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HomeMy WebLinkAboutwindshire abbe estates subdivision map �4 1 �1 G - c� P RO POSED SUBDIVISION 1 371 . 7E L 17[) i1F I a1kE3E3 SOUTH W1 NDSOR CONNECTIC UT Q1 SEPTEMBER 1891981 REVISED DECEMBER 81 1981 INDEX TO DRAWINGS PLANNING AND ZONING COMMISSION . TITLE SHEET MAR SHAL L M ONT ANA , Chairman m 2 KEY MAP LOUISE EVANS PLOT PLAN / APPROVAL LETTERS 3-4 -4A ROBERT GILLIGAN CrR TOPOGRAPHIC a CONSERVATION MAP 5-6 JOHN NORMAN �s�P. 7-Io / PLANS Hi PROFILES CLARENCE GAY �L4" II -12 DETAILS q&,f a i RAYMQND HALLQWELL , Jr. �- NEVERS ROAD PLAN & PROFILE � 13 ROBERT CONDE "WINOSHIRE ABBE ESTATES, LTD. 41 . Y QO � S t i k� HILL RICHARD A. SHATTUCK , Director of Public Works kl l2 1� . �� JULE S E. PAGE P. E. , Town Engineer f PETER DEMALLIE , Director of Planning w �° NOV i'7 1987 U r1��rI C DESIGNED BY LOCATION MAPFUSS-&OINBLL SCALE cor,sating erineers o aoo lea zaoo 3200 MANCHESTER , CONNECTICUT FEET TEL.. (203) 646-2469 PER WILLIAM D. O'NEILL CONN . P. E . N0. 6299 t • v LAKE S�F y, 4 /• � � �°N � Tq rFs°Sy/ AA- 30 ZONING DATA 1/ l �� - �rD QeeE 427 SUBDIVISION AREA STREET • • NC/q ru OPEN SPACE AREA �r — � • ye o.• sS:� NUMBER OF LOTS 14 MINIMUM LOT AREA 30,000 S.F. r /2 pwERN 4/G • _ MINIMUM LOT FRONTAGE 150 F T. • � o w/ p� / NDSh►I RF N. MINIMUM LOT DEPTH 150 FT. eRo•• O q MAXIMUM STORIES 21/2 .s...:. PLUM MAXI MUM HEIGHT 30 FT. co '9i1'oS 15 % l C/lyf MAXIMUM LOT COVERAGE '� G{l,�LFY BRLtpK TOWN _ mot,. _� m0 MINIMUM FRONT YARD 50 FT. CHANNEL IMPROVEMENTS / LOCATION AND EXTENT AS " T'O W N DIRECTED BY PROPERTY OWNER. ` _ � q G/Nq w MIN 50 FT. M U M REAR YARD NTtIC • • MINIMUM SIDE YARD 20 FT. _ oo M 1 'L Arl- -ik7 Q _ STRR RF — e J& C� l,.- SUPPLEMENTAL OUTFALL PIPE(42") / / i -� • to o -� � • e� ak- IVL- / 41 In6 m / - 4tk w / - _ � ..- ELJ co Ir t,11 /tu/ • � — o �&a fu ca ma qT _,� 2 wz/Z Cl 1' Ct e 15•:0 SULLIVAN AVEEN__ --3,JTH WINDSOR. CONN CODE 2031,'5- _7i1 _ �-�e. . ,,,� _�, lea'_ / / •• - / 9Pa -112ng 7n li]aJ Dear 1: ?1Qa3e be advise, ti:r` Liie ?7' ailnin- an nt^5 C;) 1C11S _?n vota:_i t0 { ?� '-,,n.. rrcquire-m� ntS as OL'L1 Lnec; in its a-ppr-val le~t•ar :1t; 3 / / • klov=lllJer ,1 i)tit, ass L011,,'-ra 0h 1Aa Which Stat•--s "A SUr._"_': bond in th•_' amount of �aragra, _ S65,000, specifying $5,000 for eac:- of the L3 lots, shall be submitted to ensure correct lot grad-7ng fur the approved lots in this subdivision" is hereby deleted. ,��'LL �eUu�ir.� r FUSS0R ♦�411"of�CONy ?art. 1::j 0f 1 i=b is a:._-.'e' to read as `_011���:s. / / Aq�MeR �obO �'M o. 0���,�G+ consulting engineers ` SaND • •• / • • �.� ,•�•'� ti `%�: MANCHESTER , CON NECTICUT 14b. _1 surety bond in tic a;lOunt ,f 5165,000 shall be submicte i ILL • C0 L'nSUri? CO[:?,7l_'tttln 0f rOa ::a':S , utilities, detenti?ii ba:i:n / DR/ `*;3 and grad i g on inv i`:idual lots . ROAD No.6299 "� � KEY MAP 0�;-pf4l$TExiEOe��t ,.•' oe W I N D S H I R E ABBE ESTATES , LTD" This Jett'r sl,aLI be rc??roduced On all'-I be -1:'_..ie ,)art (Ifth-? g "•' `��,,•! e a �i 'ONAt £K6 ��� i before filing in the town C1er' s office. ' SOUTH WIN D S OR , CON N ECT I CU T :' REVISIONS DEVELOPED BY :ours very truly, •• 12 %r 3%Sz. WI NDS HIR E ABBE ESTATES ASSOCIATES PLANNING 3`i} '��'iIG COPDtISSIO ` i P.O. BOX 701 SOUTH WINDSOR,CT. TEL. 644-8761 PROJ, No. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO. i - f 80-255A 9-18-81 !" = 200 248 G .B. M . W.D. O. 2 of 13 i vcy -- :•:arshall Montasia, Chairperson b I SEE SHEET NO. 4 /oo, o \ N o s3?o. N° N/F E. THOMAS a 1 \ 2so 44 -s2 � MAUREEN H. FIELD. 1 gS 510-42 -�o $O 10 -2goo \0 5 �h , -� 180.74 S 59°`47`-05"E-0- 104,00` 55 t o, 1yy N e 13g. oh � \� M � tt� ul�, F M A R I E A CD N N/ ca o CD 0; 0 DI CIANCIA 4 'S Cb co d f o�c S66°"21583�asp, ; �```� ,,,�°` Oo � to 0AK ° 0 -58'4E� 121.67 - ��' ���p ti9 cp% S 63 p �R. o ` ! 5 2.99 to / 3'E Q K 5 6?