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Home My WebLink About88-07Plan Ridgefield IV Open Space Resub WILDROSE DRIVE KRAWSKI DRIVE } PROPERTY OWNERS WITHIN 500 FEET HORIZON CIRCLE KRAM15Ki DRIVE (cont. ) TALLWOOD DRIVE 24 17 Lester J. & Janet M. Roberts PARCEL NO. HOUSE NO. OWNER ADDRESS PARCEL NO. HOUSE NO. OWNER - 25 18 Ming-Yueh Chen PARCEL NO. HOUSE N0. OWNER PARCEL NO. HOUSE NO. OWNER 42 26 Loros & Jennifer Yousefzadeh, 23 Dean St. , New Britain, CT 84 54 Robert L. & Jane George t - FELT ROAD 66 125 George A, b Joan E. Goodridge 43 30 Patrick D. Krawski 85 60 Joseph R. & Rita S. Caspar y p p y 250 Scott Dr. S 67 95 LaCava Construction Company 1 23 Francis E. & Nancy K. Lanois 44 40 Stephen & Josephine B. Sc ocurka, o. Wind. C' 86 70 Thomas A. & Carol R. Phillips 2 45 Eleanor R. Dube PARCEL NO. HOUSE NO. OWNER 45 50 Damien & Monique Paquet, 130 Backland Road, So. Windsor, CT 68 85 Aarvn T. b Shaun$ A. Silvia 87 80 Thomas J. & Catherine A. Williams 69 57 T. Scott & Ann E. Malinowski 3 59 Marc C. & Debra A. Lawrence 46 60 Cary N. & Karen H. Prague 70 45 Michael J. & Patricia W. Davidson 4 79 Panayivtis A. & Linda Lavadiotis 26 351 Edward J. & Arline K. Powers 47 70 Michael C. & Joyce B. Lombardo 71 33 William A. & Cynthia C. Armstrong FOSTER STREET 5 93 John F. & Sidney J. Hutchins 27 347 Thelma Eisenberg 48 90 Loren C. & Gail D. Lonczewski 72 29 William B. & Diane E.C. Armstrong ' 6 107 Winifred Hoepner Wilson 28 335 Mary L. Dabroi 49 110 Peter H. & Margaret B. Wolff telman PARCEL NO. HOUSE NO. OWNER 7 24 Walter J. b Charlotte H. Walek 29 323 Barbara R. Sherwood 50 126 John E. & Susan E. Sasso 73 23 John J. & Sandra E. McDermott ± 8 38 Joseph A. & Florence R. Caputo 30 311 Ernestine M. Charbonneau 51 134 Stephen H. & Greta A. Zielinski 88 179 Philip Foster Pierce & Janet Marie Pierce RIDGEFIELD DRIVE 9 52 Robert C. , Jr. & Barbara A. Burril3 -- -- 52 142 James T. Burner Jr. & Margaret O'Brien $9 Town of South Windsor Autumn Drive 10 66 Walter D. & Marilyn D. Mawhinney 31 360 Assunta F. Vicenzo 53 158 Paul E. & Marie E. Theriault 90 LaCava Construction Company Ridgefield Drive (Rear) 32 344 Thomas M. & Mar PARCEL NO. HOUSE NO. OWNER li 80 Rodney A. & Hilda C. Shuart parer A. Ostroski 54 156 Leonard A. & Susan M. Jay 91 Town of South Windsor- Fonter Street (Rear) • 12 92 Yvonne Y. Jackson 33 328 William A. & Diane B. Carroll 55 174 Raymond E. & Sandra Schneider 74 20 Edwin J. & Rosaleen T. Meyer 92 LaCava Construction Company Foster Street (Rear) 13 108 Mary E. McCaffrey 34 William Joseph Krawski 56 186 Clifford A. & Anita Schwanke 75 25 Kenneth R. & Gayle 0e Darby --. - 5 Patricia D. Krawski 57 192 Steven J. & Susan H. 5igal - - - -, AUTUMN DRIVE TIMBER TRAIL 58 Joseph A. Krawski , Jr. PARCEL N0. HOUSE NO. OWNER 59 Joseph A. Krawski , Jr. BAYBERRY TERRACE Autumn Drive' - South Windsor 60 189 Wayne Matthew Gineo & Ann D'Agostino PARCEL NO. HOUSE NO. OWNER PARCEL NO. HOUSE NO. OWNER 61 175 Arnold, Jr. & Debra J. Zandonella Pp,�, NO, HOUSE No. BIER 14 20 Charles A. & Deborah K. Cella 62 161 Michael J. & Frances M. Pescik 76 5 James & Brigitte King 15 40 William G. & Marilyn T. Revele 36 14 Valerie Ann Blume 77 15 Louis M. & Katherine G. Chiappetta 93 31 Robert J. & Duilia L. Pavone y Y 63 145 James R. & Karen A. McGinn 78 27 Anthony . & Ursula S. Abbruzese 98 1 Frederick C. & Elizabeth M. 16 5O Joseph Henry & Regina J. Adams 37 26 James B. & Barbara L. Hill 64 145 Norman R. & Margaret A. Bouchard y ��. 17 68 Robert E. & Gail Ann Sheller 38 40 Paul , Jr. , & Valerie Beltramello 65 137 Jaf & Jeanne D. Chiang 79 37 Walter J. & Elizabeth J. Ermanski 99 5 Edward B. & Suellen Stevens 18 78 David E. & Elizabeth A. Schako 19 71 Antonia L. Maningas ,� - DEERFIELD LANE 80 61 Sally M. Coriaty 81 71 Ronald;S: & Donna Gosk Rainbow !-rail - south Windsor 20 73 Maxine B. Greenberg PARCEL NO. HOUSE NO. OWNER 82 81 Donald B. Budnick 2l 77 Emanuel & Helen M. Dettori 83 91 Leon A. & Jean 0. Misiukiewicz PARCF..L No. HOUSE NO. OWNER r 39 - 8 William F. , Jr. & Claire J. Moon 94 50 George W. & Joan C. Jahnstorfer GREENWOOD DRIVE 40 24 Michael J. & Jeanne W. DiMonte 95 (open space) Town of South Windsor 41 7 Edmund F. & Helen T. Piela 96 32 Rayr(Xnd J. & Pamela C. Marra PARCEL N0. HOUSE N0. OWNER 97 20 Briar W. & Lonnie J. Adam 22 17 Edward P. & Elissa M. Kiessling 23 18 Joan A. Salerno o>; l00 Foster Street - South Windsor- : A �t?tU12 O��OtGtf2 C!/G7c��01L �} / 4 tit 1540 SULLIVAN AVENUE SOUTH WINDSOR,CC)Npl ZZ �� L �" 9�t �4 COO AREA CODE 203/644.25a �� 96 O PARCEL No. HotrSE NO. aarr�t - Z6 �1 � \� � 100 11 Emily M. Galvin a � .�, !0� ;l- 101 91 Ronald J. Saunders N I �9 O _ o 102 81 warner E. & Ruth, P. Schulz � v z O � O Zp � 93 3Z O February / uar 103 261 Charles & Elizabeth A. DeLuca O O O O O Y 7 "� � � LaCava Construction Company 104 Rabert W. & Joanne E. Reed `� llj5 silos Deane Highway 105 Sebastian & Eve Caramna Soo - o� A u f uratn Drive !14 $ r i Trailwo Drive h 1(]Z Wethersfield, CT. 06109 106 221 Randall C. & Linda J. Buffalo O _ 107 215 Robert W. & Nancy L. Nowak 'J� z� 3 allvi OdSubdivision t 5U di I n g� �0 Gentlemen: 108 17 Helen Z. Krawski � l0 1� I� O 109 2 Clifford C. Pbdewell & Mary J. Budarz O O O 113 RE: Application 1533 111 Ellen F. O --112 � O O I1 IZ 17 I�j IS 14 89 O lO At the February 22, I988 m O O satin the _ O Agency/Conservation Commi 8 South Windsor In _ William L. Jr. & Merrilyn Williams J � ssion approved with conditions Z9 Storm water drainage will be discharged Into Appl 113 4 Mark F. & Brenda N. Pietaszewski - 1� - li� Town-owned Open Space easterly 8 existing pond situ' 114 Paul R. & Carey `rows oF5'o-,A `I).d.t y of the proposed subdivision, C0� la-5 "'°"�t^•~•`�"°'•fO1�"""0fo��""°'°'• 48 49 50 5I �Z activlt will involve insta118tion o� necessary drainage facillt"i°e� a c� L�._.J y 96 L�wiS B. & Marilyn M. Geffen 7,Ft I1� drainage will be ongoing. This is shown g L ..0 coo tor,w,rw J J `S3 g0 O Jensen and Miller, dated on Plans Prepared 36 II O December, P ed by Cles X, r~ i 1987 Consisting of eleven pages. Mountain Drive South Wi..nd_sor, 1"=•a., :, ,S1 - �O The fo3lowin conditions muss be \ - &"bd*1.no 1-4 Iota'• _ _ a1.�.I V '• S7 adhered to for this p be valid, a�sE No. ten. ltf q tn,ln•e, O i permit to - PARCF'L, NO. .h R i d a� e.,f i e�d � g \ S e recommend a bond n the amount of _ 3, h wild . ct. �,4 7 5 1 - 1. W Planning & Toning Commission to ensure compliance with erosion & 116 27 Marie K. ReiC}1Ie '"•'" `""'� _ l !