 06074 Vijay K h Ritu Gael ka)D comO N Lu >cogw<v C LO 3DQ.) l 25 Muhammad k Humern Jamili7DenungSouthWindsorCT06074 144 ,. 17—17 '”"'. South Windsor.CT 05074 Jean A.Archnmbault103Kebalolane Soutlh’ti:fin(dg00:.e CT 06074 Ewan Kuniar 4t Sarnswathi Bendari 15 mums CouSouthWindsor.CT 08074 Elizabeth A.Rotaveru 3 Porter amenSouthWindsor.CT 06074 Stephan a:Lin A Barrett 19—5 ”"‘"13—3 Claire Dulour Soul-h Windsor.CT 08074 soui?‘;?n§;2§?‘m mam 17 Diggxns CourtSouthWindsor.CT 0607A 5 Porter GivenSouthWindsor.CT 06074 22 Arthur L 3L Kobe C.Soucy45DemmgStreetSouthWindsor.CT 05076 3'77 Smith StreetSouthWindsor.CT 08074 u Arthur Liam!Saucy Trust Donald T Tuleja Trust Hebe Sound.Fl.334556533SEwmaamsburg Dr.#101 ilsevilleScuchsgnindcslz:kCT R Edwards 06074 Nanjamma Gumahanth19DiggmaCourtSouthWindsor.CT 06074 Annr k Yasmeeu Aziz9PorterGreenSouthWindsor.CT 06074 27*3 Marxian k My Rounsev'ille 43 Deming smetSouthWindsor.CT 06074 Dianne ll Pineo201KebalcIA gahhakar R.Daggula Sreeji mayan k uzu Ramachandnn21Coun Rxyaz Ar Rahjla Bhura11PorterGreen206BucldandRoadSouLhWindsor,CT 06074 15*10 One Buckland Center L15110LavenderLaneRockyHill.CT 06067 26—}Clerk Tree Farm U1:500 Clark StreetSouthWindsor.CT 06074 37~7 559 Clark ST LLC676ClarkStreetSDuLhWindsor.CT 06074 37*6 Stanley Waldron059ClarkStreetSouthWindsor.ET 05074 42—4 David A.it Nathalie S.Wisnesw75DemingStrutSouLhmdsor.CT 06074 17—9 Hui Hung HoiNG a:we1~Quan NG302SmithStreetSouthWindsor.CT 06074 27—10 Eucldand Road Associates LICPDEox60SouthWindsor.CT 06074 38*1 395 Buckland Road LIC307BloomfieldAvenueWindsor.CT 06095 3841 Evergreen Walk 1.1:CitypHartford CT 06103 27-1 Evergreen Walk Lu:555 Main StreetManchester.CT 06040 33-2 Calvary Church of The Assemblies24oDemmgSouthWindsorCT06074 27—12 Town of South Windsor1540SullivanAvenueSouthWindsor,CT 06074 seem '"* 27—13 "”” 36—5 Messiah Evangelical Lutheran Church295BucklandRoadSouthWindsor.CT 06074 33-77 ‘"”" wizzez x F Pmperues Lu175WheelerRoadSouLhWindsor,CT 06074 17-‘23‘3 Paul D &Sphie it Cestnri95WheelerRoeSouthWindsorCT06074 17—24—4 Anurag Duggal194Wheeler RoadScumWindsor,CT 06074 29v2 Peter J.&lenniler J.Erin244SmiLhStreetSouLhWindsor.CT 06074 33~26 SP?lV/LCB South Windsor Ll£3 Edgewater Dr Suite 101Norwaod,MA 02062 lEeB 0n:Bucklond Center Ll£110 lA'ender laneRockyHill.CT 06067 17—7 Evergreen Van:LLCcnypiHartford.CT 06103 17—3 K r Propane:LLC175WheelerRoadSouthWindsor,CT 06074 12*4 Richard k lreue Gancam383SmithStreetSouthWindsor.CT 06074 15*11 One Eucldand Center LU:110 lavender laneRockyHill.CT 06067 38 wayne GermP.0,Box 1132SouthWindsor.Cl‘06074 319 Snuu:sueel14—C Betty C Gill South Windsor,CT 06074 Z7vW2 .lohri F k Patricia E,Kanar780ClarkStreetSouthWindsor.CT 06074 374 cm-stupher P.ac Kauuyn R Luresa696ClarkStreetSouthWindsor.CT 06074 51‘3‘7i3 130 Deming LLC435Eucklaud RonSouthWindsorCT 06074 17-10 314 Smith Street Associates 1m332SmithStreetSouthWindsor,CT 06074 17—11 Robert J.k Bum—1y E Hayes332SmithStreetSouthWindsor.CT 06074 37710 Clark nee Farm IJJI500ClarkStreetSouthWindsor,Cr 06074 3642 Evergreen walk Lu:cnypHartford CT 06103 43 Michelle l.&Jason A.Gaines67namingsmgtSouthWindsor.CT 06074 25—30 Jean ilarc Jacques655EllingtonRoadSouLhWindsor.CT 06074 l7—~5 Arron L dc Karen JohnsonZ36SmithStreetSouthWindsor.CT 06074 40 Robert A &Phyllis T Jones7eDemingsmetSouLhWindsor.H 06074 17’4 Scott 5c Beverly A.Anwsik216SmithStreetSouLhWindsor,CT 08074 2e5 ilamata AgarwalIBEWheeler RoadSouthWindsor.CT 05074 South ihndsar.CT 06074 Debra H.Reid Trust202KeboloinnsSouthWindsor.CT 06074 Holly K Hunt203Kebalo LanSouthWindsor.C'l'06074 Celeste Artell204Kehala InnaSouthWindsor.CT 06074 Margaret M Moynihan301KebalolaneSouLhWindsor,CT 06074 Richard c a nary E Bunnen302KebalonSouthWindsor.CT 06074 Gary i1 Guastamacmu303KebalohoSouthWindsor,CT 06074 Nancy Allison304Kebalo hneSouthWindsor.CT 06074 Vera Rudyk501Kebalo InSouthWindsor CT 06074 Mary A Peck502Kebulo Inn:South Windsor.CT 06074 Marie L k Morgan J.Bradley.lr.503 Kebalo laneSouthWindsor.CT 06074 Roberta J Sowing601KebaloInnSouthWindsor CT 06074 Rita Craicerstem602Kebalo LaneSouthWindsor.CT 06074 Frederick C.Andrews603Kabul!)lAneSouthWindsor.CT 06074 Karin W.Tamarlcin604XebalolaneSauUiWindsor.CT 06074 Pamela D Pelczar701KebalolaneSouthWindsor,CT 06074 lane F.Perrin702Kebolo laneSouthWindsor.CT 06074 Richard Ryan Trust703KebaloInnSouLhWiudSDr.CT 08074 Ann W.Sinclair704Kebalo LaneSouthWindsor.CT 06074 Alexander G k Joanne W Sihiclfy705KebalolaneSouthWindsor.CT 06074 Donald R k Linda 1L Simmons705KebaloLane Souihsg‘iindcsjiileCT 06074 gmkms...i’§“%..%‘§§i7aloysius s: cw Reshmi new ilan'ya lRlobAertSout‘gs'WTndgggaCTC.3t Eunice 05074 T.Hartley South’leWincdzgf1P5re§u Amarnath CT 11 06074 Mayura Boosa SouthAkWsincdcs‘g::(ghaslid H.Bhatti CT 06074 gizteshSouaingWisnggziljCT Khire k Deeps 06074 PEdnckar gainsetteSouté‘lWsingzhlit N.Tamalis CT 06074 SouthueWsinficsid?faolestte Kersten CT 05074 fzhréstopherSouthueWgincduS‘d:,L M.Rekosiewicz CT 06074 gaasntSoutSesWii‘iggg; C.InCascio CT 06074 SouthlesWircidsuii,Hilghéiil N.Vacliham CT 06074 gaining.South’SWiTidior 1c a CT Aparua 06074 Chandragui SouthkWieriiisiZln-CTgn§§651 Ann McNeely 06074 gnguduSouthCkWiFnliscoT‘llrCT K Bohba k 06074 blshimi C Vellnnki SoutlzciWT:dlsoc:uC:l-‘igni§h G k Patricia 06074 A.Barker SouthclWTrTdlsg‘TUC’Tmi;11c Pallavi Rnvlal. 06074 gag?mu.$3315.76a:Deana B. 0am Grady 15:5]:0nScu1h°§§ls$¥é J.Coburn cam rfrg‘)?SouthCWiiT‘d‘sdifuC-T&laura E 06074 Richard éosgupchSouthkWienl-Idsgtf‘ré'l‘ 11 Kathleen 06074 Kabnyck: Egal$ar Kalyanasunduram 3:Gaysthn DiggingSouth Windsor.CT 06074 Daup .1:Babna Saxena91RidgefieldDriveSouthWindsor.CT 06074 Kanchuna Rntnasarn15WinterwbodTerraceFarmington.CT 06082 Aaanka JayaraLne16Winterwood TerraceFarmingmn.CT 05032 Divyesh 1,a Heena Dalal12mumscourtScumWindsor,CT 06074 Biju a Jmcy Devauyicuuy10DigginsCourtSouthWindsor.CT D6074 Krishna Xondavadi k Swarna N.ModiaDigginsCourtSouthWindsor.CT 05074 Sakmpriya Chemu'appau k Raja Easwaramoormy66CmmalWSouthWindsorCT06074 Lama a:Lavanya Kuchipudi4DumscultSouthWindsorCT05074 Prnsado Gunda k JTiansi Fotti2Dig0135SouthWindsorCT06074 Inna M.Christensen120AustinCircleSouthWindsor.CT 06074 Debra s1 Purbasha Roy112AustinCircleSouthWindsor.CT 05074 Ram K Ready7WalcottGreenSouthWindsor,CT 05074 Haua Zhaugc/o Jell Zhu26PeachHill RoadWethexslield,CT 06109 laganayagl Janurthauan South Windsor.CT 05074 John R 61 Tina C.Portenia21WalcctlGreen 15 Walcott Green South Windsor.CT 06074 Ravi Hetha k Smita Borodin25WalcottGreenSouthWindsor.CT 06074 Anjali k Ashish Sabade25WalcottGreenSouthWindsor,CT 06074 Jefirey S.sh Marielle Sigal26WalcottGreenSouthWindsor.CT 06074 Bmayak Kauala a.snushlla Ehanaa24WalcottGreenSouthWindsor.CT 06074 11South Windsor,(71'06074 Cyril k Reny Hathew15PorterGreenSouthWindsor.CT 06074 Kenneth A.Wullach19PorterCreeSouthWindsor.CT 06074 Horace k Shawn Lawrence21PorterGreenSouthWindsor.CT 06074 Russeu a Keny cagain20PorterGreenSouthWindsor.CT 06074 Steven E Pines18PorterGreenScumWindsor.H 06074 lozel Dehaes &Heidi Clerckx South Windsor.Cl‘0507414Pm1erGm cbnstme Keuey12PorterGreenSouthWindsor.CT 06074 Ashish Kumar k P0013 Goswan-u10PorterGreenSouLhWindsor.CT 06074 Kiran Subhashrao Thok6PorterGreenSouLhWindsor.C'l'06074 Shrujan Misc—y k Richa HandooBAustinCircleSouthWindmr,CT 06074 Brijesn k Sadhua Smgh6AustinClSouthWindsor.CT 08074 Linda Rumnc4AustinCircleSouthWindsor.CT 06074 Daryl a Kamryu Reaisellegl2AustinCircleSouthWindsor.CT 06074 REMSIONS Bv-LF/TAC i CHK-JEU Q)G)3E) g §g 8 s *5 8 RE)é?’_E C§§ Q)w E cdD23 a5 11 '8 Owlo §s E s 3 6 m o LJfa)a Li Abutters List DAE 6—26-19 SLALK N.T.S. gm u gggw 2019~009 South CT 06074 HocopallTnCourL m S A\d\2019ca d(N3D\2019009A IChtOESree Pi\RrtrcpeeSussa D\02l9DO9rawmg5- dwg \ [MSI OW \\6‘\ [XISI CEY7=99.5»\[Xisnwc BUILD/m:“$77 m7rL-yu (15') PROP TEMPORARYCONsTRucTuoN EASEMENT IN FAvoR or um 7D 2 s45 s.r. (iRIANcLE HATCH) SAwcuT SIDEWALK [K157 UNIT5ownARYLINE [X157 E‘SfMEAH IN FAVQY OFWECONNECNEUTWAYTRCUSM?HATCH. [XVSI YD EXIST UNIVYT-IOG.2WT EL-tgjy EXIST UNIVBOUNDARYUNEJ.LEGENDJ.J.mmg u a msmc UTILITY HANDHOLEExlsnNcUTILITYPOLE EXISTING LIGHT POLE ExISTING wATER GATEExIsnNcHYDRANTEXIsnNcWATERLINE EXISTING GAS GATE EXIsTINc GAs LINE ExIsnNc UNDERGROUND ELECTRIC EXISTINc CATCH BASIN EXIsTINc DRAINAGE MANHOLE EXISTINC STORM SEWER EXISTINC SANITARY MANHOLE EXISTING SANITARY SEWER EXISTINc SIGN ExISTINc IRON PIN (FOUND)EXISTINc MONUMENT (FOUND)ExISTINO SPOT GRADE ExISTTNG CONTOUR EXISTTNG TREELINE LIMIT or WETLANDS PROPERTY LINE EASEMENT LINE ’1.51.:8} wT EXIST.15'HOPE ac REOONNECT To NEw DRAINAGE STRUCTURExSECTIONOFSIDEMLRawRaTo3EREMOVED \*EXISTL SECTIONS or HOPE To 8E REuovu) BAG<FILL EXCAVATTON w/STRUCTURAL FTLL PLACED IN LIFTS oouPACTEO To 95x t:--- a-¢ sI,-TREES a:SHRue rov BE REMOVED a: R Emc ATED pRoposED‘UNIT 7D/7E BOUNDARY LINE §s UNIT 7EAREA:54,690 S'.F ————————OR 7.26i ACRES —A ¥ L) qq yXi§5 T‘s $*Jm o Oto <0l” O a E ' D‘ oI.E O o *_'\'\to 44 -/\bQ) mU c00Tam < >m ‘° Q,m V £10 3D D EXISY.DMHAnquTF=1062 I~I g‘ Fl=§2L7 OUT A3" EXISY DMHwhoa}FLKVJ.7 WfL=9J6 OUT , BOUT a:CAP PILE To 3E REMOIIEO \W/’ UNIT 7D EXIST.56‘HOPE EXIST.OJIOE’RAIO RETAINING AREA=47,970 3F—WAU~CONCRETE SIDEWALK OR 7 70f ACRESANDRAILTO.BE REMOVED “l EMS?DMHW-YODJFL.94 l WFLhJiy:our EXISV DMHTr=ni1 IFLr9‘I8 CUT ExIST 36‘HOPE E REOONNECT To NEWiDRAINAGESTRUCTURE '..,\\I'IIS.II I’VIII‘II EXIST.CEW=1DZ€FL=104.5 £UBVRLSCHK‘/ W \Exlsx‘MH 'I.Evergreen Walk LLC Exhibn Plan PmposEd Unit Boundary TE=10JII N Unit 7D and Unit 7E Evergreen Walk South Windsor FL=§52 IN ConnEcHcut EX—JOZ Daw l—O7~2019'By Fuss &O'Neill:Il-‘EEI our 2 Evergreen Walk [LC Exhibit Plan Prapostd Utihiy Q)l.) C.)CZggia; ‘E‘o x Q E E’3 3 0 RQ)d o l—U .944o 6 R §UE wc gmiuO'- I 8c N O3“\L”‘3 t0 .§o '\ a 19 0 ZE§3:‘E 3 .E S -‘0 &x '\ 6 'UQ)E f,3 N Q)d 3 wo Qo £OsIi ESSEJEJIEEEEETIES‘IQRE‘III.IL I WEIQWCTDC r,IVAJER Ca‘.'AGE 2T5 Hm EXlSf CETrxi'oz4FL-IOJ.'2 w 1,The purpose ox uus plnn Is Io 5how me en'sting FLKIDZ.6 BU?conditions and propcsed demcliuon as Shawnhereun; 2.Unii Lm:Boundary and Easement lines shownhavebeancompiledlrominformatinuprovidedbycums;sam unit boundary Ilne has no EXISI DB£C3 aimgnsions gs show-n on Map Reference III;W-Y04JI‘L-1UI ‘0U7 fL=99 1 W 3,Parcel Is nut located In a special flood hazardFL:99.D OUT zoneuz chance a!fined)per Flood InsuranceLeMap,Harrow Caunzy Connecucut panex nomM("AI 05003CDEB3F effective dale 9—25-2005: 4.Honzonml datum bnszd on NADBS,Elevationsbasedonmappingproviaebymssa:0mm, construction will be done an this Sim priur mutilitymarkout"Can Befure You Dig 1—500-922—4455" Existing Conditions 6c Demolition Plan EASEMENT TABLE: GRANTOR I GRARTEE I TYPE OE ESMT,DATE FILED VOL/PG GRAPHIC SCALE TO YHE BEST 0f MY KNOWLEDGE AND BELIEF THISAMAP(S SUBSTANIIALLY CORRECT A5 NOTED HEREON.iiiii EXIST1NCSITECTWATERCOMPANYWATERuAINEASEMENT 2405/219UNIT7Ek3£TBAP CONSTRUOTTON PROPOSED This survey and mAp has been prepared in accardance with Seciions ZD—EDOb—l Lhru 20—300b—20 01 Lhe Regulatians oi Connecticut State Agencies —"Minimum Standards for Surveys and Haps in Lhe State o! Connecticut'as endorsed by the Connecticut Association Df Laud Surveyors.Inc;It is n Compilation Plan {comm-mug w HorizonLeI cuss O A:a Topographic Survey contarmmg Lo Class T 2. %. 7121's document and capjes unreal are valid only i1 they bear uze ave Signature and embassed sen erumdesignatedprofessionalUnauthorizedshamansmnderanydeclarationOsmannuuandvoid S\Ad\2019'ca liCwD3\ZUI9OG9- Ckhlcoseer Pi\RdrapeesHs;o iD2910\DO§wasgnr- dwg \\ \UNIT 7B\‘-\\ _\ ’fh‘pa'. Ms; 1 The purpose ox um plan is io show the proposedimprovementsasshamhereon. 2.See Sheet 4 for add)§.ionul uuks, 3.A11 underground uumy locations on un’s phu arcapymn‘mabe and may nal be compxem.Anyoneusingnusmomuuanm'Lhouz veruymg thelocslionsdoessaatthe"Own risk.No TYPE ‘wRB consirucLion Will be done on this site prior toulilliymarkouL"Call Belore You Dig RAMP 12'MDE WHITEPuma)STOP BAR a: 8T0?gm SAWT PAMTm '1‘TACK COAT EDGES PRIOR ToINSTAuJTTONOFNEWPAVEMENT é, ‘1 xx. TYPE 1 CURBWP ' m 1~-500>922~4455~. PROP.MPORARYcousmucnmEASBAENT ‘LEGENDa-—_—.’_.,\$u x) INTEGRAL couc.DUMPSTER — sDEWALK at CURB ENG.0$URE ,v —v- ~——«¢.n-L w — FP — i UG i——s —— ‘—o E; PROP.UNIT O EX‘STINB ummr HANDHOLE Ex1sTINc uTiuTY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE Exusmc SIGN PRoPosED FENCEEXISTLNGHYDRANT ExusnNc WATER LINEPROPOSEDWATERLTNEpRoposEDFIRESERVICE FROPOSED UNDERGROUND UTILTTYEXISTINGOASLINE PROPOSED GAS LINE ExISTINO YARD DRAIN EXISTING CATCH BASIN PROPOSED CATCH BASIN ExIsTINc DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED ROOF LEADER DISCHARGE EXISTING SANITARY MANHOLE PROPOSED SANITARv MANHOLE EXISTING SANITARY SEMERPROPOSEDSANITARYSEWER [XISWNC IRON PIN EXISTTNO SPOT GRADE EXISTTNG CONTOUR PROPOSED CONTOUR PROPOSED SPOT GRADE PROPERTY LINE PROPOSED SEDIMENT BARRIER LIMIT OF WETLANDS Ln>4>4 +1 v;u) ‘”q)L vO Ixoif:a”)g cokOtomci9*’—:\°O L—r\L E o «J‘J -/\s ""cof3L3gmm<cogU (Dm v EL) PROP. u"‘n GATE ’0: FLAVOROUNO5,000 SF. i UNIT 7D/7EBODNDARYuNE I .13 u I 5'wIDE sOEWAIx LANDSCAPE ISLAND “A4 SURROLINDING SIM (SEE NONUNENT DETAIL)J U) mQ.0 g Q§.C)N L I ® §===":===‘ T PROP.6'RIO-I :-’. SOuD WHITEPVCFENCE m \i i i REvISONS BY LFffAC CHK {U PARKING CALCULATION ELA’QRIEIISGOééSIEE’éBL:IAggiEIEIERIESCFREc’EIOx“$E€§i§m“BEGIN NEW.40 SPACES OONG.SIDEWAO<'TOTAL PROWDED =4D SPACES (INCLUDES 2 HG SPACE) DATA BLOCK ZONE S BUCKLAND ROAD GATEWAY DEVELOPMENT (OD)PROP.UNIT 7D AREA ~4/970 SF MIN LOT FRONTAGE —200’. 