°^40,_35E,,.92,36 6s.sa o 5 yo o�p�� v�, �0+22`�9 1 ,.y� S 2iq ST o 537$3 _ w 30 ,2� 20 �. ��,'\' 010 /,g; to lb ti ¢� �� F ff a o �„ anti' p- ,�O °:goo Sto ups o r L1NF' �69 �'l �� aye• O to t La t TAG i N I3 30,150 S.F. t3U 't0g6� 6 yy 20' 20 ,L30.3 0 00 M Q' rZtj.d. w � 30 ,Op0 S.F. w 0 � -c6 8$?6 � oo° �y� a4zh Ay _ ' . o � y ,02 _ -6 \ 50 +g0,-1g`-\5 .-\� �3�` ' ``°,3 c�.�' o E12'�`T�1D D 9p0'\°� 9t�2 O - d N c Z `o Zi R 33' �e r'a yo UNl .00 �s t 9 \7\ A + DRAINAGE 385.►4 4 �- Z�,•6A � S,,Zo N W 28'►o��EASEMENT P.C. 4 }p 7.95 R-Al5 00 �a1 \50-V*O o r R 25 y . N # t. a38.17 lin 00` n 3 ' t5" D' `4Zro•O . y9 Z 1 t- 168. 0-42" -10 0 0 , Z 0 Z r YY23.92 N 3d W 66°-09 �30 E { `►� 10, A=20 FL' 0 Ak % O Z 1 !- N 660- p9 - 2 S ��1 Y N L=45.00 �s j E- EL.238.42 � 1 T�� /!j �i.�O 2 { �t n c EL2.37.83 0- st w Z I W 1 I�i v J 380A4 105.79 p 5 2 D a N R c 475.0dt OX, Z � xy = .52 a „ E � •o,, •o G,, Z a-09 '30 ♦, 111 12 5 r g 66 4.50 ��- �11 15 � EL.237.93 I1 AO'• t 1 f S. � I, , As93o-40-0d' _ to as, OPEN SPACE t 1 , L a ao ar', 150•I5' o 111 t s26.s5 INS Li NE o g F• �� TOWN OF SOUTH WINDSOR K N �ip1S g u t LD 3 'p No�QouEu ti a �o $60 / 3.30 A C. 0.1 f 5 6 I l N l` ca 1 � Ojr N 0• 93 d\ t 2s � 3 ui 39 0 S.F (D 2�'\ // t d2 ' 0 33 , co /j 5 ' aca // t 60, 495 AC -32' Z ( 1 . 3 8 $y0 0 X R� o '� % '� J 1 � / g\'2ro to f 'a jr- � � � 12i.66` 41 I51.I3 Q_ W 199.67 V7 N 6 f 42 -20 J 73.I2 OPEN SPACE l� F a ' z ' to TOWN OF SOUTH WINDSOR ' Q u3 • 1.63 AC. d5 ,� 0 +tn R0OK / ? t° 3 oo /� _ . W o W � - -PARCEL B S s - C4 CD U(.N � 03 3.10 A C ° u C7 'o p ' 3 6,yy a 1 CD 2 NOT AN APPROVED BUILDING LOT s; 20', ° t f M.S. —N 560- 4I'-30' w -: N 59°- 18`-E2"W 179.04` —' � • ' f '� � POsr 349.15' _ --N 59°-11 -48 W 228.77 �- 51,3 89.70 r 43.02-_- _--- t-N 570-44-36 W 119,17 141.04 r'�-' N 56°-41-30 W •'__ _ �— N 59°-08`-52 W 392- I7 24'M@ LE FENCE POST i HELD �r I SEE MAP ENTITLED" ZONE CHANGE FROM R-R TO A-30 LAND OWNED BY PHILIP IRELAND... AUGUST 1979 BY STORCH ENGINEERS ,,,,off,',`�N;C%"., FUSS&aNEILL K �r � r 00;A M consulting engineers Q+' a`� � = MANCHESTER , CONNECTICUT LEGEND N /F LAND OF PHILIP IRE LAND -�� � ` STONE WALL , =;* Na. 11622 ,►'`*.` PLOT PLAN ��. 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE = , 0? ��°tt'o- •`� . �— farssc i/�C `�� it 11 FENCE PREPARED 3N ACCORDANCE WITH THE STANDARDS OF A ••,,��o�s+�'"101 W I N D S H I R E ABBE ESTATES , LTD O IRON PIN CLASS A�2SURVEY AS DEFINED INTHE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, REVISIONS SOUTH WINDSOR , C O N N E C T I C U T S{ ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE DEVELOPED BY El MERESTONE 12/a/s1 -1E- GRANTOR -- WINDSHIRE ABBE ESTATES , LTD CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 4/'1/82 WINDSHIRE ABBE ESTATES ASSOCIATES V ■ MON TO BE SET GRANTEE — TOWN OF SOUTH WINDSOR � ���- � •��131a�- - P.O. BOX 701 SOUTH WINDSOR, CT. TEL. 644-8761 IRON PIN TO BE SET PROS. NO. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO.' ? S. 80-255AL - 1$- $! !"- 40 ` 24 $ L. J. G. W. D.O• 3 of 13 G. B-, M. i i { LPG Y 0 ,tk N/ F JAMES M. JR. a N /F W I N D S H I R E ABBE BEVERLY M . COTTON ESTATES LTD. S�PP N 0 S.660-21'-30" E --Om- - ---S 66°'29'-05"E 333. 69' -- _ --S 660-47`- 15"E —� 255.12 - > LkrM` �v - S. 65°-54'- 50 " E -� 136.18� 18" 50,04' 315.00 -=34.44 - - 3 2.52 �� , . 301.I1 171.03 25.00 2500 ' 34.09 _ MAPLE Nrr) 3 W i N O O `Et) to i jy _7 201, [A re M N o N to N an N CO_ BUILDING PROHIBITED BEFORE (0 - Z # W ? !4 rn t N -n 150' WIDTHo�J 82, 995 S.F. 0 N_:W Ki n `o erN rt�1.905 AC- - O o co 0 o 10i co 168.42' m Q S 660-47 - 15 E o cdv TOTAL DICIANCIA AREA N l = 2.685 AC Q r°� � 3�>02,5 T ,r h V N (0 �sz ° a � ;a Q Q g,2 „ It (0 W SP z N W 3 " N O ti J FR u- o � = I- t- � 0 W a N. I Z z � � O O o N +t 2I' I N ' Q ! sN 4°_r0 5, r6W 5 cn 511 &c o; CL W O rn70 ! o E MAPLE LX w N G 30,065 S.F. -j +:` � c� W v O t` r O CV W ° ~ o [o *gam , �ry(0 O O ti� p It cn Q N / F MARIE A. , O v ++ „ N nj Q W DI CIANCIA co ~ ` a9 \ �� ,, Q' �° h r� ?�, w o t A. z ? to 3 h N io • 3 8 N, 0 � 9°j h 70 S,F 50 � 9 ° Z ta7.7'45,E W �G �� A, S 3 / �'- D n " 10.