� son $15,OD0. be submitted to the .. . .p.ct.l w.etln,.r t..v.u, rollvt ion Cv.t,ol auer.oel t,h.on /` \ i�/�'�/ I � y VZ• � O � sediment control m r e a 9 u z, 19C1. sr» w:ro.lcr wt.e[. .pore.. t.tt+•n 1 "lo �+ 92 2 Th rea. OrchardH�.11. Drl trwnal Cray[.[ lucM....ocla.l-7!E)- SM.t 1 e/), tuU�ect O "19 \»- -/'Y �' I i - .. to tM approval of th.Cnpin..144 Dp,t. T •n0 Inat.El.tfo., V VV (.� 1 1 kk 77 rea 3 •cce,al.,to the .p•clrication.of the Ton. � 6 8 I - - !L O O (�j� modificationsemuattb�oPies of the approved map with all PARCH, NOe SE NO. � vary ,<,, , ipe -, 73 7D 69 1 ' ^`�, 57 review, submitted to the TWA/CC - /e/q �3LI� I ` v /y, � �` I rvllb 41 e.Eph 1_ AI.>,na•,, t>.i,•.n Lp/7 1 i 64 - 3. t0 he 7�'Ty..}� Wojcik C• Construction activities shall be subject A11.11eG� S. WC•C.3,JL TP.I PJ 30!!M ulaPiOM _� .._ .J ] u.a,reltutlon tont.or wtivlt, �� I I Fl� � �+ �� O/ Town Engineer. [ 117 Edith V. RegUlbutp .J�iA _ i 30� 72 i {� 110 approval of the 118 38 - 119 24 John & F10 tc= r.t.raa•srla, cl,.ctener►I.mi \ / / I � I S �6 4, South Windsor Y and hold h lance BarraCdtO na �� ti3� I ,9 ( application shall armless the Town w poll 1pnt.n•, rn.t per.on, rr.nnt p s ze rnq _ V t i n d e m n l f o f 29 John & Elaine T• Misoda a.tt..t.n. lt, ,ttf�r•nF,ln„, (�� 6 I I lr p against any liability which m1 O f ++ Proposed operation and/or use. y might result from the / Th—.r. 0• aorta ` 7f � b �� S 1�� 10, 120 James A. & Marie H. Whitaker n�} 107 } O 109 59 5. Installation of a paved r I O oad before A drainage o thin set Sea 1n the amount of $2250 shall be 70 �7 EIS g66 �J T �O O re construction 4 63 bZ commences. _ �(J 6( 6- It was indicated at the meeting.._ .: nubmlcted to chla Commission.- �� deeded to the $ that parcels a U acts town, I[ was recommended P a 90 and 92 would be 12. A liab111ty fnaurartce 1 _ t d ' Paltry shall be submitted is thin b9 p them as open space. ed that Planning and Co.laeion Ham /1?v ;ZS, ��5� V1i/ I � � /�� -� �� '� �-� g Zoning , .� Is.o SULLIVANt1E 5nU1>t WiNa50N,t.aNN.06074 naming the Town of South Windsor an en insured, t••�',f A f�.�1 I �,I t�a I {�I t !g 1 !a 1 ��7 I I\�� /`�� with a combined $angle limSc for bod11Y en u \ / 1 / `'O�°0`.• �teccoo[zoa/s{..zsll property damage in the limitamoun of bodil ,Inj - - �• The permit is v j ry and/or / I 1989, slid for one year and shall expire on F 136, I �, 1 13. This application is a (2-71 _ l08 February 23, of the Inland tJetlanda jest to the candltfona mi approval bCraNskI Drive 88 �S' O ' Agency/CaneervatSon Commieslon• V � r O June B, 1988 Z6, - Very truly yours, Arty. Peter Alter R t C E I V E D � / t Z5' `24. `Z3i l2Z,I i� � �6 % �� q i�� ;'9%1 r IO 1 ,`E ;!2J Aker and re street ratty. Peter Alter June 8, 19a8 155 Sycamore Street JUN 20 isms 45 Q l Z Glastonbury, CT 08033 "7� �� O �) �� jj �� ,-//J 14. Prior to commencement of any alto work, a meeting moat be �/ O O 53 54 5 J 5 fi AUG q O t7 1989 n •, 't 111 Luk E held with Tovn Staff. O O O O O O ter Agpl. #8B-07P _ Ridgefield IV John • Oran, - Chairman J n Space ResubdlvSslon 15. All Plana used an the field by the developer must bear the O ut h stamp and authorised Signature of the Town of South - It- Windsor Inland Wetlands Agency/ y/ enc Gentleman: No build 8� JHM,Jr./pmm Planning & Zoning ervetian Commission O _ pen Space g Commission Ha are pleased to advise that the Planning and Zoning Commission 16. No a been pelmets will be !the f until all havemodifications QG 7 7 7Q ! D89 IOWn of 5. Wind5or EC' A•$• Davies D voted Drawings its J11 23 1988 meetin to a have bean complfed with, and the final plane have been O / / / J O �1 QZ ' Deputy Town Engineer *• application fora 23-lot o g approve the captioned filed 1n the Town Clerk's office. O O O D O O Marcia Banach, Director With ll r revige /1 through 7-88,space ct No.l3522, in accordance �O} Hichael GantiGk, DirectorO£ Planning MSller revised throe h 6 7- P Pared b CSone, Jensen p 17, Sidewalk along Totter Street moat be completed to close the ` R C O p c forof Public ill 9 88, Project No. 3522, end with the 50' gap between lore shown na 105 end efl6 on the key map. `'� Grf: slid e Su df l t Thomas D Auria, Building orks following modifications1 Raymond Official O Y Rallovell, Chairman PZC AUG t 1_ All deede for open a 18. Driveways on Lots 57 and 58 to be Spaced an far apart as Close, Jensen Hiller 19�8 conservation u� pace and raadwaya; and Easements for H1^-2� i7Q0 p rposem, drainage or rovaltlea, that Inny possible to facilitate snow removal. h r required in rnnnertion with the approval Of this � /'� � G U roilingUbdiv the must be subinitted to this Commission .19. Lot-to-tat drainage is aubjeeL to approval of the Town Sou flllnq the mylara and feavanne of building Pricer to Engineer. � j WrO� daeda moat be In accordance with the Policy for accepting 5heet L S©r Department and easements and meet hen Z0• "lots complete extent of all sea \\\ /�} pw„� p ��jD Depa rLment and Pproved by the Engineering - construct roadn. Pe rights required to SOUTH U�F;-,,,, O[ OJ'j)( jSStOjj and o Town Attorney, Tho daeda for the roadways gin apace wall be heldSn escrow until completionof 21. Road croaa-eectlon Ss needed forentire Summer Hind Drive item- the Subdivision and then referred to the Town Council €or WINDSOR _•_ �VV acceptance. end Ridgefield Drive, Station 3+50 to 6+00, erase� N o• 2• Concrete sidewalks, built to Town n i22• Krawakl Drive Lot. 20 and 21 (also shown as #58 and 59 on �e end �NG im installed on both sides of all new specifications, Shall be key map) (Phase II) are not approved and must be removed an QQ QQ lot numbers. t_i CJ 3• bootdg drains are required for each house. Prior to the n ) U M a n Index building of any structure on a lot a to /23• Lot 63 is not approved and must be dletributed among Lots eu Mai) � M�� o s e d } drawn to scale of 1 ubmitted map, 62, 64, 65, and 61. The north aide of Ridgefield Drive OPEN SPACE REQUIREMENT BY PHASE K l-ol ((,.,]40', shall be submitted for each must have 120• frontage on ell Iota (Lots 46 - 54); Lot 55 " �-+d ` V S O rl lot In the eubdfdlelon, showing '` }j f l(/�'��J�••�/ elevntione and'tha location ofgtheofootingndrains. No must be eliminated. I�Z J Ex S ti r7 (.ot i j -7 building Permit$ will be issued until the proposed l TOTAL OPEN SPACE REQUIREMENT-3.73 ACRES r/^1 I t� ZOO' a n R d e e1 d r contours, l 24• Lot$ 59 and Sfi moat have drfvevaye removed from the col-de- l✓C.1 1 �,/ - - Se c�l o n s o f r floor alevatfona and location of footing dreSns nr __ -___.rQ_}_��_ Y^ ( �I have been-n sec. �♦ t�lrec�rlof ! o _ _.