65"BLIILDING LINE 25‘SIDE LINE IO‘REAR LINEMAXIMPERVIOUS COVERAGE —6:17:MAX:BLDG cOvERAGE A 307. MAX HEIGHT —30‘ PROP.BLDG.HEIGHT —26’i (I STORY) UNIT 2 ?LMT5CH£D’H£’£ Q;In U 2Ciu)> Q)§<'9 O x QSA:E w 8 o ‘4:‘0‘&.o E g Cg§0 c gmm%'— I 8C Q?“5a I'iJ 3 ‘2 g s)D ‘E .E §3$E x I\m —J:NO44'U g 3 agd U g (2 Eo S 2Q)9 £a:> RI UJ Layout &Landscape Plan 3w N0.BOTANICAL a:COMMON NAME SIZE GRAPHIC SCALE TO TH[BfST OF MY KNOMfaCf AND BELIEF TIT/5 DAT: s—26—19mI,m 29 In an 3 Prunus Sargentii 'Kwanzon'Min.1—1/2”COL (Kwanzon Flowering Cherry)Min.6',96$ (1N FEET )l inch =20 fl ,2 TRANSPLANTED 3'EVERGREEN MAP IS SHESYANWALLY CORRECT AS NOWD HEREDN. This survey and mAp has baen prepand 1n acCDrdAnce with Sections 20-300b—l thru 20-300b-2D of LheRegulauonsolConnecucutStateAgencies—*mmmum Standards Ior Surveys and Mops In Lhe SLoLe o1ConnecLIcuL'as endowed by the ConnecLIeuI ASSocinLIon or Land Surveyoxs.Tnu.IL i:u Coxnpnauan PlancontormjngLoHorizontalClassDkaTopographicSurveyconrormingtoclass1—2....%... This document and Copies Lhcmol are vnlid only i/they bear (he live signalun!and gmbosscd seal ofthedesignatedprofesswna].Unautbolized altemUoDs mnder any declaratiun hereon nuU and Vold. zolg—oog SHEET 5 of 9 S\Ad\20§1ca I(M30\20l9009g Clhtoceser PmWrmpesusso D\2019009rwamgs- dwg \\ \UNI T 7B'\\ \4/’’MATcH EXIsnNc (TYP.OF 2) \\\\\ .\usnu.suLT SMXS IN ass PROP. TVPE 11F=1om5o FL=942i FL-93.5o TYPEcum c DBLaAsm GRATE CONNECT To cooao.Bast a£c.w/dnuwPHONE conNecr To EXIST.GAS LATERAL(15'MATCH Exist)moan.w/EvERsouRcE(36'),A cwmmgsngNG VER East SANITARY gar;urauL g2 sANITARV ovER sTORu=97 75 (a'SANITARY)INFORM ENGmEER OF Risuus FL=93:64 (35'STORM)I4’—a'Pvc soR—35s‘s‘sn 5c CABLEcouPANIEs mANouTs To a:INsTAuEJ ouMPsTmaAa.-310'—6'Pvc SIM—35-a£v.-I03.7 my AT mmE POINTS AND MIN. Ioo'INTERVALS,TYP OF 4 swan PAvaIQITINSTALLPERMANBIT PAVENENT PATCH PR0I>I DMNJ (5'DIA)TF-Io2.ao FL-Qut (MATa-I EXIST.) CONNECT To EXIST.LATERALcoORDIw/CT.WATER COMPANY coNNECT To ExIST.wATER MAINcooRo.w/CT.wATER COMPANY - SAWCUT PAvEMaIT S=a72z 166-36'HoPE 102536“HDPESsoISQx, ECI‘DTC ‘0 .05 m -q ‘ SMHI (4‘DIA.)TE=953 I I FL=9¢I3 n_-a6J (6") (3') INSTDE DROP i _.\TS .I'. ‘‘—_’'I Rm.“<5'w).z ‘ bqq 4d ISu;::g Ov-'\ 9‘ sQ:C_O‘9 wm l oS § c 5 f‘: lll H ‘0 {K m .A u?§§ Q,Lo <V c In0 OL3 ’00 PLAYGROUND5.000 SF. INSTALL PERMANENT _/‘PAvEMENT PATCH U)(ORIo § Qe.QON i 1'E FL=94.10I 30'—36'HOPE3-0.671"l I l PROP.DNHI (5‘DIA)’ TE-IOOO fL=94.3¢(MATCH’EXIST.)é IO lag 20'—12‘HOPE/“s-mx’73‘—12'HOPE 3-1.1x REvISIONS EY:LF/TAC CHK.IU LEGEND‘- Cr— T -¢- ./'—‘—W ——FP — ~—UG ———c i i c — Q D u ®=:..=:=::= RL O’-'‘~S“-—-— ”5'5 135 1J6 ——-—-m m m m GORE—BORE'5c CONNECT ' To EXIST.OMH .‘r.I .7 FL-IOOO(w/mm TF-I’osgcOvER - " .. I ExISTINC UTTLITY HANOHOLE EXISTINC UTILITY POLE -—\FL=IOO:OExISTINGLIGHTPOLE\ PROPOSED LICHT POLE ExISTINC SIGN PROPOSED FENCEEXISTINGHYDRANT EXISTING WATER LINEPROPOSEDWATERLINFPROPO$ED FIRE SERVICE PROPOSED UNDERGROUND UTlLl1YEXISTINGGASLINE PROPOSED OAS LINE EXISNNG YARD DRAIN EXISnNG CATCH BASIN PROPOSED CATCH BASINEXISTINGDRAINAGEMANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED ROOF LEADER DISCHARGE ExISTINc SANITARY MANHOLE PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWERPROPOSEDSANITARYSEWEREXISTINGIRONPIN EXISTING SPOT GRADEEXISTINGCONTOURPROPOSEDCONTOUR PROPOSED SPOT CRAOE PROPERTY LINE Q)Q) O 3 §E> 'Q)S gOa x <( o *4 8E‘ Q)g 0 Eo 4aE a;R R 3 ’_§gc :1°w '§ W I 8c gQR o tug E v x:g Ln O \— 9 p1 ‘E E o§E EO)ié 3 k 39g " §T3 g 3 aQ)t3 C £o : g g 2 §O $ PROPOSED SEDIMENT BARRIER i i i LIMIT DE WETLANDS P3 PERMANaIT SEEING Mil.TS TEMPORARY SEEOINO I The o1 This plan is Lo show the proyasea Gradingmg;Utility CE CONSTRUCTTON ENTRANCE purposeimpruvemems as :hown nemo .70 THE 3557 OF MY KNOWLEDCf AND BEL/Ei-THIS M 5—25—19GSFOEOTEXTTLESILTFame2SecSheet¢[or addiiinnal notes:GRAPHIC SCALE [P INLET PROTECTTON 3 All underground utility Iocatlons an this plan are 2.,a m m .a m appwmam and may Oat be complete.Anyoneusingthismxonmuunwithoutverify-mg theloCuLlonsdoessoattheiromrisk.NoconstructionwillhedoneonthisSiteprior to (m FEET )utihty mark OuL "Ca”Before You Dig 1 Inch :2U IL l—BOO*922*¢455' MAP /S SUBSTANTIALLY CORRECT AS NOTE-D HEPEON.II This Survey and map has bean prepared u:accordance WiLh Sections 2Dii00b;ldYJ11‘I;l :0,;3?:ebiszigteoio;he§§§§iiii§n°ifii§i§§$i§méicunmmmgLoHunzunmx class D €iil3§2cmkaTopographm ‘IQLZZ’KEORZRZEE Survey cumming éETZZC“Loyoclass Tiz.u §a Compnman mm C..><... Tm:document and copzes thereof are wand only 1.!may bear the bve szgmture and embossed sea]or the designated pmressjonal Unaumamed alters Liam reader any declaration Eamon mm and mm SCALE 1'-2O' W zolg—OOS Shiil 6 of 9 S\Ad\0219ca lCm3D\201900§- lChtuceser PWmropEseusso Di90\20109wrsgna- Dildheswg PERMANENT SEEDING (PS) SPECIFICATIONS Time Oi Ywr sewing dams in Connem‘mm am normany Apm !through June 15 and August 15 mmugh October L Spring seed;ngs give meheyresunsandspnngseeding:cf an mixes mm legumes is recommended.mere ore two exceptions in the abave dates. The irrsi exceptisn is when seedings win be made in the areas oi Canneciicui known us the Coaster Siope and the Connecticut River Valley The Coastoi stope inciudes the coostni towns oi New London,Middiesext New Haven.and Foirtieia counties in these areas,with the exception ot crown vetch (when crewn vetch is seeded in tote summer,at least $51 or the seed shouid he hard seed (unscurmed).the tindi iaii seeding doies eon be extended and udditionut is days.The second exception is trost crack ar dormant seeding.the seed is uppiied during the time ot year when na germination con be expected,nermdtiy November through rehruary.Germination wait take piace when weather conditions improve.mutching is extremely important to protect the seed from wind and surluce erdsian and ta arevideerosionprotectionuntiltheseedingbecomesestablished. site Pregarauai-i Grad:in accordance with the Lartd Gradirtg measure which ts in the Cannecticut Guideline:For Soil Ernsion and Sediment Cantroi iolesi ediiion. Inslcli UH necessary smface wuler cmiirois. For areas to ne mowed remove all sartoce stones 2 inches ar lgrger Remove uii other dabris Such as wife,Cable Use VoolS pieces at concrete.alods.lumps.or other unsuitable material ' Seed Selecaen Lawn Areds‘Premium seed Mix Icr Sun and Shade, WApplytopsoil,ii necessory.in accardance with the ioosailing measure which t5 in (he Conriecticu‘Guideiinas For Sail Erosion and Sediment Central inlesl editlon. Apply ground limestone ond tertillxer ocooroing to soil test recommendations (such as those ottered oy the University ot Connecticut sail Testing Laborotory or other reliable source). Where sail testing is not leosiole on smoll or variable sites.or where timing is critical.lertiiizer may be opoiied at the rote at mo pounds per oere or 7.5 pounds per l 000 souore leet oi ioeioela or equivalent ond limestone oi 't ions per acre or zoo pounds per moo sauore leet Work lime ond Iertilizer into the soil to a deoth oi 3 to 4 inches with o disc ar other suitaole equipment. inspect seedbed just oetore seeding 11 the soil is compacted. crusted or hordened.scarily the oi-eo prior lo seeding Seed Appllcu/on Apply selected seed ot roles per monuloclurer's recommendations uniiormly by hond.cyclone seeder,drill, cultipoeker type seeder or hydroseeder (slurry including seed. lerlilizer),Normal seeding depth is from 0 25 to 0.5 inch. increase seeding rates by ioz when hydroseeding or host crack seeding seed warm season grosses during the spring period only, Mulching See guldciines irl the Mulch For Seed measures MAINTENANCE inspect temporary soil protection area at least once a week and within 24 hours oi the end ol a storm with o rainfall amount oi o 5 inch or greater during the nrst growing season Whgre seed has b:=n movcd Dr whgre Soil erosten has occur‘red‘ determlne (h:cause o!the failure and rgpgir as needed. TEMPORARY SEEDING (TS) SPECIFICATIONS Slfe Flealr lnstall needed erosion control measures such os diversions. waterwaysgrad:Slabliiza‘tibh in accordance S‘ruClures with Scdlmzntatlaft the‘approved pion- huslns end QIDSSGd crode according to plans and ollow ior the use oi apprapriole equipment ior seedoed preparation,seeding.mulch opplication ond mulch anchoring. SgedbedFNa ¢n Loosen the soil to a depth or 3—s inches with a slightly roughened suriaoe Ii the area has been recently loosened or disturbed,no further raughening is required Sail preporotioncanheaccomplishedbytrackingwithahulldozer,discing harrowing,raking or dragging with o section oi chain link lence Apply ground limestone and fertilizer according to soil test recommendations (such as those altered by the Uniwersity ot Connecticut Soil Testing Laboratory or other reliable source), if Soil testing ls not leusible on small cr variable Silas,or whare liming is critical.iertilizer may be applied at the rote at 300 pounds per acre or 7 5 pounds per Loot:square ieet oi IO-lO-IO of equivalent seeding Apply seed uniiormly by hand.cyclone seeder,drill,cultipacker type seeder or hydroseeder The temporary seed shall be Rye (grain)opplied at o rote oi izo pounds per ocre lncrease seeding roles by 107.when hydroseeding, Mulching See guidelines in the Mulch For Seed meosweS. MAINIENANCE inspect temporary seeding oreo at least once o week and within 24 haurs oi the end oi a storm with o rainioll amount ol a 5 inch or greater ior seed and mulch movement ond riil erosion. Where seed has been moved or where soil Erusion has occurred, deiermine the cause cl lh:luiiure and iepuiv as needed. MULCH FOR SEED (MS) SPECIFICAHUNS Materials types ollilluteheswithin this speciiicotion include.but ore not limited tor they:the dried sten-is and leoiy parts oi plants cut ond harvested.such as oliolia.clouers,other iorage legumes and the nner stemmed,leoiy grasses the average stem length shouldnotbelessthonitinches.Hay that can be winoblown should be anchored to hoid it in place, 2.5lrlW.CIR and dried S‘cn’is cl herbaceous piantS.Such us wheat.barley.cereal rye.or brome,ihe average stem length ShOum "Oi be 'QSS [hail 4 inches SHOW ‘hai Can be Windbiown should oe anchored ta hold it in place. sceiluiose Fiber Fiber origin is either virgin wood. postiindustrial/preeconsumer wood or post consumer wood complying with materials specihcolian (collectively referred to as”wood tiber"),newspaper.kratt paper.cardboard (collectively reierred to as "paper noer‘)or a combination ot wood and paper hber Paper iiber,in particular.sholl not contain boron. which inhibits seed germination The cellulose noer must be monuiactured in such o monner that otter the addition to ond agitation in slurry tanks with water,the fibers in the slurry become uniiormly suspended to torm a homogeneous product,subsequent ta hydraulic spraying on the ground,the mulch shall allow tor the absorption and percolation at moisture and shall not iorm o tough crust such that it interieres with seed germination or growth Generally applied with tockiher and iertilizer.Reler to manutacturer's speciiications tor application rates needed to attain bozsssz coverage without lnteriering with seed germination or plont growth Not recommended as o mulch tor use when seeding occurs outside oi the recommended seeding doles. recliners within this specification include.bul are not limited to: Water soluble materiols that cause mulch particles to adhere to one another.generally consisting ai either a natural vegetable gum blended with gelling and hardening agents or a blend oi hydrophilie polymers.resins.nscosiiiers.sticking aids and gumsGoodiorareasintendedtobemowedCellulosetibermulch may be applied as a tackmer to other mulches.provided the application is sufficient to cause the other mulcnes ta adhere to one another Emulsiiied asphalt;are speciliulty prohibited tor use as tackiners due to their poienriot tor causing water pollution iollowtng its application. iiletiings within this speciiicalion include.but are not limited to Prelobricoted openwork tabrics made of cellulose cords.rapes. threads.or biodegradable synthetic material that is woven. knotted or molded in such o monner thol it hol mulch in ploce until vegetation growth is suiiicient to stabilize the soil Generally used in areos where no mowing is planned. Slte FreEIallan Grade decor ing to plans and allow ior the use oi appropriate equipment ior seedbed preparotion.seeding.mulch application and mulch anchoring, Application Timing:Applied immediotely iallowing seeding Some cellulose nber may be applied with seed to assist in marking where seed has been sprayed.but expect to apply a second application al ceiiuiase llher to meel (he reQuiretrtgnIs oi Mulnh For SEtd in Hie COHHCCUCU!Guidelines For Soil ErOSiDH and Sadiment Caniroi latest edition. spreading Mulch moteriol shall be spreod unilormly by hand ormachineresultinginbox—951 coverage oi the disturbed soil when seeding within the recommended seeding dates Applications that are uneven can result in excessive mulchsmotheringthegerminatingseeds.For hay or straw onticipote monuracture's an application rate recommended oi 2 tons application per acre roles For cellulose to provided itber iollow aozsssz coverage. When seeding outside the recommended seeding dates increase mulch application rate to provide between aszetooz coveroge oi the disturbed soil Far hoy or straw anticipate an oppiicatianrateto2,5 to 3 tons per acre. when spreading hoy mulch by hand.divide the area to be bales mulched oi into hay in opproximately each