$9 0 To /00 N C -n 14 14 ,.-- N 8 o �o o� gg .'oo; o �o OAK OAK !6' '�-- / 10 v o' S2� M ' S67°40`35°E-- 92.3 - S 630_ 1 AK 0- " �.. 6$.e2 __ _2j6 40 h� Fti m m �a 3? 83 07-58 E 121. 67 S66 21 ,23E 30 205 S.F. ' g71°"52�23 E � 63.58 i v ; z ryh O O. v 'NCO AZ h S 5/0. /80. m D aOff. 42 _ >4 r N � 0 � v m r ` s�� SP 4 ' ° ... P. TOW/7- L� 1� �j�] 5� .,3°' o. \o S 59°-47'-O5„E.,, S680-40'-05"E(?'!_ South L(/!/zde4ot G��P °,aoo 104.00155.80 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644.2511 Op April 29, 1982 ,22� o � � Harold R. Cummings, Esq. FOS, 1665 Ellington Road South Windsor, Ct. 06074 6 Dear Hal: /0 SEE SHEET NO. 3 `c�FS ,S't5 ,30 °-' Re: App. 0834 - Wfndshire Abbe Estates, Ltd. i9 p3 N$y �s The Planning and Zoning Commission voted at its April 27th meeting to � modify the original approval in this matter. The approved subdivision will now consist of 14 lots, open space, and Parcel B. as shown on plans prepared by Fuss & O'Neill, dated September 18, 1981, entitled Proj. No. 80-255-A, which have been revised to April I3, 1982. Paragraphs #IO and 012 in the Commission's approval letter dated November 19, 1981, are deleted as written, and shall now read as follows: 10. In accordance with Section 2.1.b of the Subdivision STREET LINE COORDINATES Regulations, and Section 5.2.2 of the Zoning Regulations, the # I N180, 716,96 E204 ,604,01 #7 N !$0, 419.52 E 205, 189 .72 Cor=ission is hereby waiving the required frontage on Lot #14. The plans shall be modified to show that the frontage on #2 N 180, 685.01 E204 ,617.20 #8 N 180,422.74 E 205, 158.58 Lot #14 is 80.09 feet and that the required frontage has been waived by this Commission under the aforesaid sections. 43 N 180, 529.33 E204,969 ,47 #9 N180,443.78 E205, 115 .26 12. A drainage assessment fee in the amount of $700 shall be #4 N 180,748.46 E205,530 .95 #10 NI80,483.60 E204,949.26 paid to the Town of South Windsor. # 5 N I80,728. 50 E 205 ,576. 79 #!I N180,637. 38 E 204, 601 +28 All other terms and conditions of 'the approval letter dated November 19, + #6 N 180,44$. 18 E 205,210 . 76 #12 N 180,623. 14 E 204,567.71 1981 and the amendment dated December 10, 1981 shall remain in full force and effect. This letter shall be reproduced on and be made part of the final plans I n, before filing in the Town Clerk's office. Yours very truly, ,,�'oFfonrrv'�,Q' 4, [f\p'M K i�t FUSS&OJ'NEILL PLANNING AND ZONING COMMISSION � �+[3� ��' O consulting engineers �m No. 11622 MANCHESTER , CONNECTI CUT � 1 ? - _ v //(l/ + G' I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE efQr�TEatf l�Q ```�� PLOT PLAN By. Marshall Montana Chairperson % 'PREPARED IN ACCORDANCE WITH THE STANDARDS OF A "� $�R��6'`�� " WI N D S H I R E ABBE ESTATES , LTD CLASS Al SURVEY AS DEFINED IN THE CODE OF PRACTICE 81.0 FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS. R EVISIONS SOUTH WI N D S O R , CON N E CT I C U T CC: B. McNamara, Assessor ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE 12/8/ 81 DEVELOPED BY CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.-- T. D'Auria, Building Official 4 / 1 /e2 WINDSHIRE ABBE ESTATES ASSOCIATES ' I Dnd Wetlands Planning Director 4/1-5/82, P.O. BOX 701 SOUTH WINDSOR,CT. Inland Commission Agency ��M� PROJ. NO. DATE SCALE FIELO 8K. DESIGNER CHECKER SHEET NO, Sewer Conuniss ion L.S' 80-25 5 A 9` 18 -B! ("= 40 248 G. B. M. W. D.0. 4 of 13 f U ` -4- I !iarold Cup;t-:in};s, Esq. r 1. -, { :larold Curtminas, Esq. 3`3 Harold Cumir.in_s, Esq.11/19/81 -3- 11/19/$1 NOV told„ s4r.4� - s .� ` , f ?. a � n«t/7 `ll�u 2 d c� �� / 3. The open space areas as indicated on the plans shall be conveyed to the i 1 23 • No Certificates of Occupancy shall be issued until all rit'stts-of-gay, 7o NN. U607a Windsor orb Warrantee Deed, subject to the approval of the - approved by the Town 15a0 SULLIVAN AVENUE SOUTH wINDSOR. CO Town of South l,in.:s y deeds, open space deeds, and easements have been AREA CODE 203/644-2511 Town Engineer and Town Attorney, and shall include the 50' strip between ,���Ni�� b. A surety bond in the amount of $150,000 to ensure completion of Engineer and Torn Attorney . l9 1981 Lots No. 4 and No. 5. November , r always, utilities and the detention basin, i r .