-_.-.�•-�_.�� pprnved by the Town Engineer. p q f Drain q e f l o w (J Prof i e \ 25 Deeds moat be provided far all o �i�SE3ER OF LOTS OP,�3�SPACE c�e tr.f I�t,7 Area-r e Q /1 c{'e 5 Q Y V _ jI�) a -� total of 10,1 acres. pen aC° Parcela, for n 1 17 ,pg AC. J �' ^ - A�ty. Peter Altar 2 126, 2 1T ,Qg AC. v r'lJ Q ^ _ sed 5anitar Sewer O 0 Juno e, 19BB j plan apace requirements by phase must be Shown on the _`_.__....____.._•_._ _ rc� h iC Plan _ 8 . plans. ( } (�}* �---- ,,.. 4. Drainage for this aubdivaelon Is subject to the a 3• fl -30 AC. 11 (I O{C 2 Z }nr.u 3 Q) 1 f. 4 5 (,7 LOtr5) - I`1 O o 5 ed 5�,d�,,w��k --- 8 Lhe Town Engineer. j approval of �' ,� ` J 1 ,JU 1 ✓ --�•- r O� 27. A atone walkwayIs s 23 1 SO AC. -� __...__ J 0 S O j((( n col-deneat$ Dra squared between Passer Street and the ��+ ( Lo C 5 3 J r}r U 4 5) 7 FF r� 1 n A �5�. If, far any reason,Town grading and ocher alto work na Krawski Drive and Ridgefield Olive, subject TOTAL 3.T3 AC •� 4. 8 6 / �ot J) -1 A�I )�r r C� ��O j J. not tam feted, to Town Staff approval. O 1 ' V_+L_� e rtu ow e r w 4[n 5�p R d 9 P the Town Engineer r Shall ding and site the amount — of a cash bond to ensure final grading and site l grk.rading Thee iv L��S �}•a� tnl'U 70� ZZ,`I'o (25 Laois) cash bond meat be submitted prior to issuance Of a �4_Certificate of Otto Atty. Pater Altar 4 Juno 8. 1968 bond of $30,000 is reguiredlfordlot-to-latgdrainagezading TOTAL OPEN SPACE PROVIDED - 10.1 ACRES Black and white transparent mylarn of Shoats # 1, 2, and 3 with 6. All lots newel be serviced re rho Town of Souies of th approval the athe ntlreve msetfofapinna, moat[berawub=alttedetobLhisrint Commaaeion to 'OWNED BY OTHERS. NOT APPROVED BY TOWN. annSCnry sewer system and are subject Co the approval of be $camped and olgnad. The mu lactase of approval of this the Hater Pollution Control Authority. Commission, as well as the Inland Wetlands Notes /yf + .Agency / Conservation l -�f ' /� 7. Water shall be supplied to this subdivision by Connecticut Commisalon, must be reproduced on the mylars, ��..II VV �/��`,,,///" ' V AASSS Ozone Water Company, After the teylars have been signed by the commission, they will be A [��y ( 3returned Lo you for Ealing ran the Office oL the Town Clerk within I, r irl�li t5 eu`5ide the foo uear B. Street Intersections, shall be installed ors streets, at days. Attar filing theme plans, a copy of the receipt must be _J �^ Policyeestabl and on Sul-Towaece Sn accordance with the submitted to the Plnttnicg Department, C q e `, Policy coordinated by the Town Henwger. fittest lighting 1$ T100 i Li Mi t• t(��/ (y C//]QnaQ to be coardineted with the Chief of Police. ll IIJJ[[,JJ f 'Ii J A� �i fj �t��e/l I}esigned T • Very truly yours, Consulting Engineers. Land Plan Street names and he Fire Marshal of flyo hydrants ere subject to PLAHHiHG AHD EDNIHG CDY+I55IQH �, ( to �nlai fd L 11Q1 J{as �t J Chi S Hers & S[Jrveyar5 �r�* the approval ee tea mere dsuppo of the Town of South /] �j�;� O: Dote D e s C r j p t i O rl Windsor. Street names and supporting J/L/s�f" Lt��G�l� - 1137 Slias Deane Highway Wethersfield, Connecticut 061p Checked W.E.S i installed by the developer pP°rtlnq poets shall be ��C��. �^�.-.+ r n per !n conformance with the -Revisions 7 SCOIQ I = ZDQ` standards Of the Town of South Windsor, at ran expense to Rn and m. Hallowell, Jr. the Town, -`Chairman ,t�ilfel»i�i4 iel y �Quantlt eatSmate. moat be submitted to the Town Engineer cc: H. Gantt 3 Af �•� CU�f�J• + e�+O�for the purPona of detatmining subdivision bondin ,Director of Public Works f I LO1S ConfoYm f Q /0 000 - Ware '�.�(lf NE ��' �O r# �, /�bands shell be posted 4. end all P. Shaw, 4,C of Building fficial `�� . �• '.�\JF w� / ��i V d �e i Prior to flung the plans. J. Collins,Chief Building Official �,`�Pu a Lam,/w nor �1 � . Tr �i V O l v If the developerfoot P>uildable Area uirerrlenf = • `� .- sheer E. Hellevill'e, AHaeBenr �'� ,,Etc _ y -'cam .�` .fi',=, �`.L' 0. chooses to submit a Letter of Credit fora H. LannSng, Fire A lessor ono year Corm, In lieu oL a musty bond, eefd Letter of - - - 1 l Cradlt ,at be renewed on a yearly basis until completion H. Banach, Planning Director re the development. InlandRegist la Voters - A `J 8B Sfpf� GO/�//7�'/7l"S mot' �J i_ pment. If a new Latter of Credit has rant been G �/r�7O� R Al-�;_� ` y/fPro art o ra holds within 30 da aLa �� Con •Y before the ethezLette date, chi Inland Wetlnnda Agency/Conservation CcnmieQiott •�/ / 5/��G �r C , !^ roSelding,may, at Its Option, coil the Litter of Credit et PZC File � (�n r//K�/t3O`- /�n�/� O / f p/ �J�o�f� ire No42 �!�� -�� Sr V(,� on r /� c. 6,tzchitect/Enginear IY� Q O/7CJ�Z�/7/��i"O?7C77/5.5/O/y G, r- 4142 ---- Co al� Tel t Road Rid e i ! of ApplicantNNo. Date Description •. Es��Clase�c,,. .<;��.�. .. �.- � >; � , o F }raj 5ummerwi n / Revisions ,Ir��1Ntf�ts �•�rfa yui��, J Q ! e d Drive ,f d South Windsor Connecticut Job No. `' File Na. rQ/mood _ _ S�bdri�i5rvr� ' Lo/`4 Lo/5 Lof4 LO/ 7 Lof& 10119 �f l�yo/fcr ✓.,E Gf�or/or`l`e f/ ece 4 ,F 5/yonn� ` n/�- 7oseoh /} 1, 0 1i/' .ytloi GYo%f Ca auto BUrri%/ /Llcrlyhiiy�c�r` ,Sr"II r/oc.>%sor� .�1Gd 52 • ??2.67 '•• S 63-�'6�10E 5/7.�.5 S�1-„3340E • S6G-',�/�OE /66,99' 1,5179' 42.64' 77117, /38.20=y- S6r1-3/-.30E 230. 42 /50. 64' who _O,oen 5,voc ' 20o 95' 70 6c Uc�dm`To a rj 70 rr O Sol�/h`Yi�asOr Cot 5/ zo/ 49 v 40150 �, 1 a ?0, 974 5f- o % 22, 490 26, 636 s•F Gat 48 22,/06' 51 �, h 0 o �'6. 87/ S.F, o v or 4. 508 Ac. �? or 0. 462 AG.- 0. 5/6- Ac. ; Q. 6/2 �4c. 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C� �o . 11 iPidQe,�re/d �'vbdi�rS'iorr �.� 2�3/r' o ti tof 6'S �,_ .�o• Q � 24 786• a O 569 . iv/F A/iltiam X jr' G'cf17th.a ' r9rmstronu a reed �5'U6o'/iirs*1orr - o Lof 6'6 Saute Planning 1 r1 ar.6YOf/c. V a Planning & PT# N COORD E COOR'l:i G 2 , r bQ 6 17:3668.035 206157.071 "'_ N,�f' lYarman .z2. 7 17'a5t�4. 432 2t�6292. 