section'to l ooo iocilitote sguare ieet uniiorm and distributior:place is 2 For ceiiulose hber mulch expect severu sprdy posses to ottoin adequate coverage.to eliminate shadowing.ond to ovoid slippage, Anchcll Emacl “he negd for multh anchoring niang {he shoulders ol actively traveled roads,hill tops and long open slapes not protected by wind breaks. wrien the netting using maintains netting the substantial most critical contact ospect with is the to underty’ng ensure that mulch and lhe mulch in (urn moinloins Coniinuos Con§oCl will the soil surioce.Mthout such contact the moterioi is useless and erosion con be expected to occur ‘ MAINTENANCE lnspecl mulch lcr sEed Glen at leusl Once a week and wilhln 24 hours of the end o!a Siorm wilh o rainfall amounl of 0.5 inch or greater until the grass hos germinated to determine maintenance needs. Where mulch hns baen moved or Where Soil erosion has DCCUI’fed dete'mlne ille Cause El lhE lailure and repair as needed. ' DUST CONTROL (DC) SFECIFICATIONS Mechanical sweeping Use mechanical sweeping on paved areas where dust and line materials accumulate as o result oi truck lraiiic.pavement saw cutting spillage. and wind or water deposition irom adpcent disturbed areas Sweep daily in heavily traveled oreas. Water Periodically moisten exposed soil surloces an unpaved traveiways ta keep the trovelwoy damp. NoneAsphaIric sari raciniier Non—asphalllc Soil laddfler CMSlSlS Gl-Dn emulsilled liquid Sail slabiliIEr oi organic.inorganic or mineral origin.including,but not limited to the follDWing:modllled resins,Calclum chlDt’lde.complex surlaclanl copolymers or high grade latex acrylcs The solutions shall be noneasphaltic.nan toxic to human.animal and plant lite.non corrosive and nonnammable Materials used shall meet local state and lederol guidelines ior intended use.All materials are to be applied according to the manutacturer's recommendations and oil solely guidelines shall be followed in storing.handling ond applying moteriois MAINTENANCE Repeat application o1 dust control measures when iugitive dust becomes etndent. SOIL ERSOION 8c SEDIMENT CONTROL NOTES The contractor/developer shall noiiiy the iown Engineer ond/or thelwWAAgentatleosttwoworkingdaysbelorethetollowing: Start or construction lnstollotion or Eds measures Completion ol site clgaring Completion oi rough gradingCompletionoinnalgrodingCloseoiconstructionseason Completion o1 iinol landscoping Completion oi cleorlng limit demarcation prior to the removal oi construction Eats control measures All soil Aroslon and sedimenl central work shall be aane in strict accuidnnce with the Connecticut Guidellnes For Soil Eluslun and Sediment Contral Iatast edition taogmsltihbruisia Any odditional erosion/sediment control deemed necessary by theengineerduringconstruction,shoil be installed by the developer in addition.the developer shall be responsible ior the repair/replacement and/or maintenance oi all erosion controlmeasuresuntilalldisturbedoreosarestabilizedtothesotistoctionoithetownstart. All soil erosion ond sediment control operations shall be in place prior to any grading operations and installation oi proposedstructuresorutilitiesandshallbeieitirioioceuntilconstruction is completed and/or area is stabilized in all areas.removal of lrtcs bushes and other vegetation aa well as disturbance at the sol!is [In be kept to an absalu‘a minimumwhileallowingproperdevelopmentoithesite.During construction, expoie as small an area at soil as passible tor as short a time as possible The developer shdl practice eltectlve dust control per the soil conservation service handbook during construction and until all areasareStabilizedorsurtncetraatedThedgvclopershallberesponsihle iar the cleaning oi nearby streets as ordered by the town,oi any debris iram these construction activities. All till areas Shall be Cnmpacted sulticientty far their intended purpose and as required to reduce slipping.erosion ar excess saturation,Fill intended to support buildings,structures conduits. etc.shall be compacted in accordance with local reouirements or codes. Topsail is 1c be stripped and stockpiled in amounts necessary tocompletetinishedgradingoioiiexposedareasrequiringtopsoil lhe stockpiled topsoil is la h:lucutad as designutcd on the plans.TapsDil shall not be placed while in a lruzen or muddy condition.when the subgrode is excessively wet,or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding Any ond all till material is to be tree ol brush,rubbish.timber.logs vegetative matter and stumps in amounts that will be detrimental taconstructingstablel'iils Maximum side slopes oi esposed suriaces oi earth ta be 3.1 or as otherwise specilied by local authorities .soil stobilizotion should be completed within 5 days oi clearing or inactivity in construction. ,Waste Materials —All waste materials (including wostewater)shall be disposed cl in accordance with local,state and federal law.Liticr shall be picked up at \hE end cl each work day. The Contractor shall maintain on—site additional erosion control materials as a contingency in the event at a iaiiure pr when required to shore up existing Bups At o minimum the on—site contingency materials should include 30 ieet at sill 'tence ond 5 straw haybales with lo stakes, Prtmscr.The Learning cigoarience Academy at Education Locumx:Lind 7i).Evergreei Walk PROJECT DBCRP'HDN:Construction at a Daycare Facility Plutcn.mx ios ocres mpoxsnm:Pmoutma Erie spungin (550)969:949t Emstolt AND smmm-comet.PLAN mum m.Russo a Associates.LLc ctmcmsr work Description incense Install contraction A.abowa onentranceplea insuu pertmeter he shown onsedimentbamerspica Install coda-dent A:installed,barrier at.CB bole:at yard dmios As insLelled. SOURCE:U.S.DEPARTMENT OF AGRICULTURE.SOlt.CONSERVATION SERVICE.STDRRS.CONNECTlcU‘i GEOTEXT/LE S/LT FENCE (GSF) NOT To scnti oilt Sack -1ype B l u-ziciir iiiir-ti ’tl::l:i:i MSitr SACK SHALL 5E SIZED m nr EACH lNlIT cRAn'{smctt OR Dot/BL!) is sfAElL/IED MTH vzcsunwi Allin/u?COMPACT'ED PROCESSED s70~E BASE. CB GRA TE /NLET PROTECT/0N (S/LT SACK) net To scAt£ Stone On Filte r Morafl'l40(N) Fabric 4“Thick Min. g ss-\<r\s ANTI-TRACK/NG EXIT PAD DETAIL (CE) not ‘lo scALE bostnn k SedimentControlileum: Dots Installed lama):Date Removed Lame}: install hey Wmcr air MEASURE locouoa neacnpttoo or Number Dole Initial: DoLe pt bmundbmblrtn:tor protect; Dole pt lmai slehttiuti n. PROJECT NARRATlvE AND consmuciictl SEQUENCE This praject is located on Unit 7D,on the west side ol tamorock Avenue pt Evergreen walk in doycore South Mndscr iaciiit'y Connectlcul The suggested Th: scheduleprapascd oi activity construction is th: is construction as tallows: cl a 10.000 square loo! Phase 1‘ C‘lhtoceesr Ptiroperes, LLC 56 Etas iMan Sttree Avon CT 06001 3(860 7675607~ l install construction anti—tracking pod (CE). 2.lnstail sediment barriers (csr)at project perimeters where downgradient trom sitedisturbance, 3,Periorm demolition oi existing ieotures coiled tor removal on the plans.Relocate existing drainage outside at the proposed building and playground iootprint as shown on the plan4,strip topsoil.stockpile suitable amount ot topsoil tar reuse an—site in areas shown. Remove excess irom site.stockpiles shall be surrounded by sediment barriers (53F).5.Place and compoct hil to establish subgrades. e Begin building construction 7 install site utilities lnstoll silt sacks at new catch basins and hayboles at yard drains as they are installed. B.install parking lat base.9 lnstoli concrete sidewalks and dumpster podloPavebindercourse. ii,stabilize remaining areas to receive topsoil and pennanentiy seed os soon as possible.12 install landscaping. l3.install pavement top course in all areos.Sweep binder course and apply tock caot prior to placing pavement tap course. l4.Apply paint striping,l5.Remove sediment barriers aiter site is luily stabilized Construction oi this site is anticipated to begin in the summer oi 2mg.pending approvalsTemporaryerosioncontrolmeasuresshallbeinstalledpriortoanysoitdisturbanceandmaintainedthroughoutconstructionuntilsailshavebeenstabilizedwithpermanentvegetation. The Contrnclor shall keep the area at disturbance to d minimum and establish vegetative cover on exposed soils 0s soon us prcctical All so'll and erosion control measures shall be installed arid maintained in accordance with these plans and the 'Cannecllcut DEF Guidelines lcr Sail Erosion and Sediment Control",as amended.The Contractor shall verity ull condiilans noted ontheplansandshallimmediatelynotiiytheEngineerotanydiscreponcies The developer shall be responsible tor the repair/replacement/rnotntenonce oi all erosion controlmeasuresuntiloildisturbedareasarestabilizedAccumulatedsedimentshallberemovedosrequiredtokeepsiltlencelunctionol.in all cases,deposits shall be removed when theaccumulatedsedimenthosreachedone—halt above the ground height ot the silt Vience This material is to be spread and stabilized in areas not subject to erosion.or to be used in areas which are not ta be paved or built on.Silt tence (GSF)is to be replaced as necessary to maintain proper littering action.Silt ience (gsi)are to remain in place and shall be mointoinedtoinsureellic‘ient sediment capture until all areas above the erosion checks are stabilized andvegetationhasbeenestablished REVNWS EY:TAC CNK.JEU PO$T CON$TRUCTION MAINTENANCE NOTES: The property owner shall be responsible for performing the lollowlng postconstructionmaintenanceschedule: 1 Catch Basins —AII basin rim areas and sumps shall be kept clear ol sediment. trash.and debris,All catch basins shall be inspected annually between Muy lst and September 15th ond sump:Shall be Cleaned when the depth of accumulated material exceeds l loot.Accumulated sand.d‘lrt ond debris shuli be disposed of olimsile in a proper manner. 2 Storm Drainage Pipes and Structures —All storm drainage structures and pipesshallbekeptinproperworkingcondition 3 RipvRop Outlet ~The area should be inspected at least semi—annually and after substantial rolnlall events.The area shall be Cleared ol all sediment deposits arid invnsive plant species.Damage ond deterioration ol the urea shall be repaired immediately. GD: Zone Sou th Widnsor, Ctitonneccu Liearnng The Eixperence Adcaemy f0 Edtiucaon Eerevgren Wlka 7E Utin Tkamarac Aenuev — Map 27 15 Lto Erosion 8c Sediment Control Notes/Details M 6~26—19 m AS NOTED W 201 9 —009 $IET 7of9 d n r-... FILTER Fm STABILITY AND BAWFILL THEFABRICSELFCLEANING.AND CWPACTEXCAVATED SOIL FLOW CDMPACTEDEACKFIU. Eaua BOTTOM OfDRAINAGEWAY i i l i l i od l.i ’a'cubedri.PDtNTS “A.SHOULD BEHIGHERTHANPOINT‘5'i i ELEVATION s maMRS54’mac {WP} 2. r‘vl/T EH CONCRETE CLASS I NOTE:FINrSH PER TYPICAL sJDEWALK DUML SCORE LKNE Hm‘-m'um -.am m um ~am (m I‘9' m u/‘s' 3'Fm v1—u/2'an cmni (1&1 E.1/2“BAWER wIDTH PER PLAN 5’CDNC.SIDEWALK A /', “Wm Um/1/2'R PER Pom PncH gg‘aé'EE'NTRNNEDv’' ‘ /I.”IMmiUs!mm W15W \I E m a:sunl/.E.mm S10NK EASE I”A :1/4'1/—3, ,mt an(m mm)15m P9 s'nH/r m u/In ”/44 1 I”I I A a " :.:.:.:.:.:.:..-.:.:.:.:.;..5” rm.7 PRocggs smnE 5'—q§ C.) qQ .J m‘Q)$s.O‘—N ‘e +,o o1a R $m _ w C O(D (D m l o U "‘1‘E I—r\Q“O (D4.. 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Detail Sheet.-'’t (CAST TRUCATED DOMESTNCONTRASTINGCOLOR)7..6'MIN EEEEEEEEEE TNSTALL PER MANUFACTURERS INTERIOR WALL OFMANHOLEORRECOMMENDAUONS NOTE SPACE JOTNTS 10'(+/-)‘BUT NO LESS THAN 5'\END CAP I .STRUCTURE —CAST CONCRE TE CURB YARD DRA/N DETA/L CORE &BOOT CONNECT/ONNDTVOSCALEAmmmuNETSNOTTCSCALE m 5—26-‘9 SON; AS NOTED W 2019*009 SOELT 8 of 9 ADJUSY To GRADE Mm cwRSEsorseucxs9RcoNCcaADmc Rmcs sump/mpcmrwuwcumHmmmy: VARIEs mmg k com? ours/Drm mw or ymnmmvwnn no~s i 16',l LocK/Nc coma i I 5'To ‘2':3 J'an GROUT POSTS \N ¥CASHN~PLACE SLEEVES (TYP OF 6)CONE,PAD {BRoou FIMSH) CHAIN LINK FENCE 5'H‘GH w/PRIVACY SLATS (Max.4 smcx COURSES) ALUM‘NUM STEP cow srrnoN a. SEE mum nEwLs Er J. 5,* VAR/Es RISER s€cno~(s) nu.FER Ppw5Eo5 F F F F THREE Io OAL.GALV.50H STEEL msnu mEE Puma PRUNE .A I an wIRE ANCHORED w/2‘E4u2‘—s'ALL oAMA§OR BROKEN BRANcnEscmARsukESPACEDEouAuJ 5E1 cnow mi RoomALL AT 2 PLY l/2~DIA REINFORCED RUEBER HOSEAsEmu/RED suRRowomc nNIsn GRADEIrINNEAWan5011.5 sEA1IAaovEFINISHGRADE BEroRE 3'sHREDDED 5AM MULCHuuLcH suxEs 90‘m cuv wnzEs 5'EARTH sAucER PLANTING SDIL MIXTUREROLLSACKmpmIRnorBURLAPCWPACTEDPLANT'NG SOIL MIXTURE NOTES:uNnIsmRBEu wasuREAcE 1 PAVEMENT SUBGRADE SHALL BE EVALUATED FOR STABILITV.WHERE SUSGRADE |$ 3 m 4'WET OR CANNOT BE PROOF ROLLED WITHOUT SlGNlFlCANT RUTNNG OR MOVEMENT,EVERGREEN TREE PLANT/N5EASE5Ecn0~ADDITIONAL STABILIZATION MEASURES MAY INCLUDE INSTALLkTION OF CRUSHED STDNE A10?A GEOTEXTILE A5 DIRECTED BY THE GEOTECHNIEAL ENGINEER. 27 JOINTs SHALL BE PLACED AT MAXIMUM 10'SPACING NUT TO SCALE 3 SEAL JOINTS EITUHASUC L) Q Q 4d .3vi H $L 5o mgA.) 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CLEANING IMvEm FOR SANITARY aown RuaamGASKET.IIxNY SE C TI ON News: I TOP aELowELEVATION cow APPLIEDBITuwNous 2 CONTRACTORIETo‘IAL DEPTH SHALL Is TENsuawT FEET CERTIFICATIONDRGREATER.ABUTS BITUMINOUS PAVEMENT Io cA GALvV soFT STEEL cw MRE SEALER THAT sTRucTuRE MEETS H—zo Lowwc To 4000 PSI PORTLAND CEMENT CONCRETE STAKES NOTcNEu EoR wIREENCINEERroRAPPROVALRRIcRTo6%AIR ENTRAINEDspIccTaBELLINsTALLATION 2 PLv I/2“DIA.REINEDRCED TREES 2 I 2‘CAL OR LESS HARDwcoDREINFORCEMENTRUBBERHOSESTAKES—2”x2"x5'oPRosITE AND SETSECT/ON A -A INTo suRCRADEGASKETJOINTALTERNATEJOINT N 'I S N T S cwTREES vaREsDREATER ~TH THAN 2 CEDI/2 EDDALCAL T HEIGHT wRARPINsw/sax u To RLSECOND RRANCH ANCHORED w/z x4 x25 CEDAR STAKE SEE LAYOUT EDR suREACE TREATMENT 3'SHREDDED DARK NDLCHCONC,DUMPS TER PAD DETA/L SETFINISH CRowNGRADE DE aEroRERoomALL MuLCHmcAT suRRouNDINc RoLL DACK TDR THIRD OE auRLARNOTTOStME NDT TD SCALE CDuPAcTED RLANTIND SDIL NIXTDREPLANTINCSOILMIXTUREi#DNDISTURRED SDDCRADE 2 _.SET TOR DE RIDE TREE PLANT/N6TDSERVEASBAITLE III I Q PIPE NDI To SCALE REMovE PORTION or DRoR MIN.TRENCN WIDTH D_;E D ,RIPE TD CDNNECT As SHDwN D.D.