`;ours very tru y, I. l 11, easoments shall be deeded to the Town of South 1•:lnasor, r, approval of the fire { 15. The street Wane "i,'indshire Drive is subject to the a} t PLANNING A�'1) Z()�`I,:G CO'2•S?SS1(f:. and are subject to the approval of the Town Tnt:nce.r arts "n Marshal of the Town of South ,.indsor. Harold Cummings, Esq. t 1665 Ellington Road i a. Drainage easement for the area where Plum Gulle. Brc,ol: crosses ;:r Hers i I 16. The placement of fire hydrants in this subdivision is subject to the South Windsor, Ct. 06074 s Road. 1 - -- - - - d td 6. approval of the Fire PSarshal of the Town of South Windsor. By. �J !''� Dear Hal: i b. Conservation casements for the rear of Lots \o. 1, 2, 3, 4 , } vg 1`Sars•nal1 Montana, C':a r r�Un i 17. Street name signs and supporting posts shall be installed I)% rite a plicant developer in confor:.iance with the standards of the Town of South hin:isor, Re: "pp. ;t834 - Windshire Abbe Estates, Ltd. 5. The ir:.provements to Plum Gulley Brook that are to be done b} t:`T�, ;`id u Sartor, Town `:and er on the property of George H. and Frances S. Charlton stall be a•r't - } at nc+ o>:ne.^.se to the Town and shall be installed prior to tl�e issuance CC: W. Cerlt,�Town Attorney Please be advised that the Plannin; and Zoning Cor:tmissinn voted to approve t i of the £first Certificate of occupancy. consisting of l3 lots, open space, the Tc:,'n Engineer. ; B. 'Sc':amara, Assessor the above application for a subdivision b Fuss & O'Neill, dated 9/18/81, Fire Marshal shown on plans prepared y he work that is to be done by the applicant on the props-rties of led:,-it1a 18. Water shall be provided to this subdivision by private wells. and Parcel B, as P T J. Page, Trnan Engineer awes entitled Proj . No. 80-255-A, subject to the i r consisting of 13 p , ' Sluzkinis and William Sluzkinis shall be approved by rite Town r' I. 19. All approved lots in this subdivision shall be connected to the Town I P. De?Sallie, Planning Director following conditions: T. D'Auria, Building Official 6. Concrete sidewalks shall be installed on both sides of l-:finds}tire Drive of South l;indsor sanitary sewer system, subject to approval of the I i { Ions shall be modified as follows: } accordance with Subdivison Regulations of the Town of Scruth I-in(JsL�r ( South Windsor Sewer Commission and State Department of FnLiro:t;rental � Inland Wetlands Agency 1. Before filing,the p in I Sewer Commission and consistent with Public Act 75-295. Protection. I Gilman & Marks, sqs. a. Par B, C and D shall be combined into one lame parcel, and 1 I entitled "Parcel B" and shall be labeled "not an approved i t , Drive an: tihbe Read i 20. Drainage for this subdivision shall be subject to approval by tire shall bee 7. Street lighting at the intersection of 1.inds.t'r: t building lot." 1 s'- '' ` '?'own Engineer. Extension, andyat the end of the cul-de-sac, sha_1 be installed, ct j • b. Abbe Road Extension shall be designed and constructed in accordance to the approval of the Town Manager. 21. Prior to the building of any structure on a lot, a topographic map drawn cations u to the point where it intersects with to a scale of 1" = 40' shall be submitted for each lot in the subdivision, with Town specification P approval is subject to all the conditions of approval of the Inland of the 8. This a,-p J the proposed l.indshire Drive, and is subject to the approvalshowing proposed contours and elevations . '�e bunions permit shall be P P fans. Wetlands Agency, as stated in its letter dated November i3 , 1951. issued until t}teproposed contours and floor elevations have been approved Town Engineer and shall be shown on the aforesaid p � by the Town Engineer. intersection of Lake Street and Abbe Road Extension shall be 