76 -� QD<18/ N/F George .4. E ,Loom E. Y 2 /y69°/9=381�Y Uvodr.dae /�/4l,�CfY��dJ'r'Uf70%Y/5/O/7 aucnorc1 8 1735•_•1 . 193 706_ _4. 61 1 � Sec�ior7I 12 1 T5679.565• 206004. 049 /,9 ) !8} (17 Z 14 173654. 382 2i16�.►47.98B .y/F _Mirlia0avi'droir�'ci'a �` r 15 173668. 163 206(:)82.053 - �� 3B} Z�217f7e D. -- IVIA JCott T e,y,7„E 37 • � I .y/F Tire !a Cova Q /1?cr �c �r�rrc� �h'�°T-• =- �7crl�iyowshi o Exisfir� /i-orr F'irr NIA, Rar0,7 7 E' 0011170 A CO/7Strr/Ct/Ord omoonlf_ "BOlindor�c�p Pr�,oprno'ForThc ��-.�4 Z0/7�' 52 173743. 992 2C►64:'•.6.545 ,Sii vi'p /Yo e• ° ° • � Ferro osed/ry� f•'ii� La Coen Can�/rv�fa� GOrn o� � 72 173807. 089 205904.928 A//LOf.STo.c9�.5'��•yc� cS0!/h !4/irroSar Gorrrr�c rcUf� o E,riSfii�g /LJor�r�inc�/ y 73 173761 . 875 2Ci5883. 579 Go/?K Wafar ,p�rnp E-yyy�op�a • Pro O,S�'d/1-IO/!!�/17�r11` �9�5'ocica n� !-, .Scv/e/=/00'C7pfC 7 30.64 (!�/ E,riOfi?q Lof/Yarrrb z 359 173845. 284 205573. 801 SybC�il/isio/7 roic�/7 y 361 173710.998 205991. 333 s Designed A•K. i Consulting Engineers, Land Planners & Surveyors Drawn 364 173796. 39e 205584.295 ,/ Checked TL-D. No. Date Description LA 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale 414 173683. 354 206560.565 1 hereby certify that this mop and survey were Revisions Date Dec. /967 prepared in accordance with the standards of - Classfl2survey as defined in the Code of Pro 496 173326. 405 2064o5. 176 Lice for Standards of Accuracy of Surveys and d`�S U .. . 'F�'�'• j�Cf/Q� Sheet No. Maps,adopted December 10, 1975, and as .•��{ Ya_Ni. `' ' amended by the Connecticut Association of 3. !/5 e8 51aff Commen15• • •o A royG�'7 B GhC��i/77[7/1 Land Surveyors, Inc. - Y 2 /o r 88 5 to f'�' Co moments ; : r ,�G? .5�`/"UG�`/UI7 10 CLOSE,JENSEN !�MILLER � /� � Of TvyO Soufh W`rdso�-- P/orrr�ii� o�d Zanirr Go�nrnissiorr ��: ., �--� Civil Engineers a Surveyors / �/188 SS'�`Gz7`'7`' rc� of%/ I�ri ye, ,SZ;1�me1-U1incf _ No. Dole Description r. a'-_�'�j,;;� o �+� -ter- -�,� ' EY `�•�o suR.,,�� SoUfh l�Yii�dsor- - Gonnec/`icUf Job No. Revisions „• File No. NlF Fred�rt�K C . - T#N/F RU.SSe11 L E BoObfe N Ct n O E COORD St. jOhn er /! 58 f1 1734c1tJ. 498 2c�6b54. 191 N/F cnaries A Z78borgh l-C r ___-; �3 SEIt p O \/Z 6t`j 1733 79. 381 2- 5 N/F !�li!liam G. e Maritun T -- 45 I N/F 705eph Henry R egr'n a 7 - e e+ t/3 5 6432$3 9' ` �U66b7.,.,72 65 17.329c). 866 -,-7 N/F Robert t` E Gail Anl? A dams 9Z 9. 11' 35.22' 2067�3. 658, N�F DGvrq' E. .She ler I" � \/ j 410 17329b Fh'eO1Jet17 'I.Schpk . 478 o - (/5 , 206747. 998 1 223. 607 1171\ � (/6� ` � 2 173c i7523. 784 1 57Z.•50 17'2934. 716 22U7416.628 -' wr-- 4 4 J 45s4 172872. 488 207583.546 per o0nn�- ---I." 45b 455 112743. 474 207615.939 2887. 248 r W.� �.t�758c1. 939 1 NIF Rye ed 172825- 601 207566. 179 ---- "" 457 172887. 429 458 2�i7399'.261 172582- 795 207286 423 1 t I/ 492 173341 .555 206467. 92S N 493 1733 53. 167 2- .U6447. 414• 4 p 495 173302.899 �. 206406. 918 N v o 497 173314. 791 206518. 927 c„ ,o Q.t Qw 498 173291 . 904 206S29. 515 o TZ 0 0 - parcel "8' �, IO be aeeaed 'VC open Space of Tvwri of South Windsor Ve 1-0 be ecle to ry s LOan of Sow r'ndsor .4.196 _acres �e 05h o . 177.a 57 SF. oram� nr. Q. D(o5 C. - Note C ea 0P� space Area 5 fo G� given a Goleta/ 5� ,o ,o /or fo , Trar/s{r fo A, o ��. �CteQn -up debris orrd fa//eh limbs e 7c. -R=25.oo � +� A Starve /kw // Prow! ed Between sf r 51r f t Cu/-d -5ocs on �ra�✓s ei ' Sri v and �Pi e ve. tails C v7a, z oCofi on o" Q e� 5v6,�cf to Fawn f/aff Aporovol 3 69 `+D'- Q�3 Xl, a rr 178.00 ti ? � 41 2/ Bea s. 4�� '9 F N77 `DO -56 E Q-52 n o � ar D.49/ F�c. �o N 5T -35'-5l"GJ ,� v 178. oo' O 4o�-3a e ,.w ,ti ,Lb 457 Q=2�r,• , OD . a. L=39. 27' = 24•s4- Shy h� �= /3.3 a' 0 5'-5VI erO �l nd© ,52 .3 4 _ p NIF R o11 ut •50• &7 3 4�8 La 4iZ __ ,�j% �a2 of .�.�• ., ,.� - e JJJ- /�ofMIN -o To�✓r7 o Joufh !✓indsor p6s 4.8Q1 ores �o�3s. ^/ `OD at m 20' v,�"/''ra R� lull R°p erNoak y•0 vo ( 0 R' 901 = i8° 4 _% o-07 ., 1. 45 f 5 65" 05' 11E - LX Co w °17° 46' z0' -4g.`:" " •--� 56.63' L= 20.16' --__� apt \ e in �a C,2 s. ,c. • (o �,� v- 0 00N v - � of:aaY-To Towns of South lti%�vdsor r,., Q} ,e i(S Ny- _ - 2p�AtiJtTAR SEu/E 5au7NSUP rOW19 �/�o > z EU emen --- a - - -----^� _ {�o �o ,1S t/7 ortj r NSF _La Cava Detenrr'on i W 3a^ 67 D7 ConstrucPr'orr CO. 64 ¢y8 45 7 a 87. 88' N ��,,1 i � 2 „ y,j 4C� 9�.-r7' N/F Al ne Matll7aw Grneo �` N 16 e 61, V N r /tmold r E r k2,5i ._g g TQ _� 7 - / Deb a Mc- �v/F Mrchoe/ E Frc/rrces M. �r/rr D�tUo st/i70 „ rv/F 7arnes R._E korer�A• � Zandone//tT � Aescik N/F Phillr,Q PoSter 14erce E Windsor . •--� �3 1 � � a�•�et Marie ��erce� South a&�oningOW Commis��ntt � a ooer/ s ace Jubdi vision Dlon ` 3 7.5• 88 Staff Comrnenfs 2 /�_e8 f co�m��ts , sTl�e� sta Q f�'l aae eno�n s/1Z/Bl$ sfar`� Cornrn--rfts !!'• Consulting Engin ers, Land Planners & Surveyors I hereby certify that this map and survey were No. Date. Description e/�b.' .1131 Silas Deane Highway 'Wethersfield, Connecticut 06109 � 29 Q'- 5¢ W ��s Vravm- R�. 5 Z13 9p 1V bb O �lCIt T.t..� prepared in accordance with the standards of fSeYitiiQAi ,^ rII ' ClassA-Z survey as defined in the Code of Prat- C Q tice for Standards of Accuracy of Surveys and ""� . Maps,adopted December 10, 1975, and as ` .,I 0 PU COnstructipn CO Doff. Dec. /187 amended by the Connecticut Association of ,� �_-„ � - Land Surveyors, Inc. PrO,oe!'ty Of �' Shaft•NO: 7- CLOSE,JENSEN Bk MILLER �+ Civil Engineers a Surveyors � a�;, LC Colla Con5tnIctiat7 GOmpQ'�?(� _ /� By - - �•.� y�r4TE5S �e• _}/ iG7 ,�1d - - - _ jQ/r►a9p _ ._ . . _-. . .. r'w 8,t' JJ .� two r!a'Sdi /�lpr7rl/I:�Qnc�Zprllrlq Cp/77rt7J5.5vOr1 \ Z Z V .• Jooth ti/� dsor,. Connect/cat J Of Job No, . . Filk No . . .. . __ - � � - I I - � � - - ___ __ - - - -_ I I I . AV O'*1-ya,41'- 6;2911CC71611_ .... , 1'e,7�v-Za4,01bpe.51 . I I - , ,5i�,'._ - "le";,&7I 1. . . . . - , . I . 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LYa�r- Coryr ■ Or oSea'/Yfor7U1n,-171 / C' �\ .-� t c e.'`x'/¢ 4h .GcY-Q/ �jt/P.rs sc`p/�'/'�/00'lJaI 'I . - �i�ti �Xisfi� Lot/Y��bor� � 1� _ 'o F.C. ZS/.55' - -- - E .-.I1...I.I�I.:1. I.I�I.II.�I )..�. ... , .'!.,I w�. I...1/,I.:-1.. II/&SI ./, ../.. ../.I/") I,I,/.X� �",I.1*.�1,I .. I. -1. � I-,_. Q � - - � r • ` - ti ---__ - _---_ — -- aye e��e� thez Designed A-Jc. .4 .,%- o�.... i_0Y�:.. I S ^S/o e /Pi ht f�es �wed Under _ , �, �i' , .. --- _._ .: ' / - .) :. P 9 - , Consulting Engineers• Land Planners & Surveyors Dravrn .C?BB. --_�I. I,:!.