+2'&5n REVISW$ 5'Rvc SDR—55 NW—WQ FILTERBAFFLEDETAILw/DIN 12UVERLAFI‘M OR EQUAL a‘PVC SDRISS EONCRETE OR BRICKCONNECTIONOFPIPETOMASONRYMANHOLEWALLTOBEMADEWITH I ‘2-M‘N L uza DY-TAc T CHK‘.IEU RDDNDED TOP Q)d) Q C3 0.)>§g :R 8o3U3Q)E LI a O U CEQ§kg C2 ,3m'8 Q I o O §O p”T:§S UE 4 +'O j:gQ) :8 ié g ti. 2°D 0) f 8Q)9 RI NC E -. oD uILa GALv STEEL PIPELLEDwITHCONCRETEMINDIRawALL THIcKNEss BIA PER PLAN FDLL CDToEr LICHT FIxTuRESSLACKFINISHTDMATCH EXISTING KIN LIOHITNG IA/ARs/Iwux THE ARERETIPE —LARGE,ELECTRONIC P LED % SELFRL‘LEANINE INVERT W/CAST IN PLACE FLEXIBLE WANNA-L rm DRoRSEALAPPRDVEDBYENQNEER DNDISTDRDEDVIRMMATERIAL 6‘LATERAL uovzs I PRUmE WARN“:TA’E V2 2‘AEOK TOPPRECASTconc2swamsImLasrlIEAmimm s umnuwznNANHDLEWMTABLEBYME[NWMR OR MULAR FILL H02 DI PLACED ANINIzmas::was:pAvm “as coup n mm In m or Int uAIaIIALs Io sguAxIuw ‘3 WPACI'E pmAREs PAINT wm PRINERAND2CDATsPAINTCOLoRPERowNaI NSITI As DEIERAINED av A STANDARD PRocToR TEST UNDER mama;Rmm“m ax‘SUITAaLE WENOT MATERINL '0 BE FEVOVED AND REPLAJD NT“3/4 WSIEDsmuEAsDIAEcImavENa ,7 SWAIMT 2A ALUMINUMxS'SDUARPDLETDMATONEXISTING 30cc PSI com: F’LAN TYPICAL SAN/TARY SEWER — «V 2P5 FACE OF CURB SEE RAFFLE DETAIL CONNECTION OF PIPE TO MANHOLE WALL TO 9E MADE WITH CAST IN PLACE FLEXIBLE SEAL APPROVED BY ENGINEER NOT TD SCALE 'm wPREcAST SANITART MANHOLE ANCHD 2' 1T 45'DEVEL FINISHEDGRADE I :lu- .-I III III iII II"a STAINLESS STEELPIPESTRAPS MTH TNERNAL TELD GROUNDCADIETDROD ANCHOR DOLTS sl BoLT PATTERN INACCDRDANOEmmLIOHTPDIENANUEACTURERSPECIFICATIONS s“LATERAL R'IoSTAINLESSSIEEI.ANcHDR DDLTS w/INSERTS (Tm) a'PVC SON—35A»DRoP 45‘ELDow ROTAIE aOOwNTD'SEwER INvERT R 5/5 DIA x 7 L CDPPER CRDDNDINC ROD Detail Sheet20'is DARE COPPER OROONOCADLEs/A'IN CONCRETEDASEGROUNDTOPDIEANCHORDOLTEOUIPNENTCOOLINDCONDUCTOR 2‘CONDDIT (I-IPICAL)1 PRECAST CONCRETE DASE DYGENERALCONTRACTORP/PE BOLLARD MIN 24 X?4 XS O IIIAsoIvRv MONUMENT S/GN /SLAND 4000 PSI CONCKTECONCRETEOR5mmmIIIw 5ELFTaEANING (NWRT W/MAM/EL FDR DROP N01 To SCALE SECTION NOT TO SCALE NDT TD SCALE m 6—2619 SCALE AS NOTED W 2019—009 SITEEI 9 of 9 ISSUE NO DATE DESCRIPTION INT REVISION JO DATE DESCRIPTION INT pnorEsSIONAL cEmFIcAT-ION LIcsNs:NUMEEm Anonl Ins EXMMTION DATE:31 Juwmlq MArrHEw n.IANNIEL,AIA.NInA new Numb“- TLEcna-Ias Sale I/a-=I--o‘ Dmwn 5y: Rs Appmw ay. 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EEK is“§5§§X 3 m 51W.;L EE =§$1€mm~AW Q§ixft§i way}$3€§3§§aw jaw mmh‘mla 4m m “gwgémamxivmdjnimy fi%’“F$:E:Egmgw ‘im Twat $y$wm wm Qwmimg kmégi E M ‘Laigwa Einigh ££§pm TG§£gmwdwmmgiamtmwagéwmimimmmzwmggmwrsmnma§tw§ {dry %§é1r;k [3%$mr¥w LEgW iEtaty §m§§%c {EmyW §§£§m£wr SéEwr WW tiaagjm @m" Can.N11,:i3 3L {I}%it}LG :3 $$£3 P5 SW g:53§€m5mma m§w Subjwi§m ggéMaimwE mFmxggs,mimgmzm Quw¥1§i§$33 am}mgwwaai §€m§tmwse {imaswgi wwwtama {1m Law dawéwtiam Fm Welt wwkég IMMMM ‘W lllKIM LIGHTING ALT1 A'titude 2.0 kLaltLspecpdf JOB N OTE S ._____.______..-.___*,,., TYPE APPROVALS SPECIFICATIONS Weight:215 lbs/9.75 kg ORDERING CODE E PA .64 k 14.. 356 mm EPA l i Front View .37_;LI 76mm Side View ED En No Lens 28L-20 3,000 Im 28L.40 5,000 Im 28L-60 7,500 |m 28L-85 101000 |m 54L-95 12,500 |m 54L-120 i5,000 Im S4L-155 17,500 |m ALT1 Altitude AM Amber 3K7 3000K,70 CRI 4K7 4000K,70 CRI 5K7 5000K,70 CRI 3K8 3000K,80 CR! 4K8 4000K,30 CRI 3K9 3000K,90 CRI Distribution FR Type 1/Front Row 2 Type ii 3 Type iii 4 Type IV 4W Type IV Wide SQM Type V Square Medium 5QN Type V Square Narrow 5R TypeV Renanguiar 5W Type V Wide (Round) otatiRon Blank fur no rotation L‘Optic rotation IeT't R‘Opti:rotation right oltag UNV 1207277v 347 347v 480 430v ountin ASQ Arm Square pole A34 Arm mt 33-42“OD poie A46 Arm mt 45-60”OD pole MAF Horizontai Slipfitter 2 3/8"OD arm SVSF Verticai Siipfitter Mount square for 2"pipetenon,(2-3/8 "0D) VSF Vertical Siiptitter Mountfor 2"pipe tenon, (2-3/8"OD.) WB Wall Bracketfor area wall mount Fixture Finish BL Biack DB DarkBronle GT Graphite LG LIghtGray PS PiatinumSilver TT Titanium WH White CC Custom Color' tConsuIt factory Control Options 7PR 7PR-TL 7PR‘SC AD-012 AD-022 AD-031 AD-041 NXSP14F“ NXSP30F“ swewNX5Pw14Fu swpM-ziom‘uxsr’waoFM NXWE 7pin PCR,wireless control enabled 7 pin PCR with twist lock photoeontrol 7pin PCR with shorting cap AstroDIM:50%output at midnight AstroDiM:50%output midnight to 4AM AstroDlM‘50%output 10PM AStroDlM:50%output 10PM to 4AM Wired NX,PIR Gccupancy Sensor, Dimming Daylight Harvesting,14‘ Wired NX,PIR Occupancy Sensor, Dimming Daylight Harvesting,30‘ NX Wireless,PIR Occupancy Sensor, Dimming Daylight Harvesting,T4‘ NX Wireless,PIR Occupancy Sensor, Dimming Daylight Harvesting,30’ NX Wireless Enabled SCL-8F Low voltage sensor for 3rd partywirelesscontrolsvia7PR. Low voltage sensor for3rd party DFSCL-4OF For mounting heights 9‘to 40‘ SCP-SF SCP-40F Kim Lighting reserves the right to change specrficatiorrs Without notice 0 2019 KIM LIGHHNG I 17760 Rawtattd street I Chyof industry I CA 91748 P626.968.5666 I F626.369.2695 I www.kimlighting.com i Rev.Jul.t5,2019 For mounting heights up to 8‘ wireless controls via 7PR, Remote control programablelinevoltagesensor,use with SCPREMOTE Remote control programable line voltage sensor,use with SCPREMOTE Site SyncTM Pre Commission Wireless Module Site Sync with Sensor 9‘to 40'MH Control Accessories SCPREMOTE Options Eacklight Control SF Single Fuse Double Fuse TB Terminal Block CLR HDL5 8C5 Remote control for SCP option.Order at least one per project to program and control the occupancy sensor SiteSync’M on fixture module via 7PR SiteSyncTM Software on USE SiteSyncTM Windows Tablet SiteSyncTM Wireless Bridge Node SiteSync‘M Held Commission Service wiSCAPEW External Fixture Module NX External Contol Node SW7PR SWUSB SWTAB SWBRG SWFC WIR-RME-L NXOFM‘l R1 D-UNV Clear Lens Diffuse Lens Microsoft,Encarta,MSN,and Windows are either registered trademarks or trademarks of Microsoft Corporation in the United States and/or other countries. Not available With SQM and 5W distributions. Not available with other sensor or wireless control options. Not available in 480V. Specify group and zone at time of order.See wwwhubbelllighting com/sitesync for more details.Order at least one SiteSync interface accessory SWUSB or SWTAB.Each option contains SiteSync License,GUI,and Bridge Node. Not available with Type 5 distributions,CLR,or HDL option, Only available in Type 3 orType 5W hwN I I I L gine Ve Mg . IIIKIM LIGHTING ALT1 LUMINAIRE PERFORMANCE Kim Lighting reserves the right to Change spectfications Without notice. @ ‘2 1:9 Kim LIGHm . 9526.96735566 tr F'626.359.2595 1 w BELI.V ‘9 oflndustry 1 CA 9174a _ m 1 Rewm;15,2019 HUB - “ ‘w‘m G ww. FR 14390 1 O 1 O 1 1 0 FR-BC 9577 1 0 1 O 1 1 0 2 13680 2 O 2 0 2 Z 0 2-BC 7313 0 O 1 0 2 0 0 3 13698 2 0 3 O 3 2 0 3-BC 7655 0 0 2 O 2 0 0 No 1 0 3 O 3 1 0 Lens O 0 Z 0 2 0 0 2 0 3 O 3 2 0 01020210 4 O 4 0 4 4 0 14363 3 0 2 0 2 4 0 S4 15,000 120 14399 4 4 0 O 4 2 0 0 1 2 4 4 0 0 13459 1 0 1 O 1 1 0 2 2 0 2 O 2 2 0 3 2 0 2 0 2 2 0 4 1 O 3 0 3 1 0C1ear0320Lens203 13266 4 0 4 O 4 4 0 13434 3 0 2 0 2 3 0 13467 4 O 0 0 0 0 2 4 4 0 0 HDL 3 10892 4 3 0 0 2 2 0 0 2 94 11618 3 0 95 Lens SW 11250 3 O 1 0 2 97 12000 3 0 98 lll{IM LIGHTING ALT1 Altitude 2 .0 kl_alt1 _spec.pdf SPECIFICATIONS Housing: -Low copper aluminum alloy dieicasting is deygmed as one—p‘ece with internal coohng fins. -Solid,cast aluminum wal|creates a thermal barrier between the Optical and electrical compartments. o Motded srlicone gasket throughout insures the sealing between the two compartments and provides ingress protection. -Housing ts deSIgned with integral LED heat sink utilized for thermal transfer and for securing the location of each LED module. -IKO9 rated enclosure protects electrical equipment against external mechanical impacts. Lens Frame: 0 One—piece low copper aluminum alloy die»cast is secured to housing with 6 screws Backlight Control -Optional Backlight Control on each LED module to completely control unwanted backlight. Lens One—piece flat glass lens slips secure With clips. Extra Silicone gasketing is provided to retain a clear optical compartment, Optical Module: -LEDs shall be mounted to a metal printed Circuit board assembly (MCPCB). 0 Optical lenses shall be clear injection molded PMMA acrylic. 'Each MCPCB and optic shall be sealed to the diecast housing and sealed With a continuous one piece injection molded silicone rubber gasket, -Patent Pending design of optical array shall independently shield each LED optic across the length of the aperture ~Optional fixture finish optical surfaces shall not exceed BUG ratings of the standard white finish and shall be greater than or equal to the delivered lumens of the optional matte black optical surface finish. Electrical Components 1/2"Dla Hole'Standard programmable driver allows for programmable drive current settings. -Electrical components are stategically located in the driver gear compartment with a molded silicon grommet seal to provide separation from the optical chamber. -Maximum lightning surge current ZOKA With thermally protected varistor technology.Surge suppreSSion is series circuited preventing Kim Lighting reserves the right to change specifications without notice. re i<iivi Lieenne i‘insaaawiaed-stmet f mafindusiiyiica 9mg‘95253585556 i r625.369.2595 i W.kimiighiing.cmn t Rev.mi.15,2019 total fixture failure.ANSI/IEEE C6241 Category C High. -Open circuit fault will turn off the luminaire in order to protect the senSitive electronics and acts as a signal for maintenance -Programmable Driver is rated for -40°C starting -”Thermal Shield”,primary Side,thermister provides protection for the sustainable life of electronic components (350mA to 700mA). Dimming: 'Dimming range from 100%to t0%through the use of the standard O—tOV interface on the programmable driver. -Modular Wiring harness in the service area prowdes user access to the dimming circuitry o Dimming circuitry compatible with OetOV, user‘defined control devices. 'Optional factory programmed dimming profile, Standard input Black“) White -)w Support Arm: -Die~cast,low copper aluminum alloy,With splice access cover -Die-cast pole adaptor and an internal reinforcing plate are provided with a wire strain relief. -The arm adapter is square or circular cut for specified pole size and shape. -For field wire connections,a terminal block is mounted in the arm cavity and accessible behind the splice access cover. The block accepts #i4 to #8 wire Sizes and is factory prewired to the electrical module's quick—disconnect plug inSide the electrical compartment. e—A Poie rap i /iiiiiiiiiii Support Arm Outline K2 Drill Pattern f l2.0 "x V32” Eri/Z”z i/32" ia7/8"t i132" J 3/4“Diameter - \Mreway Hole. Deburr inSide &outside V2”Dla Hale VIEW AA Drawrngnotto scale. Optional Wall Mount: e Optional,cast aluminum mounting plate attaches to a wall over a junction box and the speed mount is bolted to the cover plate.To complete the wiring,the luminaire assembly slides over the mounting plate. Fusing: SF for i20,277,and 347 Line volts DF for 208,240,and 480 Line volts Hight temperature fuse holders factory installed inSide the fixture housing. Fuse is included. Finish: Fade and abrasion resistant,electrostatically applied,thermally cured,triglycidal isocyanurate (TGIC)polyester powdercoat. Standard colors include (BL)Black,(DB)Dark Bronze,(GT)Graphite,(PS)Platinum Silver,(LG) Light Gray,(TT)Titanium,(WH)White,and (CC) Custom Color (include RAL#). Certifications and Listings: -UL 1598 Standard for Luminaires. s UL 8750 Standard for Safety for Light. -ANSI Ci36.3i-ZOIO 3G Vibration tested and compliant. 'IDA approved,3000K and warmer CCTs only CAUTION: Fixtures must be grounded in accordance with national,state and/or local electrical codes.Failure to do so may result in serious personal injury WARRANTY: For full warra nty see:http'//www.hubbelllighting. com/resources/warranty l9lLlmting a IIIKIM LIGHTING ALT1 Altitude 2.0 kl_alt1_spec.pdf CONTROLS Photocell Receptacle 7PR Fully gasketed and w‘red 7—pin receptade opt‘on.Ea5y acce55 iocation above the dectrical compartment 7—pin construction allows for a uset-defined interface and provides a controlled definition 0t operational performance.ANSI twist-lock control moduie by-others‘ Standard customer operation modes; 1.Traditionai on/off photoelectric controi 2.5-pin Wireless photoeiectnc control for added dimming feature. 