9. Serious consideration should be given to the placement of the houses and c. The driveways to avoid destroying existing trees. designed and constructed in accordance with Town specificatiinb� If, for any reason, finis:red grading and other site wort: is not cc�:�pleter., , and is subject to the approval of the Town Engineer and shall 1 the Town Engineer shall determine the amount of a cash band to ensure shown an the aforesaid plans, � 10. In accordance with Section 5.2.2 of the coning Regulations, file size o, final grading and site work. This casli bond shall- be submitted prior to _ Lot '=10 is hereby waived. the issuance of a Certificate of i�ccupancy. d, The line between Parcel A, and the property now or formerly of a r: cc:latirns t:�e 11. In accordance with Suction '- .5e of tilt Subt.ivt_ion n _ TSarie .DiCiancia, shall be removed. 22 ?;lade an' transparent subdivision plans o' Sheets '.n. '' any - �rinte:. length of the street is ltcrebL waived. - "-o;' nr. noly ster :ilm, shall be submitted to the 12::: �•. a='•= in='. e. Any reference on the0ans that the open space is be use_* to � � �� draina��e assessment fee in the amount of $650 shall be ;paid L. ti.e within 90 days az the date of approval well- s tile 1, to be sapproc gnu fulfill open space requirements for future open space subdivisions I 12. signed. This letter of approval, as well as the letter o* approval from of South Windsor. 1 shall be reproduced shall be deleted, ! the Inland :etlands Agency dated November 13, 19S_, P i hts-of •wav shall be deeded to the Town for highway puz-poses: 13. A liability insurance policy shall be submitted in accordance with ! on the final plans and made part thereof. Two paper prints and one cloth 2 The following r g Section 3.2.a.10 of the Subdivision Regulations in Lhe amounts of S?50,00� copy of the cor..plete Subdivison plans shall be submitted prior -- the final per person; S 50C',0!i0 per occur-fence and c 1.10,099 ;ro,ert.' c".a:ro e, ::^ip. plans being filed in the Office of the Town Clerk of the Tawr. of South a. A 50' right-o*-Nay for Abbe Road Extension from the intersection P P Windsor. of Lake Street to the southerly boundary of tine applicant's property. the Town of South Windsor as an insured. 1'�. Surety bonds in the following amounts shall be submitted to the Town i b. A 50' right-of-way for Windshire Drive from the intersection of ( of South l:indsor. Abbe Road Extension to and including the proposed cul-de-sac at !� ' Station 12+65. a. A surety bond in the amount of $65,000, specifying S5,000 for each tted to ensure correct lot gracinri of the 13 lots, shall be submi for the approved lots in this subdivision. 1 • I i , -TOru/7 o s old/7 'Nu 2 d :iL. :: 3-le i �, l:�d . �^J �� � •' ,� n ' , `y�.� �v 1540 SULLIVAN AVENUE AREAUTH CODE 1 0NN. 06074 203/644 2 N { L IC�C _ Cl r._.11e1 � 511 'te ue•co ~ April 29, 1982 -T�C//�, lJP 5 oLi ?di,Zl_[��oC r:. i. r J o►'r ii ': 1n '.iinssor, ConneC ��Ctzt Or074 -'�•� 1540 SULLIVAN AVENUE SOUTH WINDSOft. CONN. 06074 1 t n! a `j , , )lication NO . 1J l - Let cer Of 1-ermit AREA CODE 203/644.2511 1 - - t��UH f n november 13, 1981 I:ovember 13, 1931 Harold R. Cummings, Esq. 2, Ellington-Anashire abbe estates, Ltd. i G SouthWinds d or, Ct� 06074 c/o Richard Kelley Dear Hal: 49 Rosemary Lane of the Te:•;n South Windsor, Connecticut 06074 CERTIFIED 1,.AX.>J 5. A.ny future development of this area shall reouire :another Re: App. #834 - l,'indshire Abbe Estates, Ltd. Dear Sir: aprilication. The Planning and Zoning Commission voted at its April 27th meeting to 6. '1— applicant shall indemnify and hold harmless the To;:n of modify the original approval in this muter, er o, r. t-; South dindsor l nl�n? :r _ Y At the .