�:�;1..:.,�,.�. ,.r.a`Ir:._"!. / ti ., .. -_, • Sectib" ff Subdivision. - _ __._..._ _ --__ -. __ - //// Checked •,:/-_za. .. / c/aZ• 1137 Silas Oeane Highway Wethersfield; Connecticut 06109 . / -_ No Date Description Scate / 40' i / -- ... __-__ _ ' •.- ` ..-�.'.._-;I..........-. I..-.I...�...,I.....1...I1.II.%..'................I...I...........I...-.I...I...*....�..�I.I..I....-1.:�..*.,.I 1I.,,.'-..1-,..I._.I 1....*.......1-.,.:,......�...:._...*:I._....: Revisions Date ©ec. /9BT .,'; ` ' I hereby certify that this map and survey were _ __ _t:�` .. ti _--� ••. - prepared in accordance with the standards of a - 'i . "ti: rrwrei ,r�urrrti . . - ": ,. Ciass.92survey os defined in the Code of Prac ,' +.*r°' ,�y •o, - . - . .• c 0aN aGNN ., /t Ir G/ I ��i /G/ _ for Standards of Accurac of ury i`�. ;� �.• o ,. r_NF� •, ,, 0 "..." '•. . - . .... , .. . . - -- Sheet Na I �' a tice y S eys "and c '� `'A a'�,l'1�t. / 1,.s 'S 4, ;,'' T'CG`~i. 6S Cf/O/7 27 0r7o • Maps,adopted December 10, t975, and as ~'; '� H o� ,.Ap ,.� H• Mid- _ i . -., +• , v%, a, t ,t C;: f'ra art D ;..i . f` ecticut Assocl f e\: a 'amended by the Conn anon n { . r land Surve ors, Inc. '� 7. 5 8$ SFca f i;or+ar� ri. `� > t �- • _ CLOSE J E N N 2 �/7/8B �S/'a ff Cvrnm e/J'ts =* � � % ;#; '�4 `4 �/G71�G7 CC�/7.5�/-UCf/O/7 �i�J/!7 4/7 -rtv` . 5E R MILLER �! , a - . .,c .,[� No. alaz , a o% atnz a� , Of TvYD - Civil En ineers 8 Surve ors / 5�88 cS/aJ�/ _ C4/fJ/77e/ f,5 r No. . , - • •--. r 9 Y r . A r 4r ....�1.I.!.II.I,'I II.II..I,II.:..',�I_.I�. -.I �..�..II*I..(..1.-..-..--I_.I_--I._�_:..��. .I t_�I__I_I I.I_..II....\.I...I..I1..�I.I,..I�.1I I..I-..�.1..I I...1I...:........�..7 11�...I.I',iI1.I..,I�1I�1..I-1 I.I.I.,.-.�...._...*._..�..I_. .II.I..*....II.....I I.1. ._.I__....:.,.I_. ... ..I.' t. _ O _ � : <'�_ � � . � , ejf act �3id e�''ie% Or-i v S . . , rf87Ea fG�$�� a u�!rrlerLt/irlc�/ . .. .. .%�� N O. Date p e s c r i p t i o n' 9 y'-rrrrrd �,� i �i F,q .rrirr� C�' J N . _ _ . By � %•,00 s u a v F 'o.SIorvaL -; `J'OUl`� /�//70'SO/; G'017rl6 1-` ell` 0 0. �'� 7 - a' - . . .. . f ReVtSIt7n$ - r4r - ��rlf ,F.- .. - i _ t e a• , I . . - _ I - .. - .. .' 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T,,S. �\ l \\ \ � \ \ 1 .{ L �' S' F/�P v Grae/ Wa lk- i _ \2s \ \` _,R=25.00 N \\ \ \�\ \� \ \\ p#'Iv r"UE � r„ - •-- ' M •+----/L' »"3c:-.Si" E1� B \ � ` \ \ Locate rcueSf /- ---.� ,� -�-_ �\ \_, \ \ \ / \ <' IN J69 1 �\ \ `f.9�o __ -----__ _ i ` \\ \ `\ \\ `\ \\ �0 ��O IN C7 \ \• S• \\ `\ ♦ \ \\ t\" �9' c� Nr77- $6„t" \ OAK\ or. 0.491 Ac.� \ ♦ \ /. _._ \ \. --_ \\LIKe 1 \ ` \ \\ \�/%qe 340. UU'_ _ 6o �\ t ♦\ ^' 1 -- \ \ ♦ \ \ . -� _ \ I r\ \ A 5Aone Wolk/✓gCZ5hra// 6e P1-oy1'6(ed \ �� 9°-�0 30 \ \\ Z71 \\ f301weer7 Foster- and "be Gu/-de-sacs on \N\ \\ f�n�` Trees __ \ To ` Re ''" \_`_1_r \ ,�r0,115ki Dc grid ve /�a' e ie/ra' OriyP Oefails `\ ti 1 Z Z70 �'�` �♦ ` h7alr� % '~'♦ `� ol7d ZocolIQ175c76 ecf to 7cA117A r ur/p/\ �q Akhot-i Q o,- '$ \ ` \` ' f"^ __.. /' /r \\ \\\\ 7- 13.3 .' -- _2 \ \ \� \ \\ \ \ \ `\ \ 1 -_ g . 7Ale 1 \ 252 -____ �\ NlF /?�--` Bolterg- \ �z r NOTE ' z7o ,30/ AF \ \ f \ \ ©= 2'2.2!1l� ! ar. /�G. •y �.=_ ..._. �._ .38/ I ___- -` - ♦\ \ \ - \ \ \ `\ \ I �.. \ �� -3 AIIM e/Vew 5'dea/a/KideLuGz//C - Z \ a r \\ \\ 1- ter_ (P iy✓ i ` \\ \\ \\ \ �,� \�� \\ \\ -.\ 1 ` �� \� _ .% / \� \ — ♦ �\ • _ _._ _... � \ \ \ \ 1, \ �4Xis/`1179 . Open Jp4ce \ --- -1 2 ___ a or\ �o r 1 \ \. f .S uth tilino'.r \\ J \\ \ 4.801 rt cres \ \♦ IN\ Gra-U el Access hipad ` \ \ \\ ` \ ♦\ \�' \\\ �\ � `\ � z60"."'.i'"f �5'eA/ D�r`aiY-SNT \#Y,c \\' � �\ \\ \\ \\ \ \ RODer! w-owak "_�--- b—` "lSJO°j9'S9" / 'e4i,V,gG / \ \\ \\ \\ \ \ \\ `\ ` • _ . ` \�`Z _ 2`�6 C \\ - \S O' �-- E i T Qi r \ \ \ 6 Q53 26 .� _... _....�.-_....__....__ � -"`_ ,S•5 ° " ""r-, ."" ♦ � '"``;�'`• _ \ \\ \\ \ \ \ \ /,""ram" ' "+. ...__'"- ��\ \�''`..\ '` \\ ` \. � \♦ �U'` � 25 79 - -- b.S9 `y--` 5 •G-1`-05r. �'C \ \ \ \-_...,• t'�Q \� \ \\ \ \♦ a _ a-l7 ,-� 20, - �1. 56 yam. sa gu, 40.0 Z&b 250 a3a ter\\ 2s�y ' '\ 01 joVAY ern o /n�"`r} -�._ �\ ` \ \ �,, \ �\ \ \ \\ ``-ram/ ,+- i r ,' .' , o in 13c51 v Tacuh of ,yvu/h , \ _ `\ �' \\ \ ♦\ \ \ t 1 / i `U 0etenriori / r ' ~. \ NiF _��:I ':,Uk G' \ \ \\ ♦ \ \ \� .,._--- t 1 \\ /� . / . 24F3•""'_-y` - t Construct / \ ion ` Co. 65 \ \ \�♦\ `\ \ v ry_y � f ,1I1 I �l t I / 2-4 6 . ?07 8 87. 68' 3 i _ _ W ' 0.020 IV ll' \� �� l \ \ \ ` \ \ \ .-� / �/ �� \\�- ��j �✓ r/"'^ '� yL. i b°- rZt\ L - F Boyne MaeloeAl 6rneo 6 ` S \ t N/ ! / ' N/F Ar/7old r. De o _-,6gosti/ , \ - \ '•`' ~ _.-. r i �y y - \ \ \\ \ ` �`^- +'•`-" y//r`. '/ l r . "'." -- ` �.""�J/'/ /i/y "" ,•.'..`\ \ . t - 1(�Qg Ann D 7o \ ` \ ` \ \ `'- -_� "_'" - /' �' -' ♦\ 2`'4._. - , 3 1Jv ' Zondanei/o `� \ \ \\ •� -___ _.. r.-- I �.�, . __- z42 - p�� /F M/c/ioe/ eronces M. N F ofn e Qrel7 -- / Ginn � (lg � .4`� -.. . . \ •\ \\. � \\ �\�\-_ --_.. .,_,. .- r.'.-,y_ _-`�Ir-_-r-"-�%--'_rr-'_/- � �' � _`I--_-_ 2Q ;.h �-�,,`�-_ - _ T �t YZ oWn�%stnbdGsQ ° �Os et rerce 240(�3 � a a1 /anet Marne P/'erce 1Ct1 1fi�Sgj011 ink U irk /ice + ,• /� , #/ / Z36---+ - r K 5k�iff Comments 2 lv/7/88 st�f;� Comments COiQ.4Q Q1Lfl - - #psi e�4 A•/� Consulting Engineers, Land Planners 8 Surveyors U /- // 29� 9a i �' r r Drawn R.13.,,,• hereby certify that this map and survey were / ` .S74QI CO/17/Jle/7f's /� / // N 66.-59'. 54 { C "r� CfieCkfd T.G. D ✓ 1137 Silas Deane Highway . Wethersfield, Connecticut 06108 �" prepared in accordance with the standards of 1 No. Dote Description ' / � � - .4.__ Scala /' L� ClassA-2survey as defined in the Code of Prac- - Revi>lions N/F L COVC7 -�'~ r. ''"� Oath ©eC. /�87 tice for Standards of Accuracy of Surveys and /� / Maps,adopted December 10, 1975, and as ��,��ra r a,,v rrar.�� Rl do'L��t�l d / gf! Co2.5trUet`Io/7CO' -f o� _ ' --__ _ amended b the Connecticut Association of ; �� f•cnNNFc�� °f aoNNe T•� .SeCt10171L/ I° o Land Surveyors, Inc. p N• Ml- -----I a ./ ,�a .�'� <=cam„ .`��y' �� H MJ��c�..9 _ Sheet No. Ti,/ CLQSE,JENSEN a MILLER : 0,0 Ica; ;'o �cn'; A-0,0erN Of a C _<Q - o- Civil Engineers El Surveyors 40- _ La Cava C017511-0 1 an Com are By _ No 4142 p 0 'w � No 4142 1 © �• Q / O 'S Two ~0 RF�lS76a��4'� , '��( �'QEGIBTEi�i"��?-��` - G+..II / J ©aa/ Rid e, off DriYe Sul"Iv �"- //7G� - - a L.