3.7-pin wireless photoelectric control for dimming and additional l/O connections for cu5tomer use. 7-Pin receptacle placement Wireless Controls o Optional universal voltage (120*277V)for dusk to dawn energy savings.Photocontrol is factory installed inside the housing with a fully gasketed sensor on the side walla For multiple fixture mountings,one fixture is supplied with a photocell to operate the others -Occupancy Sensor shall be programmable anduse passive infrared (PIR)sensing technology that reacts to changes in infrared energy (moving body heat)within the coverage areal Careful conSideration must be given to obstructions that may block the sensor’s line of sight, -Factory default settings for SCP option shall bee High mode.10V a Low mode:1V —.Ramp- uprate:disabled -Fadeidown rate:disabled ePhotocell:Off ~Sensitivity:Full »Time Delay:Fade to low:5 minutes -Time Delay:Fade to off:l hour The SCP enables any wall mounted luminaire/in excess of 75 watts,to meet California Title 24 requirements with integral IOKA surge protection for added reliability and serviceabllityFor more detail:http://wwwaal. net/products/sensor_control_programmable AstroDlM AstroDlM provides multi—stage nighttime power reduction based on an internal timer referenced to the power on/off time.There is no need for an external control infrastructure.The unit automatically performs a dimming profile based on the predefined scheduled reference to the midpoint,whlch is calculated based on the power on/off times. SiteSyncTM‘ SiteSyncTM Wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7.See ordering information or visit wwwhubbelllighting.com/products/Sitesync for more details ‘PRELOMMlSSlONED SITESYNC ORDERING lNFORMATlON:When ordering a fixture with the SiteSync lighting control option additiorial information WI l be required to comp ete the order.The SiteSync Commissioning Form or alternate schedule information must be completed.This form includes Pro‘ect ‘ocat on,Group information,and Operating schedules.For more detailed information pease VISII www HubbellLighting.com/productsl stesync or contact Huhbell Lighting tech supportat (800)345-4928. SiteSync fixtureswnh occupancy sensor (SWPM)require the mounting height of the fixture for selection of the lens. lVoltage,3Color,‘Pole Diameter,Kim Lighting reserves the right to change specn‘ications Without notice, o zeta KrM uciHtiNe t 1775c Rowtand'Street t arty at,mama:t ‘CA‘9‘1748 eezaeeasess r F5263692695 t www.kimtig‘iamg.coia t Rev.mt.1‘s,2mg E V 10 1, Gray Wire Black Wire0-10V Dimming Line Voltage White Wire Purple Wire Neutral 0-i0V Dimming Brown Wire 10V Customer Defined Orange Wire 10V Customer Defined Red Wire Line Voltage PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:7/3/1 9 TO:Matt Galligan,Michael Gantick,Walter Summers.Jeff Doolittle Ray Favreau,Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco.Chris Duchesne,Vincent Stetson FROM:Michele Lipe,AICP,Director of Planning The Flaming &Engineering Departments have received plans for the following projects: Appl 19—3713.The Leaming Experience Location:Unit 7D,South of Tamarack (adjacent to the hotel) Future Town—owned property involved?D Yes @ No D new street(s)E new detention area D new open space/recreation area D active Dpassive Planning Department notes: Please comment by 7/26/19 and retum to the Planning Department. g Site Plan D Subdivision Nor Acres 1+Zone BGD B Industrial @ Commercial B Residential N0.Lots/Units Water:g Public D Private Well Sewerage:%Public a Septic System Project Description:10.000 sf daycare with 5.000 sf play area 1540 SULLIVAN AVENUE o SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511 CERTIFIED MAIL 7017 1450 0001 3280 6119July5,2019 Joseph V1 Camposeo,Town Clerk Town of Manchester 41 Center Street Manchester,CT 06040 Dear Mrt Carnposeo: Re:Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regardingFlaming&Zoning Commission applications that could affect the abutting town,we hereby notify youoftheapplicationsubmittedbyColchesterPropertiesLLC Appl.l9—37P,The Learning Experience -request for a Special Exception to Table 4.l.lA and Section7.4 and Site Plan of Development for a 10,000+/—sf daycare facility)located on property at 15 lBucklandRoad‘(Unit 7D,Tamarack Avenue),Buckland Road Gateway Development Zone If you have any question,please contact the Planning Department at 860—644-251 l,ext.329. Very truly yours, WWW Michele R.Lipe,AICP Director of Planning MRL/llz 1540 SULLIVAN AVENUE -SOUTH WINDSOR,CT 06074 TELEPHONE (860)644»25ll CERTIFIED #7017 1450 0001 3280 6911 July 22,2019 Eric Spungin Colchester Properties,LLC 59 East Main Street Avon,CT 06001 RE:AppL #19—37P -The Learning Experience —-151 Buckland Rd (Unit 7D Tamarack Avenue) Dear Mr.Spungin: On July 17,2109,the Iniand Weiiands Agency/Conservation Commission approved Appii 19-37P,The Learning Experience Daycare,151 Buckiand Rd -Conservation application for a daycare building and piay area,and associated utiiities on a portion of land west of Buckiand Rd.Gateway Development (GD)zone,with the following conditions: Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION 22m WM Cir Barbara Kelly,Chairperson Directorof Planning ./ Chief Building Ofhcial Town Engineer Tim Coon,JR Russo 1.The final approved copy ofthe entire set of plans and this letter reproduced thereon must be submitted to the Planning Department This must be completed within 65 days of approval prior to any construction aotivrty on the site.Plans submitted to Planning &Zoning Commission shall be considered having met this requrrement. 2.The applicant shall indemnify and hold harmless the Town of South Windsor against any liability,which might resultfrom the proposed operation or use. 3.The permit is valid for five years and shall expire on July 17,2024.lt is the landowner(s)/applicantts) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4.A bond of $20,000 for installation and maintenance of erosion and sediment control structures must be posted priorto construction, 5.Roof drains shall be added to the plans subject to staff review. 6 All approvals required must be obtained and submitted prior to any activity on the site. 7:A contact person shall be identified on the plans. Lipe,Michele From:Lipe,Michele Sent:Friday,July 26,2019 11:28 AM To:'Tim Coon' Subject:staff comments Attachments:Learning Experience staff comments 19-37P.pdf Please see attached comments. Thanks, Michele Michele R1 Lipe,AICP Director of Pianning 1540 Suiiivan Ave. South Windsor,CT 06074 (860)644-251l,ext.252 Memo To:Tim Coon.PE From:Michele R.Lipe.Director of Planning Date:7/28/20]9 Re:Appl 19-37P.The Leaming Experience Review Comments Following are review comments from the Planning Department.Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations) to the Planning Department prior to the scheduled hearing (scheduled for August 20). Engineering comments will be sent separately.lf you have any questions.please call. l.A narrative of the project including such items as total number of children.employees. hours of operation,etc is required (See Section 8.7).This narrative should also address the Special Exception requirements specifically for daycares (Section 7.4).and the generalspecialexceptionrequirements(Section 8.7). 2.A deed for the property is required for Special Exception applications. 3.Section 7.4.l 8 requires day cares that are separate building be screened from adjoining uses to the standards established in paragraph 6.2.4.B.2 Buffer Standards and Design.Can you demonstrate compliance with his section? 4.The dumpster location appears to be in a location that required backing up through the parking area to service the site.Our concem is that the dumpster area abuts a residential use and would be requesting arrangements be made to have trash picked up during nonnal working hours.Will this create a conflict because of the dumpster location?? .A lighting diagram shall be provided.Can arrangements be made to have the lighting level reduced during hours the business is not in operation due to its proximity of the residential use? 6.Will children be brought to the site by school buses?If so.will the buses enter the site or drop off along Tamarack Road. 7.The ADRC review comments include:provide additional treatment to soften the six foot solid fence with a lattice treatment or some other fence aesthetic and landscaping treatment 1540 Sullivan Avenue.South Windsor,CT 06074 PH 860—644-251 1,ext.253 Fax 860-644-7280ermailMiche|e.lipe@southwmdsororg o Page 1 South WindsorPlanningDepartment 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR.CT 06074 TELEPHONE (860)64472511 August 6,2O 19 JR.Russo 85 Associates,LLCTimothyCoon P.O.Box 938EastWindsor,CT 06088 Dear Mr.Coon: RE:Applo 19~37P,The Learning Experience A request for a Special Exception toTable4.1.1A and Section 7.4 and Site Pian of Development for a l0,000+/—sfdaycarefacility,located on property at 151 Buckland Road,(Unit 7D,TamarackAvenue),Buckland Road Gateway Development Zone Please be advised that the Public Hearing of the Planning 8t Zoning Commission intheabovereferencedmatterhasbeenscheduledforTuesday,August 20,2019 at7:00 p.m.in the Council Chambers of the South Windsor Town Hall,1540 SullivanAvenue,Someone must be present at the meeting to represent the application. Four signs advertising the hearing must be posted on the property for ten (10)consecutive days prior to the hearing and must be clearly visible from a town street.The signs must be posted at the site and entrance drives on Buckland Road,Deming Street and Tamarack Avenue by Friday,August 9,2019. Signs can be obtained in the Planning Department.1f you have any questions,feelfreetocall860*644—2511 Ext 253,Monday —Friday,8:00 am.—4:30 p.m. Sincerely, (u if\E D < Lauren Zarambo Planning Department Secretary MEMORANDUM Michele Lipe,Director of Planning From:Jeffrey Doolittle,Town Engineer,r 1 $0 Date:August 8,2019 Re: l have reviewed the plan for the above application and have the following comments: 1 . To: App 19—37P The Learning Experience -Unit 7D Evergreen Walk Provide a 6"stub in SMH1 for the second building to be built in this area,that is capped outside the MH. 2.How would 2 inside drops fit in SMH1?The Town prefers to use outside drops and 2 could fit in a standard MH.OthenNise,a larger manhole may be needed Show the proposed location of the second future building in this area,north ofthe day care,according to the approved general plan (attached).The second clean—out from the building in the parking lot should be a manhole for better access and inspection of the sewer lateral. The existing storm drainage near the existing entrance drive off Tamarack Ave should all be relocated from the Existing DMH south ofthis drive to proposed DMH1. The existing storm drain pipes can be plugged in these manholes and abandoned in place,for now.The 2 existing DMH should be removed,but the frames and covers can be taken off and concrete slabs placed over them for now. l suggest YD1 TF be raised 3—6 inches. The Proposed Type C DBL CB in the parking lot should have a 5 or 6 foot round concrete structure to accommodate the proposed large drainage pipes in and out. Will there be any underdrains or yard drains in the playground area? Change the detail for a sidewalk and integral sidewalk and curb to use Class F,4000 psi concrete as this mix is readily available and will be more durable than a 3500 psiconcretemix 10.WPCA review and approval is needed for this proposed plan. C)\I Cow Please let us know if you have any questions. RUSSO SJRVE ‘(CR‘S -ENGNEEQS RECEIV August 9,2019 AUG ”I P mm SOUTH WINDSOR PLANNING DEPTMicheleLipe,Director of Flaming Town ofSouth Windsor 1340 Sullivan Avenue South Windsor.CT 06074 Re:RespOnse to Comments The Learning Experience,Evergreen Walk App.#19—37P Dear Michele. I am in receipt of the review comments from the Town Engineer dated August 8)2019)and yourcommentsdatedJuly28,2019 regarding the proposed Site Plan and Special Exception for The Learning Experience (TLE)at 10 Sedona Circle in Evergreen Walk.Attached are seven sets of revised plans addressing these comments.In addition,a discussion of each of your comments follows. Engineer’s Comments: 1.Provide a 6”stub in SMHI for the second building to be built in this area,that is capped outside the MH.A callout for a stub has been added to SMHI. How would 2 inside drops fit in SMHI?The town prefers to use outside drops and 2 could tit in a standard MH.Otherwise,a larger manhole may be needed.The plan has been changed to call for an outside drop in SMHI.The inside drop detail has been replaced with the Town’s standard outside drop detail. Show the proposed location of the second future building in this area,north of the day care,according to the approved general plan (attached).The future building has been added to the plans. The second clean-out from the building in the parking lot should be a manhole for better access and inspection of the sewer lateral.The clean—out has been changed to a sanitary manhole as requested. The existing storm drainage near the existing entrance drive off Tamarack Ave should all be relocated from the Existing DMH south of this drive to proposed DMHI.The existing storm drain pipes can be plugged in these manholes and abandoned in place for now.The 2 existing DMH should be removed,but the frames and covers can be taken off and concrete slabs placed over them for now.The plans have been revised to connect ED a new pipe from the existing DMH to the new DMH.The 2 existing DMH structures to the north are called to be removed and the pipes are called to be plugged and abandoned. Isuggest YDI TF be raised 3-6 inches.The TF has been raised 3 inches as suggested. The Proposed Type C DBL CB in the parking lot should have a 5 or 6 foot round concrete structure t0 accommodate the proposed large drainage pipes in and out.The DBL CB structure has been replaced with a 6’diameter round structure with a grate inlet.A new detail for the new structure has replaced the former DBL CB detail. Will there be any underdrains or yard drains in the playground area?There will be no drains in the playground area.It is sloped at 2%to facilitate sheet flow of runoff out of the area. Change the detail for a sidewalk and integral sidewalk and curb to use Class F,4000 psiconcreteasthismixisreadilyavailableandwillbemoredurablethana3500psiconcretemix.The details have been revised to change to the specified concrete mix as recommended. 