•:ov�r:lb _ 9, l,�l ,.ee �_n�, the Agency granted a permit with conditions for your Application 50uth '4indsor acai,; ;t any liability which fright res-11]-t ; ro!,) The approved subdivision will now consist of 14 lots, open space, and Parcel B, as shown on plans prepared by Fuss & O'Neill, dated September 18, for a residenti al �:ubdivision and storm ;:atcr manare,,.ent _: .prop-`• .ant i t:'� w r:roposed a}_�,:ra lion or use. 1981, entitled Proj. No. 80-255-A, which have been revised to April 13, loc-t c on the east side of Abbe Eoad i>:t. , south of L-• he 7• :"�' �rrnit is ti '.1c for one year and -hall expire if not 1982. on property e _ Street, South '.;indsor, Connecticut. El-= =spd ;:i T�11 'l t•'' .t period . - Paragraphs `10 and 1`12 in the Commission's approval letter dated Thies permit i based on the plans entitled lot =1 �n _n%r^;re Ver�r truly yours November 19, 1981, are deleted as written, and shall now read as follows : ` - - ' Ltd. , SOuth `. 10. In accordance with Section 2.1.-b of the Subdivision Abbe �� �a yes , ,, ndsor, Ct. , c:_ _ _ _— f .. o � r � 3. �` -�.�-•-.-•,tee anµ ' 1 � Regulations, and Section 5.2.2 of the Zoning Regulations, the Gonsultin; Engineers, dated 9/ /�rlr .:hoe � j Of , _ CC?ns .a�lce '_ �_E' 0?1, C,; Commission is hereby waiving the required frontage on Lot ,=14 . COnS+3rVcti o:7 ! ,a-,,, in^ h-= "`"s t`t'` '-, - - '� " i The plans shall be modified to show that the frontage on C ; -b✓v - , L'- , ti"'? �, , l-!\lrh \J �.r_'.1L•i'.;'r�:� �. _ Lot #14 is 80.09 feet and that the required frontage has c r f Fuss ; 1- In �.� C:. et of 1 f %.r: G �. ;Z�":,I.� ..1C drawn by _ uss be 0 ',:e_l 1, dated 9/ �/ � 5 � T O*;1I; C. Our."-: 1� SC.f:{ been waived by this Commission under the aforesaid sections . dra-iing, dre;,,%,n by Fuss u Ci ' e 11 dated October, �81. 0 E: chm, ^ ' C'x.�ill 12. A drainage assessment fee in the amount of $700 shall be CC : ,�Iilllam, O Neill ?uss w ';=-r-:it t0 paid to the Town of South Windsor. The follo, in , conditions niust be adhered to for this _ ^ A. _owcn Davies, Deputy Town E Win_er be valid: All other terms and conditions of the approval letter dated November 19, Cn4rle; %nos, TO`:' Cler}' 1981 and the amendment dated December 10, 1981 shall remain in full 1 iLYiic L;,,ono0 -al is sU-jest to the a, Wayne G2rlt, AttO'^na`r force and effect. - _ j - ''C� '1 To%-.n nr-ineer. EdN-.ar = . ?'avens , aVor This letter shall be reproduced on and be made part of the final plans 2. _ r Ll;e •;,D arc as i ter_ { :s sho.;n on rafre � o_ 1'� i Richa»:. �_ far tor, r'o,:n ancF'er before filing in the Town Clerk's office. Open lri l�F i rt; Ct _t :. _ I{ or.� �: Y011rS Very truly, "pace VrC ors}1C lO : - Q'.:n of South ��4J0'_�. David _71O?^E 1�On, on FUSS&OFNEILL ,� ,, f PLANNING AND ZONING CO?L'`fISS ION 3. _,cces5: to the river shall be deeµeµ to the To', -. Richard Pvan, Town Coancil j i a.i:-on consulting engineers outhy..indsor. I Thomas D'.yuria, Duildzn`- Inspector � ' � � MANCHESTER , CONNECTICUT 1Y, The gravelmom �,.cess drive shall have a 1':2�ti:C}u tc cisco�ra e teeter =,� _. lT i L, Director o- r'lanni n� L,g Bti..__J_J�P� - _ ,�` LETTERS r� -; L. �- is :-..�., bu; n;, - w 1 - _ -_ APPROVAL LET R an� ^ , z �: - Y H Ltn�a�nori z= . t+ 1 ran. `a-l erno, Marshall l Montana, Chairperson j � � 1 be �� to the a:,r.,r,-, ;-_ " WiNDSHIRE ABBE ESTATES , LTD " a ty;�e of gate or fence lhi� A;na J CC: B. ills\amara, Assessor SOUTH WINDSOR , CON N ECTI C U T T. D'Auria, Building Official REVISIONS DEVELOPED BY 1'. DeMallie, Planning Director Rev. S/io/82 WINDSHIRE ABBE ESTATES ASSOCIATES land l,'etlands Agency Sewer Commission P.O. BOX 701 SOUTH WINDSOR, CT. TEL. 644 - 8761 PROD. NO. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO• 80-255 A 12/8/81 N/A 248 G, B. M. W D 0 4A of 13 i j - - � SEE SHEET N0. 6 ,' ` N No N/F E. THOMAS a MAUREEN H. FIELD /iS N� RR I .P �' +in S roe-5 g0. 4 \ � / , \ S 59 47 05 ul 55 246 'k` A us N/ FMAR1E � ` i sP vc �h0�t► ~ T� �/ 3� o 2 I CIA 5 _ CD 0 l / 44ul CONNECT TO EXIST.MANHOLE 0 ° 2I83 ',} '} REBUILD INVERT S66 - A�Ao�6� / ���'' � T r _ tv:M 2 _ f „ .,�. 12I.67 - } 1� FF _ � °' r� 242 - -- 50 YR _I ~ o zz9ss go._ 0 $63°-O -58 �ii \ � ~ \ ! - M / / - 1 8'-8"P 5. y \ �G 4}NE 24` 40`_ -RCP 6' ti� i �239' =t,. 