�raNA� tiNG` '2�o ua ♦ JOU#7 /nCTsa Conn eCf7Cut *� Job No. ' - M Fit* No. - _ Tn//l�Yood � �,xs�sxiesm.mrsesraa�aasw ar�•o,rrsraammr�ea _- _ Svbo'ivi5iyri • - ��-_-� � • LotQ LatS LofO - Oaf 7 Lo/`8 • ,�rr'l�Yo/fcr c%,t Chor/r�fl`c.5! �U/F _ ose�yri�9• .�'F/orer�ce R. .pr'-.f'aber/`G.�/r f Bor6arra A. a/.-Gs'o/fcr I>�'/Yloi-�/yn 1.7 it/r�f?c�r�c�r f,'i/do G. j iy/.�' Sivor��c�-5` n;,r�:/;a,�S r,sldr��' 150.64' - � !?io%� -- Cop��o BUrri// `_ h1o`s-hir��cy _�3'/iaa�/` � c%.•F�on � y1�Cc� -ry � 6 2 � � -" 7P?6'7 S63-.�'6':40E• / / / � \ � � � ``_`- 5�7.5.5 '1 _,- '� �-'3.�4aE \♦ , \ �. �_ 564�3/-SOE - 42.64J • 77_/7' / / ./2�/ 1 ► Z! 3. 2/' -- �\ �-\ /38D5' ;�820 ._.y S6�13/=ODE 2 0. ¢z' �. /66.99 •- /3/. 78 //--- ` � �-\ -- / / / / 1 I 1 , + 1 ` We 304 N11 \ _ \ \ ,\ // Loi 49 0/ /�' �� e Line _ 0.508 AC / 0. 482 Ace_ /% / `ot ♦ cn i � � , 1_ _. ► \ \ © \ � \ \ Tree Lof .49 �\ \ �� \\ v j ' y I i��' /�296_-_ ti �' �'�'. 49O . 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F. r 3.0 p b ��ope- - _ p v za/ / / _- 4d000 x 0, 66/ y�`, f" 26_OQ'9,Sf' S ! W �l / ' - // �r 1_�'I' � � � / ' / I •4 _ 1 � �� 1� �'�+."^"�.�.r'�y -.. i/ o ��V AG. / �� '�� ✓- �_,_,,.,..�- r �� NO fl'ratys,�rr �Qn �' I`70 75001 69 /9 _ �.,__.._-�-•-- w_ cam, � - _ -_ - _ � � � __._---- _ ---�_----„' 270 eao _/ `0 51,9 S"'n 4o. /' tiyivt ,eeAeJ k' / / r ro G42162--lam ._�--__--_.._ \�A 2�t� //-'"� _ji• y//� fit G __.•�..._:....._._..._.-.._._.� �-- � 0 � I ' - �_,_.�._.-- 2 2 --. ...__ �•o.87/9c. �,.• � //� \� - -• '"�•....... ,....ram ..n_-� rnr•^_.rn�•. -i Jr•�I (V LO/`F7 r� "/✓r Q ��b /// �� / - �Q•./-• _. _..1�/' -I /``'y �� IF G✓i//iam r3. F 47i-017Z. 2�2 �---✓ `� �� ar. 6SOf/c J I . y� /�i _ /7S"Cl�' p 2Z2.44' - --'"" ��- of ry s 3 8 b �� /i or 0•(ot3¢�QG. /�' VV to /Q/C7/ •a \ SCC /or7�7L .9jryW - 'Ri I t,=Vea /0 he- e7 1A16 4 eT-we&1--- Aar f' _ (fly / � -s � I_,-�''- - .�"� / Vj� �' �� 2¢a�BG ---F_ / ' ��. //�_~•- �/'/ �iv'�e is/d Svf�o'iy�s�or7 � � •,, _ �.-�--- t z. �, 26 ev ,E F �/ '�' / / J� - // / - _` -_^ -... �- w�� . ► '/ /'�//a.�e�' /V BB7 8B 5.2<F' / R tG 3 '�± $� .Y/F G✓ili�©m fl Cy_ntr�ia C. �..� /Y /dSv6d iirsio/� . _ - p S►go ut hx p W III jndGS8OI6C � ,, , P &� 1„ 1[111SStO1t Z� �c�e � � HiF GPo�e � .E �oor� E Sec�`io�I ovcoa/d J. E Aotricia 36 y _ s (3ry'+ Iv/.r 5C011- 4017E; ` ,/ I ,�Llc�v .P ��-�r�Ge �y o/i�ows/rl + /Y/r' The Lo Cava k rT L r>a'' EROSION S SEDiM£NTA7ION CONTROL NARRATIVE / N/F f/c7ra/r7 T F J/OLI-r© rf f/y CD/75 UClrO� OrT7 of7 ". ��; cv. ,rl�in ,"o�p �c',�o.- �c fIA-30 ZO/7�' - _ • i/Y/O' k !y4J�e THE PROPOSED DEVELOPMENT CONSISTS OF 22.4 ACRES TO BE SUBDIVIDED INTO 25 ,- �/��, ,- Lc7C-vdv c�v 7.5IrLiGf0� ✓J�77�Oi7l�. � - { OfS. O f�C SBr,/ s _ n viz ♦ RESIDENTIAL LOTS, APPROXIMATELY 1910 FEET OF ROADWAY WITH ASSOCIATED UTILITIES.' .1i.7d�J, �iori��GfGU f� F C A 10� Y ��M G��K��Q - ._,•, -_..__ MOM. I. Area 1h �'hi,AG a -file, 100Year Lim IT 15 :SHE DEVELOPERS RESPONSIBILITY TO INSURE THAT ALL EROSION AND SEDIMEN_ + �--�- ! '_f �h �r%2'�/ SGC,� G�C7,�G , .34 f.�-:a '�` r ,;; ,=r.;, �,;•<��', ��i-�-�->�;-:� r TATION CONTROL MEASURES ARE FOLLOWED AND THAT ANY UNFORSEEN EROSION OR SEDIMEN- r Up Ivila�tp- W&Aaod� 1K�uIi GjGVT1QYl, COO { RO{..,, pLAM - TATION PROBLEMS ARE-RESOLVED TO THE SATISFACTION-OF THE TOWN OF SOUTH WINDSOR. HOUSE SITE DEVELOPMENT 2 ' . add i•l-ioha.l Ala � �rca�,iv h Grw+•�rt�4� To �G �._-.-- _.. _. .._. . _-_._.- _._ - -- - --' -------, ,--- ----.. UTILITIES. NO AREA WILL BE DISTURBED UNLESS THAT AREA WILL BE CONSTRUCTED TO.FINAL CONTROLS AND ALSO THE PROPOSED HOUSE LOCATION, LOT GRADING, LIMIT OF TREE PHASE ONE, CONSISTS OF THE CONSTRUCTION OF THE COMPLETE ROADWAY AND ROADWAY ; PLOT PLANS FOR EACH LOT SHALL INDICATE PROPOSED S£DIMEKTATIOH AND EROSION Il�1�Aa1(eJ A*, ''�a� �JG t✓Gd �jy ii4e, oAm , . �-.- , I � �/ r // •// Desi teed CLEARING. DRIVEWAY DESIGN A SITE DRAINAGE: THESE PLANS SHALL BE SUBJECT Q � h 1 L G,l E P PI J f.11 (� t-.`6�I f{t Q Z g -- 5PECIFICATIONS WITHOUT DELAY: BEFORE ANY AREA 15 DISTURBED, THE T0£ OF SLOPE .TO 0� OL� Drawn HAYBALE DAMS SHOWN ON THE PLANS SHALL BE INSTALLED 70 INSURE CLEAN RUNOFF FROM THE REVIEW AND APPROVAL BY THE TOWN. _ _-_ I j C()!l S i i I!t n C� E n(a t rl E'F r 5 L 8 n i7 i F3 n E',r S S tl r'v F -SITE. THE ROADWAY DRAINAGE OUTLETS AND CATCH BASINS SHALL HAVE HAYBALE DAMS IN- UPON _ �. Checked T�.D• STALLED IMMEDIATELY AFTER CONSTRUCTION. AS SOON AS PRACTICAL AFTER ANY AREA-IS APPROVAL OF INDIVIDUAL SITE PLAN f3EYEL0PMENT; THE LIMITS OF.:fJEYELDPMI KT Nc p a t e D e S C r i t i o n v'sT- . 1 1 3 i ._�s I S D e 3 r,E H t h w�?y W t h e r s f i e I d C o n o'et w 6 1 0 1 Scale BROUGHT TO FINAL GRADES I7 SHALL BE PROTECTED WITH A MINIMUM VEGITATION COVER AS S)IOUL,D BE ESTABLISHER IN THE FIELD FOR EACH PROPOSED RESIDENTIAL STRUCTURE- -I hereby certify thpt this map and survey were 1 Revisions GIVEN IN THE ACCOMPANYING CHART. ALL EROSION AND SEDIMENTATION CONTROL SHALL BE _. at DeC. 1987 ALL DRIVEWAY SHOULDERS SHOULD BE STABILIZEO'IMREDIATELY UPON COMPLETION OF prepared In accordance with the stondords ofa -0 . e MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND LANDSCAPING IS ESTABLISHED. ROUGH GRADING. SHOULDER SEEDBED PREPARATION SNDULD FOLLOW THE GENERAL NOTES CIasSA2survey as defined In the Code of Proc _....; ( ,a�fCOq��, I PROVIDED.:,MAY BALES OR FILTER FABRIC'SHOULD tiE USED TO ENTRAP,ANY SEDIIEtiF �� PHASE ]I WILL CONSIST OF THE CONSTRUCTION,OF THE HOUSES ON AN INDIVIDUAL BASIS: GENERATED FROM,EXPOSED SOIL SURFACES. DRIVEWAY ROADBEDS SHALL,BE STABILIZED , - ttce for Standards of Accuracyof Surveys and --__ •`` of hf of •Nkfe '•. HOUSE LOTS WILL NOT BE DISTURBED UNTIL A PROPOSED HOUSE WILL BE BUILT WITHOUT DELAY' WITH COMPACTED;ROAD AGGREGATE'AS SOON AS POSSIBLE. Y '�..'� It --cf� .•�� '„ .''rc'�.- �+ ,r 7Tr r Sheet No. O12�' HAYBALES WILL BE PLACED A7 THE TOE OF SLOPE OF DISTURBED AREAS ON EACH LOT BEFORE Maps,adopted December 10, 1975, and as ! ,• r' ��''_ duo . �' ti11� G c/�'G"//O/71-sC _ ANY AREA IS DISTURBED. TOPSOIL:AKD•(XCAVATED SUBSOIL FROM THE FOUNDATION'AREA SHOULD BE STOCKPILED amended .by the Connecficut Association of -•; ,•_., -` ---. ... _i ,. y•0 ��; t A �'�� < ; f f Ga r*,cnt5 �r i -- . WITHIN THE'ARFA;;OF DISTURBANCE IF-t10T USED FOR UNSITE REGRADING. EACH STOCK- Land Surveyors, Inc.. � -....--- -_....: ......