10.WPCA review and approval is needed for this proposed plan.This is understood.An application will be submitted t0 the WPCA shortly. Planner’s Comments: l.A narrative of the project including such items as total number of children,employees, hours of operation,etc.is required (See Section 8.7).This narrative should also address the Special Exception requirements specifically for daycares (Section 7.4),and the general special exception requirements (Section 8.7).Attached to this letter is the Operational Description for TLE which provides the information requested.Please note that the TLE description is for a 10,000 square foot facility with a capacity for 180—185 children with 24 employees.Based on code requirements specific to Connecticut,the proposed10,000 square foot facility at Evergreen Walk will be limited to 153 children with 26 staff members.Thus,traffic generated at this site will be less than that discussed in the description. Below is a brief discussion of how the proposed project complies with the Special Exception requirements of Sections 7.4 and 8.4. 7.4.1 No safety hazards are created,particularly with respect to access into and out of the site and building.The proposed parking area and surrounding sidewalk network provides safe access into the site and site building.The location of the playground adjacent to the site building,in combination with the fencing and controlled access also ensure safety of the site. Page 2 of6 7.4.2 Any outdoor play area must be substantially level and suited t0 playground use. The proposed playground will be graded at a slope of 2%,suitable for the use yet sufficient to facilitate stormwater runoff 7.4.3.Any outdoor play area must be located on the site in an area that is removed from any possibility of encroachment by vehicular accidents on adjoining streets.The proposed playground is separated from adjacent parking and drives by sidewalks and curbing.In addition,the playground is located at the end of the parking lot where it is unlikely that an accident would occur that would encroach into the playground. 7.4.4 There must be adequate parking to accommodate any anticipated heavy patronage functions,such as open houses,recitals,or plays.The proposed 40 stall parking lot meets the Town’s parking requirement and that required by TLE for the capacity of the building In addition,there is a large parking lot located across Tamarack Avenue at The Shops at Evergreen Walk that can be utilized for overflow parking should the need ariset 7.4.5 A school bus turnaround must be provided if any children will be brought to the Center by school bus.Transport of children to the site via school bus is not anticipated. 7.4.6 The surrounding environment must be reasonably free of industrial/commercial pollutants and excessive noise at the time of application;and there must be a reasonable expectation that the surrounding area will remain free of pollutants in the future.The neighboring commercial uses include a hotel and parking lot associated with The Shops at Evergreen Walk.These uses are not anticipated to generate any significant pollutants or noise impacts that would negatively impact the site. 7.4.7 The surrounding environment must be reasonably physically and verbally non- threatening to children and staff at the times of application,and there must be a reasonable expectation that the surrounding area will remain non-threatening in the future.The abutting commercial and residential uses are not anticipated to pose physical or verbal threats to the children and staff.This conclusion is supported by virtue of the priorapprovaloftheGeneralPlanofDevelopmentbythePlanningandZoningCommission. 7.4.8 lf the Day Care Center is to be a separate building,the site must be screened from adjoining sites to the standards established in paragraph 6.2.43.2 Buffer Standards and Design.Screening may be located within the required yards.If the Day Care Center is located within a multiple tenant facility,any outdoor play area must be screened from adjoining uses to the standards established in Sections 6.2.4.B.2.A white solid fence is proposed to screen the outdoor play area from adjoining sites.In addition,the plan calls for proposed evergreen and deciduous trees to supplement existing trees along the western property line to provide additional screening.The proposed screening measures are consistent with existing and previously approved screening between other commercial uses (such as Cambria Suites to the south)and the residential apartments. Page 3 of 6 8.4.1 The proposal is consistent with the goals and objectives of the Plan of Conservation and Development.By virtue of the prior approval of the General Plan 0f Development by the Planning and Zoning Commission,the proposal appears to be consistent with the Plan of Conservation and Development. 8.4.2 The application has met the requirements of the zoning regulations It is the applicant’s belief that the proposed Site Plan meets the applicable zoning requirements 8.4.3 The land is physically suited to the purpose 0f this use.The existing size and topography of the site are well suited for the proposed development as demonstrated on the Site Plans 8.4.4 Minimal,if any,adverse environmental impacts are created.The existing site does not contain any significant environmental features,and the proposed development is not anticipated to create and adverse environmental impacts. 8.4.5 No traffic or other hazards will be created.The proposed use does not generate a significant amount of traffic and is not anticipated t0 create any hazards or adversely impact traffic on the surrounding roadway network. 8.4.6 The impacts on the capacity of the present and proposed utilities,street,drainage systems,sidewalks,and other elements of the infrastructure will be minimal.The surrounding infrastructure within Evergreen Walk was designed and sized in anticipation of the development of this site.Therefore,negative impacts to infrastructure are not anticipated. 8.4.7 There will be minimal or no adverse effects on existing uscs in the area.Due to the low intensity of the use and location of this site within the previously approved development of Evergreen Walk,impacts to surrounding property values are not anticipated. 8.4.8 Surrounding property values will be conserved.Due to the low intensity of the use and location of this site within the previously approved development of Evergreen Walk, impacts to surrounding property values are not anticipated. 8.4.9 The character of the neighborhood will be maintained or minimally disrupted. Due to the low intensity of the use and location of this site within the previously approved development of Evergreen Walk,the character of the surrounding neighborhood is not anticipated to be adversely impacted.Similarly,by virtue of the approval the General Plan of Development by the Planning and Zoning Commission,it appears that the proposed use is consistent with the character of the Evergreen Walk development. 8.4.10 The general welfare of the community will be served.By virtue of the approval of the General Plan of Development by the Planning and Zoning Commission,it appears that the general welfare of the community will be served by the proposed project. Page 4 of 6 8.4.11 There is a balance between the neighborhood acceptance and community needs. By virtue 0f the approval 0f the General Plan of Development by the Flaming and Zoning Commission,it appears that the proposed project will provide the required balance between the neighborhood acceptance and community needs. 8.4.12 Historic factors are adequately protected;or due consideration to preservationofhistoricfactorshasbeendemonstrated.To the best of the applicant’s knowledge,there are no historic features in the vicinity that would be impacted by the proposed project. 8.4.13 The overall physical appearance of the proposed development is compatible with surrounding development and the Commission’s goals for neighborhood/corridor.The proposed building and development have been designed to be compatible with the surrounding mixed use development which is Evergreen Walk.The application has presented their plans to the Architectural Design Review Committee and,with modification of the proposed fence to include a lattice top,we believe that we have satisfied their concerns regarding the appearance of the site and building. 8.1.14 The architectural design is aesthetically pleasing and blends well into the surrounding area.As discussed above,the application has presented their plans to the Architectural Design Review Committee and,with modification of the proposed fence to include a lattice top,we believe that we have satisfied their concerns regarding the appearance ofthe site and building. A deed for the property is required for Special Exception applications.A copy of the current deed is attached. Section 7.4.1.8 requires day cares that are separate building be screened from adjoining uses to the standards established in paragraph 6.2.4.B.2 Buffer Standards and Design. Can you demonstrate compliance with this section.As discussed above,a white solid fence is proposed to screen the outdoor play area from adjoining sites.In addition,the plancallsforproposedevergreenanddeciduoustreestosupplementexistingtreesalongthe western property line to provide additional screening.The proposed screening measures are consistent with existing and previously approved screening between other commercial uses (such as Cambria Suites to the south)and the residential apartments. The dumpster location appears to be in a location that requires backing up through the parking area to service the site.Our concern is that the dumpster area abuts a residential use and would be requesting arrangements be made to have trash picked up during normal working hours.Will this create a conflict because of the dumpster location?As detailed in the attached Operational Description.there is a large chunk of time during the middle of the day (between 9:30 am and 3:30 pm)where the traffic within the parking lot will be minimal,ifany.Arrangements can be made for dumpster pick—up during this time so as not to conflict with the operation of the day care. Page 5 of6 5‘A lighting diagram shall be provided.Can arrangements be made to have the lightinglevelreducedduringhoursthebusinessisnotinoperationduetoitsproximityof theresidentialuse?A photometric plan is prepared and will hopefully be completed in time tosubmitpriortothemeeting.TLE does not require security lighting at the site.Therefore,the parking lot lighting can be programmed to be shut off after regular business hours. 6.Will children be brought to the site by school buses?If so,will the buses enter the siteordropoffalongTamarackRoad?As discussed above,transport of children to the siteviaschoolbusisnotanticipated. 7.The ADRC review comments include:provide additional treatment to soften the sixfootsolidfencewithalatticestreatmentorsomeotherfenceaestheticandlandscapingtreatment.The proposed fence will include a lattice top.A photograph of the desired fenceisattached. I hope that the revisions and information provided above address all of your commentssatisfactorily.lf there are any questions,or you require further information.please call our officeat(860)623-0569. Sinc ely, L TimothyA.oon,P.E. J.R.Russo &Associates,LLC Attachments Cc:Colchester Properties,LLC Page 6 of6 4i0,‘"*7..