3� ) �+• i SAN. g037 \ 9UCb }}"D} /� / _ JL / A� SAN. 25. = INV.' 244 i > /CL a 42 50 U I 7 / O a l _ � Cap • � �R�V 24O C r 242 � N � .. �" � W � '9 U. 5" � P6 t 237 ,�3g —� ! � f "p 52 2� 2 � 6" FVC �Fss / 0 PEN SPACE Z 5 l �7 1 r� � d x M 13 r 6„ pvC S 1 �;t�o A � 20o zg2 0 ;'� ' SE 1KE SPECIFICATfONS SH. NO- II - � — - J � `v `Lg 6' RCP 24O - Z t` =� O 1D ' ` RIPRAP DITCH d tom? Z 5I ;} T f 2J - �' #4 --- —t �' - -238 / �� i \ /_ - 1 -- 2�0 �_ c - W E T L A N D S a `23g�� \ �/ �/ p• STRUCTURE DETENTION B_M.#2 EL.2-37.65 + 4100 G +•_1NE \ _ „ - .__gu1LDIN 4F18 — - SPIKE IN 18 OAK ` a o. 244 /�/ ,--r''�~ ,.:� �' -' / INTERMEDIATE u � RIPRAP 41 - 2a �� -�~ EE DIKE SPECIFICATIONS SH. NO. II S o - F O 50 All cV O N _ l _ _ GillY 1!-_1 N t W �' `" 50 YR.FLOOD, -.- LL - z a 1 - -- - - OPEN SPACE CLEAN AND IMPROVE STREAM 2 pp _ s� r W E T L A N D S / / / CHANNEL AS DIRECTED BY J TOWN ENGINEER. - � O _0' ,� / ' 242 N EY PARCEL B -- / I 1 NL CD m 1 E Ddd � ..244_,. _ \ ,►,. - - - o / YR FLOOD p N s0 p ( _ pu J M.S. �--- N 59°-18'-12" W 179.04' ,_ ik10 ' 73 2I RCP _ N 5 °-11 \48 W 228.77 r , . ---! �� � / � '- -• N 5 7°-44'-36'yv I[9.17 �y Fi=Nc� NCE POS t ,= POST 3 92. fZ • HUB @ �� HELD ` 141.04' �N 5f 4-1'-301. �- N 590-0 -52 W 24 MAPLE __ FUSS&O'NEILL ��Ii�lliirrrr SEE MAP ENTITLED" ZONE CHANGE FROM R-R TO A-30 LAND OWNED BY PHILIP IRE LAND... AUGUST 1979 BY STORCH ENGINEERS" ,� rr �1� Qq CUkp rir O'M �•" ip - Consulting engIrleerS 0}, `� i'� �. MANCHESTER , CONNECTICUT / EARTH MATERIALS MANAGEMENT :*p3 LEGEND N /F LAND OF PHILIP IRELAND *: L THIS SITE IS TOTALLY WOODED THEREFORE SIGNIFICANT = No. 6299 F; AS . BUILT it -•• -----APPROX. LIMIT OF WETLANDS AMOUNTS OF EARTH MATERIAL WILL NOT BE STOCKPILED. �v�a.` WI NDSH i RE ABBE ESTATES , LTD NOTE : HOUSE LOCATION,SIZES AND ELEVATION ARE ,DISTURBED AREAS WILL BE IMMEDIATELY LOAMED,SEEDED „`"' jig, � APPROX. , HOWEVER,CARE SHALL BE TAKEN BY AND MULCHED. SOUTH WINDSOR , CONNECTI CUT /� / --- - APPROX.50YR. FLOOD LIMIT THE BUILDER TO ASSURE THAT FOUNDATION DRAINS IF REQUIRED AND SAN. SEWER CAN BE REVISIONS DEVELOPED BY 50 R. FLOOD SEE SHEET N0. II FOR HAYBALE DETAILS I2/8 /81 WINDSHIRE ABBE ESTATES ASSOCIATES f APPROX . Y SERVED, ALL WINDOW OR DOOR SILL ELEV. IN 4/ l / 82 CELLARS ON LOTS I THRU 6 SHALL BE SET 2 COMPILED FROM M.D.C. MAPPING AND CLASS -4/ 1W S 2, P.O. BOX 701 SOUTH WINDSOR CT. TEE 84 ABOVE 50 YEAR FLOOD OR 50 YEAR FUTU RE TOPO _ r A`2 FIELD SURVEY PROJ. N0. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO- ABOVE FLOOD ELEVATION . I/12/87 ' AS BUTLT- 80-255 A 9-I$- 81 I"= 40 ` Z4 8 L. J. G. W. D. 5 of I l,,` � �'.♦ ..�=ter=,✓� ,P E.NO.6299 G. B. M. _ - . . E SHEET N0 � N , SE SH T , 6 r v N/ F E. THOMA S a --248 _� MAUREfN M . FIELD 05 Q � 4 \\ � ♦\ �'� _ / �\` .� �' \' - ` 568 so A. S 59°-47'-05"�- 104.00 5 5. 1 Li- - W -3 ` 1 ��• � / ,• � . —246 0 el N CD 0 N/ F MA t t]G / °� s / o 7 QI CIANCIA t Q `, ' � . 5 PVC` ;/ 4" +n OD s 244 / p CONNECT TO EXIST.MANHOLE / • / \ / JI REBUILD INVERT OAK 6 56 srw,M 14 INV. „ 1.57. ti / 5P l - 242 2z9.55 �gD OAK o_p7`-58 E� 12 �, __ 50 / S63 1 1 i �� �! :� _ �_ _ �l i° t4� . 92.3 0 /T - Ao f " �r 5T1 �•a3 \ n`yl - - - 246 5 4016\ a ®TPA V ,�R•FLda� a - F E A ti #� / ga r � _8n P� 5n , 12 `, } \ G ��N 24 t� 40 _ RC / �' SAN. SAN.MN. 16 INV.225.07 244.0 h . } / IL 4 44 a 242.5 { o \ �, In } 50' iFF I - — - o f h 2�}O C 242 C'A E W - _- - _� 1 U 16 a„ PV Q +r17 9S U DRpttl 9 ,� AL u. 5. R P 23T O_ �3g .r � 6" p.V C• �F '6-. , ss O PEN SPACE Z 5 6 , 47 r o 52 24p ss 2 ' Z _ ; �' r vc sa �1 d",0 z ; ' SE IKE SPECIFICATIONS SH. NO- 11 — J Z64 8 P R C P 240 G� �"Q ,n - 0- 1 . - 15 - Z c �� re 23 01,a � 0, ` G5 0 `° F F' • � � , / / � ,• RIPRAP DITCH ✓ _ - - - —_ } 44 1 y1 '/ %i 2� i ( a T.P. F.F. 