___. y PILE MUST BE ADEQUATELY RINGED WITH:SEDIMENT CONTROL MATERIALS, THE PROJECTED STARTING DATE OF PHASE i IS SPRING 1988 AND CONSTRUCTION WILL (1:E•. MAY C 2 x 1*; �` • :* , Lo ce�Ve2 .� �c/� BALES AIO/OR FABRIC FENCE.) LOSE ,JENSEN MILLER _ _..._. ___ - . _.---___ _- _.___ _ .__.-.._____ r C VO/7 / UG//©/7 c/U/T7 C�/7 TAKE APPROXIMATELY SIX MONTHS. ___ -- No 4142 :.v �4i42 � C ___..__ ._ .. ----- -.._-- _ __. ._ _.._ _. Of nree C' Engineer a Surveyors / ,88C'O/T7/?!�'/J f5 L?ote Description E � l..q�Qr�,$'t¢ �,`�0�� I - Rfq::�iR�OCv� It� /Vey' SIMI,7er'Lt//na� Pi -1 Ga/�r,eGl G✓. E ,-J- _ - _ By Revisions � -.° IL'••,,��NA�. � Job No.- . ..-.___ 1K1 7 j _ -_-__- _ _ _ ___ I Nib' rr r " eUerh....-- -c of ,V;F .RJ�,.�err. • N/F U7Uriar� r{ c �BVOrGI"t _K. � 3,�� , 4 .Seri 4 N/F Ji liC1 G. 1; 0_ i! n T �� _. S b4°z8'-24"E \ �` b;'r �e�C117 N�r1r� e Recur{ �_ Rem 9 \ 28p /v;F Robert E e Gait Ar7n 32,9. A. I t+5 RoDcrr jou Rued.. If ON I) ...... ._.,- ._.....__ -___..... -------_............___._-..... ..--_......__....._.._...„ .._.._.... ..___-_..----......_..,......,.....__.-.......__...-_...,...._.,.._............_._.....- .,..._.......• ---"""". ter/ � "V/`� ``•\ `` \ \\\ \\\\ \ c'j�\ W � �_,-.,...-.-"'---• 260 C s \ Q( en J h \ zst5. 8 DacetqUL G � \\ \\ \ i / _ Town of Soulh lliodsza ` !f t,V e S Jii T 2 --I g Sa057 rJZQC S \ X\ \ &A\CGt p} c/uesf ` y � - - - _N 22°32'F/ /1/o/e=A// Open Space ,areas to be \ Given rt •♦tie \ \ � \\ `\ _ -\ \ a � \ ,1� __ --- C/ean �, .p �"/'airs�"er r`o 2`/�e Tawr/. �\ � \ � � •y0- t � \ \ r. ��`'... 6 \\ \ \ `� ` S1� r ^ -. �`' �!_ \\ r! /v debris Ctr)q/ j�'6z/lE,// //I76S B'CT; \ \ \ \ b j� 9• \ \ \ ♦ \ D IN U b 4 \ \ �\ \\ \\ \ \\\ , f^ ~�-�.._..-..-• '- /fir '��`\ \ { t ` ` `` �\ \\ ` � \\\ rb 0 10 \ \ Lot 51 \ \ \ \ \ / \ \ I �\ \ , _ C, ern >a 1r -'' 2�35-.5 27p \ G2 \ ` / } \� `. �\11 \ \ 1 (\ - Z52 _ r? ;n✓ :�BLIti-ero- 4\ y�59.��_ 'L tee'-] !� - \ \\ 99/ - „ `\ \ \ / \ • z �� {!! �� \ \ \\ \ \ \ t \ x/sfin9 Opera' Jpdce \\ � Aso__ � �� \ \� Corinec�` Exisf�",q Sidetv�!/� I \ \ \ MOTE 0, \ \ \ 01417 of JOUth IWI-7 .�or\ \\ N �t.801 ��a� --_ �\ \\\\ kll'lh /l/eGv Sideura/K. \ \ \ \ \ \ _L_ \ 1 -XN 4' "~-� 5 5 ��cz \ \ \ \ \ \ \ --� j \ \ - • vet( Accesx.Poad \ \ \ \ ` .,.... \� ` _....-..._• `� IN �� - - •-V 2_ O `'�- ! --` - SOS/OVA . 2�2,0-0 < V'�� A_l9'33'26"'�,rr,� """�►.�� ' ��' -- �I \\ \\S \\ `\ \\ \\\ r `\ •-\ -� \`�5�2`'2S`Sc` `\`\ `\��` \ \\ CIO L 2!.o � _- --_ -- `� _="r� 5¢' . `�. � \\\ e ' f � ftoft CID US I. e0la, ' � � w�rrr rwr �wwr�r�w - _ r _- -- ~ __ _- "z err r—��rr .Y b •y ~rnm� ..wr..r %rye C,S 2- e. of \ Tq 248 - ov WAY-- _ -� . _�� `SsLN/TARP �`EtNE2 R/ANT \\ \\\ \ \ \\`\ / � ! t o,ifh d5or� '\ \ \ \ \ I ! ! \ m t To r \ Q S v Town a{- 5 \ rCC CS5 o `\ \\ `\ ---\ tit # I' o �Irndso for s�t7 f ./_R \\ \\ \\\\\\ \\ \\\ ��/ '' 1 t � 1 \ ` ``` -'.i'�//,/'' / '/ - •._ �W__.,.. .- -`� ��Tenfroh �q . •�D? ! 8U/. \ \\ \ \ \ \ \ \ \ r \ t 11 ( /i'/ `rr./ r�� Z4'6-. _J; f _ 1 i S3.'7P' / r� s�Z!' 34 Hi �� \ �\ \-- / 1} \\\ \\ \ \ \ \ ram^` Jr// ✓�Jr �- � �\ i� � / / // \ �� I / / i \\ \ \ \ \\ _/' �/ r� -✓ / / / �� / a "` r„ ,! / 3t N/r �✓o�rne Martr�e�✓ G/i7pn \\ J \ -� -/r ~\ / N/F /ir•nold 7r e De„ ro 7. 70 N MY&Ve/ E ronces M. &r7/ r d0/7B//Q \ � \ \ `1 ` J . - -~ - � " _2 G , cGirn Clk AU �{ -� l \ \ e4 > _ Sout htoWn+ning d�O {\, _l3 Z[� erce Com t //F�l� �ys/er & t6 anal Elzotplow % � ATIO miss top COMTROL PL 3 '7. 5.88 � Sta Corr•,menf'S � , �fo l4 e , en yenOf , - � JW788 Sta�'><' Comrhen7`s (� c/►'t tt f L e'1 - 1 { J. Z3 10 / 5/? 88 _ _ Consulting Eng�n ers. Lana Planners 8 Surveyors ] t hereby certify that this mop and survey were �_ sr��ff_ C_D/77/77�r77`5 prepared in accordance with the standards of No Date Descript,on - ciK. 1 137 Silas Deane Highway Wethersfield. Connecticut OBi09 �avvn Class p-zsurvey as defined in the Code of Proc --_ _-� } Revision• i } C!►ec�e�9 ._TL_�?_ lice for Standards of Accuracy of Surveys and -- -- �- 4 � Mops,adopted December 10, 1975 and 'as ! /� /] ,[�/ N/,- L covO t ? p� ChOC •. `n�pirrirrr,,r �s�miri R�W L: C. !a Pj� ' COr7SrrUC//Q/7-CO. Scale amended by th4 Connecticut Association of ++��o4,cnNt.,r'-0 +#*11 of coNN`'L,,� OP r - t3att DeC. /9B� E cA Q,p Land Surveyors, Inc. r+++�P� �H• Mid T��'��:- +++`+ti�� c��H Al��r��'�: ,SC'Cl`lQl7 �� CLQSE,JENSEN a MILLER .` y`a �.; o - �3 Pro err O \� Zt • > C� �' CT, Civil Engineers E1 Surveyors y = ' Ko. 4;42 � La Cava Con t v art CO _____ yea �� v wt and �i 100 �t r-I°eJ j.I +. % 'I J Shoot �a. r S !' C r' a� U v Ihlarnd wt i s --Q °\ 0 \ No. 4142 _ a �, A , ' - �• �o act iQ er-uJirlc� - c core. �- \ +i° id eke/�Dr--iy�e ' `yyyy�� " , _C18TE Suii!/� _ _\• -�• •. • S U R v South h/rndsor, - Conne ctlr ut' ` Job No. File No, A I END SECTION VEGETATIVE COVER FOR DISTURBED AREAS Establishment Procedurest -,i��`;-- ,y `'`� 't► A► ,r DIAMETER 1 Surfaces compacted by construction equipment should be scarified to a minimum �! RIPRAP " e placing top depth of 2 before loci sot] K . •"r �:` EXIST. A minima of 4 of topsoil will be placed on all areas to be seeded. ; ' GR()UNo � 12"FOR MOOIf1ED Apply lime and/or fertilizer according to soil test results. Incorporate IS FOR INTERMEDIATE fertilizer with soil to a depth of 30. Fine grade seedbed before applying seed. �'.`L. ;•1;I'1 V 36 FOR STANDARD '� " ' •� Apply seed'uniformly and cover by lightly raking to a miniawm depth equal to ,s 1►1 , . • . :., ':. �'�• ,. 1 GRAVEL 'the �thrar►dtftrel sseted�bea e�roili�t(ised where a mixture is used. 6"FOR MODIFIED AND Y �' INTERMEDIATE III using hay or straw at a rate of 3 bales per 1.000 SQ.,FT. ,,' FILL t2" FOR STANDARD Mchor mulch with cellulose fiber mulch or equal, applied hydraulically at a +� 1 GRAVEL ( ) � �\� �'•'��,� rate of 700 lbs./Acre. 2 , .i ;`i� ':.;,' DIA. A Ratertalst f fertilizert Complete commercial fertilizer. 5% organic. �< •r •� �Z , ::,4 15" 4`-6" Lives Raw• ground agricultural limestone. END VIEW u]c s Hay or,straw (tree from weed seeds) �� " Reconwnded Permanent Se nntcoWhere a bares will be e 3exposed for more than e 1. 24 6-0 year or where final g Is .� „ ' " AREA WHERE SEED SEED MIX MIN. RATE PER SEEDING DATES t, a Tl I ' ,' /;: ':' 30 7-•0 MIX APPLIES(GEN.) M BY WEIGHT 1,000 Sn. FT. *► 0 �. 