«¢,iPP’F’»¢*‘’Oru‘o¥Oy4!1-14.:¢$v¢.u.,oi;F2:Fv¢oopo STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION 2800 BERLIN TURNPIKE,P.O.BOX 317546 NEWINGTON,CONNECTICUT 06131-7546 Phone;(860)594-3020 August 15,2019 Mr.Stephen F.Mitchell,PE Transystems 530 Preston Avenua,Suite 100 Meriden,CT 06450 OSTA #132-1906-01 Dear Mn Mitchell: Subjcct:Town of South Windsor Previously lssued:Cen'uicate 1533 Series Current Proposal:Evergreen Walk Land Use Change (Offlce to DayCare) Street Addrcss:Buckland Road Current Owner:Everglecn Walk,LLC Administradve Decision NO.637 A review 0f your requesi received June 21,2019 for an Administrative Decision regarding the subject land use change not has oreviously been completed? consider d under the Certificate 1533 series,including the latest follow-up information received on August 6,2019) It was determined that the proposed land use change li'om 10,000 square feet of omee space to an equal amount of daycare facility space will not substantially affect state highway traffic operations in the area.Mr.Christopher Duchesne,the Local Tradic Authority representative for the Town ofSouth Windsor,concurred with these findings on July l7,2019.Consequently, on August 14 201 9,an Administrative Decision was rendered that formal action by the Office of the State TraEic Administration (OSTA)under Section 14-311 ofthe General Statutes ofConnecticut regarding the proposed land use change is not required.The decision was based,in part on the enclosed plan prepared by FLB Architecture and Planning,Incl titled “Master Plan-General Plan ofDevelopment;Evergreen Walk;Evergreen Walk,LLC,“Sheet Number Z~3;1-3 of3,dated March 15,201 3 and last revised August 5,2019. The Administrative Decision shall not be effective until a copy ofthis letter has been tiled on the municipal land records, in accordance with the enclosed procedures‘and this office has received a copy ofthe recorded letter.Upon tiling ofth'e letter,this office would have no objection to the issuance‘of any building or foundation permits associated with the laud use change.ln addition,this omce has no objection to a certificate ofoccupancy being issued for the daycare space prior to the completion ofthe conditions ofTraEic Investigation Report No.l32»1608-Ol. Subsequent to the land use change,the allowable overall development within the OSTA certitiable area will consist of600,480 square feet ofretail building space;251,170 square feet ofoftice building space;45,000 square feet ofrecreation building space; suuare 72,000 feet square (120 feet units)(IOS-roons)of assisted of living hotel building building spacejand space 246,550 185 000 square square feet feet(200 (140 units) units) of residential of independent building living space;space 115,000 for a total development of 1,515,200 square feet of mixed-use building space with 5,407 parking spaces.Any future expansion or proposed land use changes shall only be allowed subject to review by this ot‘lice and,ifnecessary,formal OSTA action. Sincerely, WWWrVL r DaVid A Sawrcrci Executive DirectOi Office ofthe Slate Traffic Administration Enciosures Copy to:Sgt.Christopher Duchesne —oliristopherduchesne@southwindsor.org -plan attached Christopher Dougan e Christophei:douaaii@$0uthiviiidsoi',org ~pian attached Stephen F,Mitchel],PE A st‘mitciiell@i:ansystcms.com —original to be mailed John Finguerra —JFinguerra@vahoo.com —plan attache An Equal Opportunity EmployerPrimedonnaovciedorHecovered Paper Appl 19-37P,The Learning Experience Daycare PH 8-20-19 Flaming Depanment Report 1.Request for a Special Exception to Table 4.1.lA and Section 7.4 and Site Plan of Development for a l0,000+/—sf daycare facility,located on property at 151 Buckland Road,(Unit 7D,Tamarack Avenue)to be known as 10 Sedona Circle, Buckland Road Gateway Development Zone Mtg W PM 2.The proposal is for the facility to operate Monday through Frid from 6:30 am — 6:30 PM with activities in the evenings and weekends.The licant has providedsomegeneralcompanyinformationwhichyoureceived.ditional information provided by the engineer indicates that the proposal for this facility is to license the facility for a maximum of 153 children with 26 employees. 3.This use,permitted by special exception,has specific requirements related to daycare facilities in commercial zones including: o No safety hazards are created,particularly with respect to access into and out ofthe site and building o Any outdoor play area must be substantially level and suited to playgrounduse. o Any outdoor play area must be located on the site in an area that is removed from any possibility of encroachment by vehicular accidents on adjoining streets. o There must be adequate parking to accommodate any anticipated heavy patronage functions,such as open houses,recitals,or plays. 0 A school bus turnaround must be provided if any children will be brought to the Center by school bus. o The surrounding environment must be reasonably free of industrial/commercial pollutants and excessive noise at the time of application;and there must be a reasonable expectation that the surrounding area will remain free ofpollutants in the future. o The surrounding environment must be reasonably physically and verbally non- threatening to children and staff at the time of application;and there must be a reasonable expectation that the surrounding area will remain non—threatening in the future. .If the Day Care Center is to be a separate building,the site must be screened from adjoining sites to the standards established in paragraph 6.2.4.B.2 Buffer Standards and Design.Screening may be located within the required yards. 4.In addition to those requirements,the special exception review criteria in Section 8.7 also apply,They include: \. p’d o The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. o The application has met the requirements of the zoning regulations. 0 The land is physically suited to the proposed use. o Minimal,if any,adverse environmental impacts are created. 0 No traffic or other hazards will be created. 0 The impacts on the capacity of the present and proposed utilities,street,drainage systems,sidewalks,and other elements of the infrastructure will be minimal. 0 There will be minimal or no adverse effects on existing uses in the area. o Surrounding property values will be conserved. o The character of the neighborhood will be maintained or minimally disrupted. 0 The general welfare of the community will be served. o There is a balance between neighborhood acceptance and community needs. 0 Historic factors are adequately protected;or due consideration to preservation of historic factors has been demonstrated. o The overall physical appearance of the proposed development is compatible with surrounding development and the Commission’s goals for the neighborhood/corridor. 0 The architectural design is aesthetically pleasing and blends well into the surrounding area. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 5.The building is proposed to be 10,000 sf in size and a 5,000 sf fenced outside playareashownonnortherlyendofthebuildingadjacenttoTamarack.There are doors that exit directly from the classrooms into the designated for outside play.There is a perimeter sidewalk along the entire building. 6.Forty (40)parking spaces are required and have been provided.The applicant’s narrative indicates that overflow parking for any events would be available at existing parking at the Shoppes.It is not anticipated that any buses will be dropping kids or picking kids up from the site.Will the Learning Experience have their own vehicles?If so where do they park? 2 7.The site is currently an open area adjacent to the apartments.The applicant is required to provide screening along the property boundaries adjacent to other commercial uses.The applicant has added evergreen screening to accomplish this. 8.The site will be lit by three 24 foot poles in the parking area.Building security lighting will be added as required.A photometric diagram has been presented.The applicant has agreed to reduce the lighting levels in the parking areas when not in use.A sidewalk is being shown along the site entire frontage along Tamarack and up Sedona Circle to the site development. 9.The ADRC reviewed the plans on Thursday,July l8,2019.The committee was pleased with the project but had the following comments:provide additional treatment to soften the six foot solid fence with a lattice treatment or some other fence aesthetic and landscaping treatment. lO.The applicant tis proposing free—standing sign and building signage.Any new signage requires approval by this Commission and a sign permit. 1 1.There are no regulated wetlands in this area.The applicant received conservation approval on July 17 with the following approval conditions:A bond shall be collected in the amount of $20,000 for installation and maintenance of erosion & sediment controls. l2.The site is served by public water and public sewers.WPCA approval is required. l3.lf this application is approved,the Flaming Dept has no additional modifications to request. 411 ''H —.rq.'''T.__.--r<-_:.'£_H --nr':w— 'u AP THE LEARNING EXPERIENCE DA 1 inch =200 feet £3E-'.'UIL'I 1w. Y f 01%‘»‘0”13C‘~C9CWWu/V 4] @j P.H 8 2 qLO' \ PRECAET CONCRETE CAP EIF5 TO MATCH l'—0'.,1L0“l'—O" :Q =$ I—n I i ~$OVwan:I OI Academy of Early Education I ii{i i i ‘i iBUILDIN6 FACE BRICK ;77.,7 |/“ALRYUG mlN6PINMOUNTE? BRICK RONLOCKW FINIEHGRADE I I i iiiiiii miliIii‘J ,L i 1ilili i?i i l i i I i l l i i i iJIIIiIiIIIIIi IIIiIIIIIIIIIIlll1lIlIlIIIIlNIIIIIIIIiIIIIIIII‘III‘I‘I'IIIIIIII 9m I I x TLE MONUMENT SIGN Architccmre 42 OKNER PARKWAV Engincmng LMNGSION,NEW JERSEY 0/039 lnlerior Design TEL q73‘994'9é‘59 lmplcmentalion Services xx w WE'994-4069 Immelkuei mm PHOTOMETRIC PLAN THE LEARNING EXPERIENCE EVERGREEN WALK =40'1 x 5 umma rvLane;‘.25 3.:y LLIIEPxoper EcPa:_ng Ls FC 0 1540 SULLIVAN AVENUE c SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511 CERTIFIED MAIL 7017 1450 0001 3280 6171 August 27,20 1 9 Colchester Properties LLC C/O LR.Russo &Associates LLC Timothy Coon 1 Shoham Road East Windsor,CT 06088 Dear Mr.Coon: Re:Appl.19-3 7P,The Learning Experience Special Exception/Site Plan of Development We are pleased to advise you that the Flaming &Zoning Commission voted on August 20 2019 to approveWithmodificationstheabovereferencedapplicationforaSpecialExceptiontoTable4.1.1A and Section 7.4andSitePlanofDevelopment. This approval is for a 10,000 +/-sf daycare facility on property located at 151 Buckland Road (Unit 7D,Tamarack Avenue)to be known as 10 Sedona Circle,Buckland Road Gateway Development zone as shown onplanspreparedbyJ,R.Russo &Associates,LLC,Job #2019-009,dated 6/26/2019 as revised.This approval issubjecttothefollowingmodifications: 1.This approval is for a daycare facility with maximum of 153 children.Hours of operation are Monday — Friday 6:30 am—6:30 pm with activities on nights and weekends. 2.Prior to commencement of any site work,a meeting must be held with Town Staff 3,No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 4.This application is subject to the conditions of approval of the Inland Wetlands Agency/ConservationCommission,including bonds in the amount of $20,000 to ensure proper placement and maintenance oferosionandsedimentcontrols.This bond is required to be posted prior the filing of mylars. 5.A landscape bond in the amount of $10,000 is required and must be submitted prior to the issuance of acertificateofoccupancyifworkisnotcompleted. 6,All bonds Inust be in one of the forms described in the enclosed Bond Policy, 7.An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the ZoningRegulations. 8.All plans used in the field by the developer must bear the stamp and authorized signature of the Town ofSouthWindsor. 9.This approval does not constitute approval 0f the sanitary sewer,which can only be granted by the WaterPollutionControlAuthority. 10.No building permits will be issued until the State Traffic Commission certificate has been issued (per CGS§l4-3 1 l). ll.The building street number must be included on the final plan. l2.Pavement markings must be maintained in good condition throughout the site drives and parking areas. l3.All free standing signs and/or building signs require the issuance of a sign permit before they are erected. l4.Dumpster pick up shall occur during the facilities working hours. 15.Site lighting levels shall be reduced to 30%during off hours and/or put on motion sensors. Black and white transparent mylars of Sheet #’s 5 and 6 with the above modifications,together with three printcopiesoftheentiresetofplans(including landscaping plans)must be submitted to this Commission within 3Odaystobestampedandsigned.The letters of approval of this Commission as well as the Inland WetlandsAgency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be retumed to you for filing in the Office of theTownClerk.After filing these plans,a copy of the receipt must be submitted to the Flaming Department. The attached Special Exception form must be completed and filed in the Town Clerk’s office.The specialexceptionwilltakeeffectuponfiling. Sincerely,y Bart Pacekonis,Chairman Planning and Zoning Commission QCLLJQ l CLE'LVQL,€¥.WUV@ BP/llz Town Engineer Chief Building Official Assessor Superintendent of Pollution Control V 2 The Special Exception will take effect upon tiling of this form. g &Zoning Commission,hereby certify that ongrantedtoEvergreenWalkLLCaSpecialExceptionto arack Avenue)to be known as 10pmentzone,as shown on plans prepared by J.R.Russo & I,Ban Pacekonis,Chairman of the South Windsor PlanninAugust20,2019 the Planning and Zoning Commission development on propeny located at 151 Buckland Road (Unit 7D,TamSedonaCircle,Buckland Road Gateway Develo Table 4i1.1A and Section 7.4 of the Zoning Regulations for a 10,000 +/-sf daycare facility and site plan of Associates,LLC,Job #2019—0091 dated 6/26/2019 as revised 1.This approval is for a daycare facility with maximum of 153 children.Hours of operation are Monday —Friday 6:30 am-6:30 pm with activities on nights and weekends. l\J de“, U! Prior to commencement of any site work,a meeting must be held with Town Staff. No building permit will be issued until the final mylars have been filed in the Town Clerk’s office. This application is subject to the conditions of approval of the Inland Wetlands Agency/ConservationCommission,including bonds in the amount of $20,000 to ensure proper placement and maintenance oferosionandsedimentcontrols.This bond is required to be posted prior the filing of mylars. A landscape bond in the amount of $10,000 is required and must be submitted prior to the issuance of acertificateofoccupancyifworkisnotcompleted All bonds must be in one ofthe forms described in the enclosed Bond Policy. An as—built plan is required prior to issuance ofa Certificate of Occupancy per Section 9.1 .3 ofthe ZoningRegulations. All plans used in the field by the developer must bear the stamp and authorized signature of the Town ofSouthWindsor. This approval does not constitute approval of the sanitary sewer,which can only be granted by the WaterPollutionControlAuthority, .No building permits will be issued until the State Traffic Commission certificate has been issued (per CGS§14—311). .The building street number must be included on the final plan. Pavement markings must be maintained in good condition throughout the site drives and parking areas. .All free standing signs and/or building signs require the issuance of a sign permit before they are erected. .Dumpster pick up shall occur during the facilities working hours. Site lighting levels shall be reduced to 30%during off hours and put on motion sensors. GIS PIN 15300151 Unit D Unit 7D of Evergreen Walk Flamed Community created by that cemam Declaranon ofEvergreenWalkPlannedCommumtydatedNovember202003andrecorded1nVolume1553Page1oftheSouthWmdsorLandRecordsasamended(the “Declaratlon”)Evergreen WalkPlannedCommunltylslocated1nSouthWmdsorConnectrcut OWNER OF RECORD:Evergreen Walk LLC Dated at South Windsor,Connecticut this 27st day of August,2019. In accordance wrth CGS Secnon 8 3d ,jr'1/ U V Chairman Bart Pacekonrs Flaming &Zoning Commission Received for record this day of ,20 ,at South Windsor,Connecticut ATTEST: t L an»;Q 1540 SULLIVAN AVENUE -SOUTH WINDSOR,CT 06074TELEPHONE(860)644-2511 September 12,2019 Timothy A.Coon,P.E. J.R.Russo &Associates,LLC 1 Shoham Road EastWindsor,CT 06088 RE:The Learning Experience,Evergreen Walk WPCA Approval —App].19-37P Dear Mri Coon: The South Windsor Water PoHution Controi Authority,at its Regular Meeting on September 3, 2019,gave approval for connection to the Town’s sewerage system for a proposed child development center (day care)at 1O Sedona Circle,South Windsor,CT as more specifically shown on plans entitled ”The Learning Experience Academy of Early Education,Unit 7D Evergreen Walk —10 Sedona Circle,South Windsor,Connecticut”.Prepared by J.R,Russo & Associates,LLC,;Sheet No.6 of 9 “Grading &Utility Plan",dated:6-26-16,This approval is subject to the following conditions: 1t Installation of restrooms signs to discourage flushing baby wipes. 2,Payment of the following charges will be due at the time of connection,the rates for which will be in effect until June 30,2020: a.Connection Charge in the amount of $4,312 for 1.10 buildable acres; b.Capacity Charge in the amount of $10,832 for a proposed 2”water meter. Technical approval of the Town of South Windsor Engineering Department;and Final Authority approval and acceptance of the sanitaw sewerage connection is conditioned upon the installed sewer line having been inspected by the Town staff,and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority,and meeting all reg ulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed into the final approval plans. Very truly yours, 50). \MRicarAries,a an Wate ollution Control Authority Michael J.Gantick,Director of Public Works eff Doolittle,Assistant Director of Public Works/Town Engineer Michele Lipe,Director of Planning Chris Dougan,Chief Building Inspector Contractor Rwy;Cox/\eiyuévm WKQMM‘W"\XSignatureofOwner/A .Date: signature of Design Engr./W ,Date:\L‘a 2. CHANGE:(Describe location and natu of change.Include Four (4)copies of plan/profile of Change.)I)bx&&ex J‘wexMDomw axvm \ocoi‘Dovx oé<+\Ae Cewef op +\Ae \o‘i’ LW KWa‘l vxé'YL \ £0:I CMm&o(\J JYo Lwfézxm$€WAEOX \acah‘ow Lo!U§?5 $\Cox“m bImQlm wMé‘x MM \ocotkiameX who-me I‘MLM “Pica/x5. ”h DM‘QT RDNU'VEL asNoK VQSAJ g’50W £A1\é OxA *\A€\fox96 \1v\€.a»QMWAL aw oér‘x QM ’om x;*0 om o.\) Reason for Change:(Why is change required) @aaweekg \Dx/cwmPf cwv9x JVevmx/CV ”Yo SNVWXiQi/cioifigq woe/Q oxmeévme\.7o'.,V ,l J APPROVALS:(As Reguired)‘y TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE &SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON TM 'Phone No.$00 QZ'frOgéq Address ?O%-E ’x /' Site Name 'TM1 LeMx/{MA EwveCx‘rixAK/P, @G W5mz No.WP??? Owner (V\c (JLLC:Phone No. Dir.Of Planning f[/"J¥Date: Town Engineer \/\K J Date: Dir.of Public Works Date: Other:Date: STAFF COMMENTS: White —Town Engineer Yellow —Applicant Pink —Director of Planning Goldenrod —Engineering Departinent W’W P $1M weagwj *RM @430 {WWO W frwrw“ 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR.CT 06074 TELEPHONE (860)644-2511February5,2020 Colchester Properties,LLC Eric and Greg Spungin 56 East Main Street Avon,CT 06001 Dear Misters Spungin: Re:Preeonstruction Meeting for Appl.19—37P,The Leaming Experience,10 Sedona Circle IN ATTENDANCE The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control l.All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction.Call Jeffrey Folger,Senior Environmental Planner for inspection when measures are in place,prior to commencement of site work or if any problems/concems arise during construction at 860—644-2511 Ext.229. 2.All topsoil stockpile areas to be protected (ringed with haybales or equal). b)During construction,a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Sedona Circle.Calcium chloride or water is to be used for dust control as required. 4.Install and stabilize the detention basin and swale on site first. 5.The Town of South Windsor requests looking at using the existing entrance drive to the north as the constructlon entrance. Name Company E-MAIL Phone number Michele R.Lipe SW Planning michele.lipe@soutlm‘indsororg 644-2511 x252 Jeffrey Polger SW Planning ieffrev.f0lger‘@soutl1wi11dsor.org 644-2511 X229 Bemie Drabek SW Engineering bemard.drabekr/(Fsouthwindsoriorg 644—2511 x241 Joe Pema SW Engineering iosephperna (usoutlmindsororg 644—2511 x240 David ‘Mauldin SW Fire Marshal david.mauldinV’li‘asouthxvindsorora 860-282—0669MaryHudaSWAssessormarV.hudafzisouthwindsor.org 644-2511 X2 1 3EricSpunginColchesterProp.cs Q ungin@hotmail.c0m 860—677—5607 Greg Spungin Colchester Prop.gsmuigin@gn1ail.c0m 860-677-5607 Roger Hanenberg Peak Construction neakconstructmgmtr’@x‘alioo.com 973-714-0081 Cheryl Hanenberg Peak Construction peakconstructmgmtZ@mhoocom 973—714-5382 Mike MacClain MacClain Constmc michaelmacclainQEVahooeom 860—558—8820MattGrindleEversourcematthew.grindle@cwrsourcecom 860-871-3478 Public Works 1.Three complete sets of approved/revised plans to be provided to Town prior to start of construction They will be stamped by the Planning Department along with plans developer needs.Only approved plans are to be used on the job site. The Engineering Department is to be notified forty—eight (48)hours prior to the start of major construction work in Sedona Circle with inspections and testing per Developers Checklist for the following: a.After site is staked out b All drainage work c.Preparation of subgrade,compaction tests as per Developer’s checklist d Placement of bituminous concrete,two (2)inch layers maximum Drain layers permits must be taken out from the South Windsor Engineering Department to install the sewer manhole and new lateral to the new building.There is an $80 permit fee per unit. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company U.Certification of all products used ——storm pipe,structures,pavement,oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. Two (2)weeks’notice must be given prior to placing the finish pavement course.This is to allow for inspection and correction measures (of necessary)of the infrastructure,prior to final pavement. The contractor should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. NO subgrade formation/base in frozen ground/snow.Same for pipe/structure installation. Contractor estimates 8 to 10 months to complete project. lO.An as built plan will be required for the improvements to the site. ll.As built plans are to include horizontal and vertical location of all underdrains,footing drains, and sanitary sewers and storm drainage located as per revised as—built checklist. 12‘All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling 13.Any problems and/or questions regarding construction of this project will be directed to Mike MacClain in the field at cell phone 860—558-8820. l4.Job meetings will be held as needed,and can be called by the developer or Town. 15‘Seventy-two (72)hours’notice needed for a certificate of occupancy inspection.An Engineering C.O‘inspection fee of $60 and a Zoning Compliance C.O.inspection fee of $30 are due at that timei 16.Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing.Town will attempt to tum around within 24 hoursv l7.Normal hours of operation 7:00 am.e 5:00 p.m.,no work on Sundayi l8.No paving after October 15 or before April 15 without written approval from Director of Public Works. 19.Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling,therefore,the town staff/inspectors will be requesting additional compaction tests in these areas. 20.Any unfinished site work will be bonded prior to Engineering and Planning Department sign—offs for a Certificate of Occupancy. Planning Department 1.Landscaping is to be installed in accordance with the approved landscaping plan.1f there are changes required,contact the Planning Department.Additional landscaping installed on one panofasitewillnotprecludeplantingalloftheremainingitemsshownonthelandscapingplan.All bonds required;mylar to go on file prior to issuance of building permit. s l.Contact utilities for coordination of utilities connection. Fire M 1) 2. 3.Sign permits are required for all temporary and permanent signs. Utilitie arshal (Commercial Facilities) Documents e Complete set of stamped plans with the following: a.Plan review paid Code information sheet Exiting plans with travel distances Wall types Door schedule Mechanical,Electrical,reflected ceiling Fire alarm Basic sprinkler layout **PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2)Inspections: D‘UQwrhgog- a.Above ceiling b.Penetrations and separations c.Sprinkler system Hydraulic calculations and cut sheets Underground flush and hydrostatic test System hydrostatic test Main drain test /inspectors test Outside bell F.NFPA 13 paperwork dt Fire Alarm es Emergency lighting test f.Final Inspection WUOw> **PLEASE NOTE THE FOLLOWING** 1.Consulting inspection will be welcomed 2.Multiple inspections can be done on the same day 3.Stocking /addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1.Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead.If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2.All buildings located on property that abuts a public highway must be numbered and Visible from the street.All numbering shall comply with Town Ordinance 6—800 through 6-802. Erect temporary sign on the site during construction identifying the project. 4.Ifan alarm is to be installed contact Police Services. Building Department l.Plan review with Building Official/Fire Marshal required prior to application for building permit.Coordinate with Chief Building Official. Very truly yours,."‘»"///’/fr/’7 Mich‘éie-R‘.’Lipe,AICP Director of Flaming MRL/llz cc:Jeffrey Doolittle,Town Engineer Bemie Drabek,Engineering Inspector Christopher Dougan)Chief Building Official Tony Manfre,Superintendent of Pollution Control Walter Summers,Fire Marshal Utilities 774$Wigs ad’mEuci /O SEDDUA QM 14"($31? 1540 SULLIVAN AVENUE -SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511 April 26,2021 Colchester Properties,LLC Eric Spungin 56 East Main Street Avon,CT 06001 Dear Mr‘Spungin: RE:Appl.19-37P,The Learning Experience Bond Reduction/Release I am pleased to advise you that the South Windsor Planning and Zoning Commission,at itsSpecialMeetingofApril20,2021,voted to reduce the following bond: Appl.19—37P~The Learning Experience E&S Bond in the amount of $20,000 reduced by$10,000 to leave a balance of$10,000. Per discussions with Director of Planning Michele Lipe,$5,000 ofthe balance will allocated totheLandscapingBondand$5,000 for the Erosion and Sedimentation Controls for the project.Acheckwillintheamountof$10,000 plus interest accrued will be mailed to you. Sincerely, /7/b€1?f&x(Jfuw:¢@ Bart Pacekonis,Chairman PLANNING &ZONING COMMISSION BP/llz cc:Jeffrey Folger,Sr.Environmental Planner Jeffrey Doolittle,Town Engineer July 3o,2021 Eric Spungin Colchester Properties,LLC 56 East Main Street Avon,CT 06001 Dear Mr.Spungin: Re:Appl 19-37P,The Learning Experience E&S Bond l am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Reguiar Meeting on July 27,2021,voted to release the following bond: Appl.19—37 The Learning Experience E&S Bond in the amount of $5,000 reduced by $5,000 to leave a balance of -0-. A check in the amount of $5,000 plus any interest accrued will be mailed to you. Very truly yours, 56m W Bart Pacekonis,Chairman PLANNING &ZONING COMMISSION BP/cgo cc:Jeffrey Doolittle,Town Engineer Jeffrey Folger,Environmental Planner PMNNENE EEPAB'E’MENT September 17,2021 Eric Spungin Colchester Properties,LLC 56 East Main Street Avon,CT 06001 Dear Mr.Spungin: Re:Appl 19-37P,The Learning Experience Landscape Bond i am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Regular Meeting on September 14,2021,voted to release the following bond: Appl.19—37 The Learning Experience Lanscape Bond in the amount of $5,000 reduced by $5,000 to leave a balance of —0—. A check in the amount of $5,000 plus any interest accrued will be mailed to you. Verytruly yours, ‘dad W Bart Pacekonis,Chairman PLANNING &ZONING COMMISSION BP/cgo cc:Jeffrey Doolittle,Town Engineer Jeffrey Folger,Environmental Planner i540 Sullivan Avenue.South Windsor,CT 05074 I Tel (860)544—2511 Ext 329 I Planning@SouthWindsnr-CT.gov