36 8-0 Lawn areas (3) Creeping Red Fescue 45 April I-June 1 �42" 6-6" Kentucky Blue Grass 45 2 1/2 lb. Mg. 15-Sept.l LENGTH OF RIPRAP Perennial Ryegrass 10 TO 9E IQ` 48" 9._0" - - � �•r •✓'� :r,��r, .• ,., ' ldlH Road Cuts 1 Fills Tall Festue(K-31) 45 April 1•,lunsk 1 Dtrerston Ditchesi, Re" 10 2 1/2 lb. Aug.'15-Sept.l Waterways Creeping Red Fescue 45 R.C.C.E .� k '( •.i } ':^/ Ye slopes Reed Ca a Grass SO 2 lb. RIPRAP ry steep oP � ry ' (no maintenance Red top 15 *Innoculate seed. April I-Jun*' 1 12 FOR MODIFIED areas) Birdsfoot Trefoils 35 -' y' "• a*Increase (4x) rate when h droseedl;y., �•-, o,y ,s, 18 FOR INTERMEDIATE Y ng• ::•' ©,f�;�� ;-�'s%'��- �''�'' EXCAVATION FOR RIPRAP TO 36" FOR STANDARD Rec ded T war aedin st Where final radio is not completed b Sept. 30, a BE PAID FOR AS DITCH EXCAVATION grading �p Y eP '.�. " >`�✓'a.►:r� (,1 r •'sr: GRAVEL temporary cover will protect the soil over the winter months. 1 GRAVEL FILL 6"FOR MODIFIED AND SEED NIX(ALL AREAS) RATE PER 1.000 SO. FT. SEEDING DATES ,t ,r•''`" � NT SI DE VIEW ( W11'H R1C.C.E.) 12 I FOR M TANDARD Minter Rye 1005 3 lbs. Aug. 15-Oct. 1 ,y (1) Rolling not recommended on slopes of a gradient steeper than 2t1. PROVIDE 6"DEEP SAND OR (2) Hydroseeding may be used for applying seed,, fertilizer, and fiber mulch in one � �! D�> CRUSHED STONED BEDDING operation. In lieu of using straw or hay mulch. Use rate of 1400 lb/Acre for //j/ L �� /� FOR CULVERT E"° RIPRAP PAD fiber mulch in this type of operation. ��I�� O�! I3) Shady Idfxs 1005 Creeping Red Fescue or 2t1 (65S s 35S) Creeping Red Fescue and K-31 Tall Fescue respectively. at 1 1/2 lbs./1000 S0. FT. �.r..«..... G Notes Alternates subject to approval. For additional information and suggested alternates see Connecticut Guidelines for Soil Erosion and Sediment CAMtr l• January 1985s The Connecticut Council on Soil and Water ��}� PLACE (�• nervation. CLASS,�J1.AM IN PLACE OR %M 1 } " 33 M +tlOwl lo* ow Ic 2•r PRECAST CONICRETE UNIT. _ L 1/2" MINIMUM DEPTH UNL.E53 SPECIFICALLY ORDERED I EROSION & SEDIMENTATION CONTROL NOTES : 3 OTHERWISE pNOEP, TRAVELWAYk 7V2 1 ! -` I UNDER VNTfiAVELEO - - - - AREAS 0-3 FERVIOuS - _+ I I DRAINAGEIMMEDIATELY OPENINGS LATELY ABOVE i S - _ _ I f IN GENERAL, EROSION AND SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALL IN ^ - THfBELEV.-MAX,DfPTA � I I EAT LEVATION ATELY ABOVE THIS _ i ,I 1 ` CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL - CONNECTICUT." PROVIDE: ONE LENGTH 15" PIPES C� GN .`- _ i L } k CAPPED AT EACH CATCH BASIN . Ian W(� 1 i1 PUBLISHED BY THE CONN. COUNCIL OF SOIL AND ,WATER CONSERVATION, JANUARY 1985 ! FOR FUTURE CONNECTION Pine � � } #rjl AND TO THE TOWN OF SO.WINDSOR REQUIREMENTS. GR^fFL FILL(Pt10'VIDE i N SANDY SOILS J - WITH PRFcasTUNrT OR AS „ DIRECTED BY THE ENGINEER) o Y°0 OR SS A CONCRETE INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS HAY BALES OR SILT FENCES ON 4WAL - MAW CONCRETE UNIT' N SI WHERE BRICK OR MASONRY '�== -�--- �t- lCONCRETE UNITS ARE USE < � Z•Z}L 'Sf4L'Gs ;_ �'�+=." ..: CORBELLIN1GWIL 9EPERMITTED. A¢r• I nk _ _y SHALL BE ESTABLISHED PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES. ALL 5EDIMENT MAXIMUM CORBEL TORE 3 _- - = AND EROSION CONTROL. STRUCTURES MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR i° NO PROJECTION SHALL tX- '"` "" �% pa o TEND INSIDE OF LIMITS - -� Imo: - - UNTIL THE SOIL SURFACE IS STABILIZED. ,�o • •o •_� ■♦ •O o �� • NOTED BY - I, 1 .. :.� �� toR -- =� - NOTE y`� � T-4 - p�A� INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING THE TRENCH EXCAVATIONS, PIPE SECTION A-A FRAMES AND GRATES FOR ALL _ ' PLACEMENT, AND BACKFILL SHOULD BE PLANNED SO NO MORE THAN 20` OF OPEN TRENCH IS s1KcT10N B'a 154ibeJ 4 LEFT AT THE END OF THE WORK DAY. ALL OPEN EXCAVATION REMAINING SHALL BE BARRICADED UNIT BDTTpM PRECAST CONCRETE CATCH NElTI SHALL CONFORM hL�yy TO PREVENT ACCIDENTAL ENTRY. PAVEMENT AND CURBING SHOULD BE PLACED AS SOON AS cc^" .fOA�S TO TATIO STANDARD DEFT.OF 28-0 {J POSSIBLE AFTER STORM DRAINAGE IS INSTALLED. UNIT fS USED FOR S BE THE TOP SECTIONS 1 in STEEL- STANDARD N0 228-D �uf� ter. THE UNIT SHALL BE AT LEAST STEEL-FRAI,IE AND GRATE TYPE A l- FSELAW THE BOTTOM OF THE l BASIN,ouTLETTINo FROM THE CATCH WHEN HEIGHT ExcF.Eos >o F•] STRICTURE WILL BE �CGllo� E� 5n �1ecfiorl. CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION BY STAKED HAY BALES OR 9ASIN, CLASSED AS STRUCTURE DYER l0 FT. DEEP OF SILT FENCES UNTIL ALL AREAS ARE PERMANENTLY VEGETATED OR STABILIZED. TYPEit 11 THE TAPE SPECIFIED. WALLS SHALL BE INCREASE() CATCH BASI.N' MA 12 THICKNESS INSIDE DIMENSIONS TO RE- _ `� l MAIN THE SAME. WALL THICKNESSES TO REMAIN _ ,.Ii;,. , AS SHOWN FOR PRECAST STRUCTURES ,I{�. t ---` -Fr CATCH BASIN SUMPS SHALL BE CLEANED OF SILT PERIODICALLY DURING CONSTRUCTION. uej RA fir^ion j fineri�atioil Control I74m ifs.l�l nt �. N 0f to Suede ,___ SEE MANHOLE FRAME ? y i � n�yt Ad AND COVER DETAIL I/ i/ +/ H- ic�! ADJUST TO GRADE WITH COURSES OF BRICKS OR CONC. GRADING RINGS 2-G •12"..1�15 f % _ VARIES 6" TO 12" 5Ilx V10 Q;vD 1 D 8 36"DIA 8" =� EXIST. GROUND �ALP OAY �90900 5� UAI�,N , 100 Goy Poi, 1PA/A _I 12" TYP 1' 2',3', OR 4' RISER SECTION AS REQUIRED f TRENCH WIDTH SHEETHING AS REQUIRED r 5 48" DIA Q: 5" 20 MAX. :Q'q: L- ! BACK FILL 7 "" 4. ROUND RUBBER GASKET JOINT 81TUMASTI C DAMPPROOFING HAUNCHING O.D. R BEDDING E. HAUNCHING MATERIAL- SPIGOT !3 BELL REINF. vs� � b�g FOUNDATION STONE BEDDING-1/4 O.D. �QOOO pl�001_ MUST SE THOROUGHLY & CAREFULLYMANHOLE JOINT 6"MIN 12" MIN IN 4 COMPACTED DETAIL (TYP.) ROCK EXCAVATION C7 AEG FOR DETAILS, SEE , NON-SHRINK MORTAR AND SPECIAL FOUNDATION A 0 B E NfyO(�SOr 18" MAX FLEXIBLE MANHOLE SLEEVE 18" MAX r ., _ Sow) �Dmmy$Slon TO JOINT TO JOINT • Platlni(�g & Zonini; 3/4 I.D. V- r TYPICAL SANITARY SEWER, ! TRENCH EROVOKI eSV1MEMTAT1,0W _ C /� `FLaw SECTION DG.T/"'"1i L� CLASS A CONCRETE OR BRICK ;s,� .•-• INVERT EL. 9 /� - a:6;r' '�!` b •9'-.?�4' o !y'<.'�6•-a � Designed ,fi pawn K.fw..i 8 e5l Consulting Engineers, Land Planners & Surveyors Checked WEh 1137 Silas Deane Hi hwa Wethersfield, Connecticut 06109 Scale UoE To �xal� No. Hole description 9 Y 6" 6 Revisions Date Dec. � e 1 e/(� sneer No. T-lt�e CRUSHED STONE OR AS DIRECTED BY THE ENGINEER TYPICAL PRECAST MANHOLE E�/Y i nil/8a sf�ff �o�rr,��fs Za 6apa Cosy vcfid Com as> Of Three- No. Date Description eel 'bQC71 Job No. Revisions - 9oGy`h w7d5or, Co//necfict Fite No.