'Z } `� CONC. DETENTION W E T L A N D S , - � 1 ' \ EL.237.65 � 400 -�_ NE - f STRUCTURE „OAK 1 1' --_BU1lfl1NG L1 y \ 1 \' i' / �'� / If3 SPIKE iN l8 `� +- F 244.0 }` / /. I '~r ' •`� -^``'f � � ' ` \ \ � aft 0' 5 1 j � INTERMEDIATE J,, 242 ' 1 ~ \ ram. - ! RIPRAP Jll 1 \\ 1, .y \ ,�38- s SEE DIKE SPECIFICATIONS SH. NO. II _ ¢' - -- -l50 �•/ / to cv O N '�- --- / ,' cn LL ` N _ ` I i YR.FLOOp_ _il4 - f— — -, — - 0 P E N SPACE =r`l CLEAN AND IMPROVE STREAM /2 r 0 cslW W E T L A N D S / CHANNEL AS DIRECTED BY 3 4 O ,I TOWN ENGINEER. } N to r _ i��_ ` _ -•24 dd Z 1 0CIS _ PARCEL B ' = 1� 0 GU �LEY -- -- CD _ / O � O �} . � � �� / W 0 0 D E D { -•244-- , 5 Q � / >J 3� � 1 , OD /� • / � _.r-- ` 1 l (FUTURE' 59°- 18 '-12" W 179.04' N 5 11 48 W 228.77 r - o— �' 119.17 7' - � N 5 7°-44'-36 'W FENCE \� ' FENCE POST / ' `. ' POST 3 92. I7 `_ HELD \ 141.04` �'-'-N 5 °"41''30". - +�- N 59°-Of8'`52" W 24"M LE /- ' SEE MAP ENTITLED" ZONE CHANGE FROM R-R TO A-30 LAND OWNED BY PHILIP IRE LA Nrm Np=ILL D AUGUST 1979 BY STORCH ENGINEERS ,rr+��„i.,,���� FUSS&O 1,1110f fcoNN£c,, �.��P�,, `M o• o_'r� consulting engineers P _ , -- - MANCHESTER . CONNECTICUT EARTH MATERIALS MANAGEMENT LEGEND N / F LAND ' OF P H I L I P IRELAND *�3 z r:* ; THIS SITE IS TOTALLY WOODED THEREFORE SIGNIFICANT = No.&299 TOPOGRAPHIC & CONSERVATION MAP , r. A APPROX. LIMIT OF WETLANDS �� f AMOUNTS OF EARTH MATERIAL WILL NOT BE STOCKPILED. ' °F-__•°rSrcAt",� S�%* �� W I N DS H I R E ABBE ESTATES , LTD NOTE : HOUSE ,LOCATION,SIZES AND ELEVATION ARE DISTURBED AREAS WELL BE IMMEDIATELY LOAMED ,SEEDED , APPROX. , HOWEVER,CARE SHALL BE TAKEN BY AND MULCHED. - --- - APPROX.50YR. FLOODLIMiT -- TO .ASSURE THAT FOUNDATION SOUTH WlNDSOR CONNECTICUT THE BUILDER REVISIONS i DEVELOPED BY APPROX .50YR. FLOOD LIMIT (FUTURE ) DRAINS IF REQUIRED AND SAN. SEWER CAN BE SEE SHEET N0. 1f FOR HAY BALE DETAILS • SERVED, ALL WINDOW OR DOOR SILL ELEV. IN 12/8 /81 WINDSHiRE ABBE ESTATES ASSOCIATES i� CELLARS ON LOTS I THRU 6 SHALL BE SET 2 4/ I / 82 - ABOVE 50 YEAR FLOOD OR 50 YEAR FUTU R E TOPO COMPILED FROM M.D.C. MAPI ING AND CLASS d/ 13/ �, Z P.O. BOX 701_ SOUTH WINDSOR, CT. TEL. 544-876I A- 2 FIELD SUR'Y EY PROJ N0. DATE SCALE FIELD BK DESIGNER CHECKER SHEET N0. f FLOOD ELEVATION . _ 80-255A 9'E6- 81 ("_ 40 ' 248 L. J G . W. D.O• 5 of 13 LI -ram - P E.NO.6299 G. B. M. 1- G Q�ti�.ss > h� a N / F WIND SHIRE ABBE 'a I _m ' N/ F J A M E S M. J R. a �— _MOH_ IINv.238.c2 c4 0 7 p•� , BEVERLY M . COTTON ESTATES LTD. ~~ / SAN•M.H. INV.24022 N ' B.M. # 5- SPIKE IN TWIN p 18"OAK - EL. 255.05 S6 °-21'- 30"E —� S 66°-21 -3011 E ` -- S 66°-29 -� E - 333. 69' -- - --S 66°- 47`- 15"E —� 255.1 S. 65°-54`- 50 t E �I3fi•18r 18r 50.04 315.00 -34.44'- \ '--�_ _ 171 .03' 00 25. 0 _ MAPLE N \ cuv I M \\ t \ . + M W 19 01 ' N I z m \ \ ' —252 / f \` \\�LL — � r p z \ J W C3 50' \ \ N 0 " oLLI La z N `� Q m - , / ,o , ` (6 cc uj = �__ \ o a �\ W 0 0 D E / N MAPLE E- ~ o X clu -IN 41 I N Q N / F MARIE A. ` -I 1 ; / 14 2 / ! o 0 w DI C I A N C I A ` _ aD `; `� �' �\ PVC J es2 o W. 2' ., f / En ti ` \ ,Ar 4 C.) N (D/ m / a 50 a \ N t m rn OAK OAK 16' ti \ yb ` / .\ -- __ - _� / Z S67°40I'35'�� 92.3 - S 63°`07`-58"E -a r AK S66°-21;23"E I°-52r_23»E 37 83 121. 67 - 63.58 '/ rn o f6' -248 / + l 15 ti - r s'' v 5P� S 590`47 68'- °-40`-05"E s / c, -24 05 -� 104. ' S o _ ,/ '/ Qs ,' 00 55.80 61 .. 'ID -e- 6 1 SEE SHEET NO. 5 D."""" FUSS&O'NEILL EARTH MATERIALS MANAGEMENT 1 t D.,��`�P,�'�j.%� �Ocro:� � - consulting engineers NOTE : HOUSE LOCATION, SIZES AND ELEVATION ARE THIS SITE IS TOTALLY WOODED THEREFORE SIGNIFICANT 4 r; = M A N C H E S T E R C O N N E C T I C U T APPROX. , HOWEVER ,CARE SHALL BETAKEN BY AMOUNTS OF EARTH MATERIAL WILL NOT BE STOCKPILED. THE BUILDER TO ASSURE THAT FOUNDATION DISTURBEB AREAS WILL BE IMMEDIATELY LOAMED,SEEDED ,41 No. 62 6299 AS BUILT DRAINS IF REQUIRED AND SAN. SEWER CAN BE AND MULCHED. iHALfµ6,�s�,,' ,� '� SERVED, ALL WINDOW OR DOOR SILL ELEV. IN ---",,,,,,,,�9 WI NDSH IRE ABBE ESTATES LTD CELLARS ON LOTS I THRU 6 SHALL BE SET 2' SEE SHEET NO. 11 FOR HAY BALE DETAILS t SOUTH WINDSOR CONNECT ! CUT' ABOVE 50 YEAR FLOOD OR 50 YEAR FUTURE REVISIONS o FLOOD ELEVATION. 12/8/81 DEVELOPED BY TOPO COMPILED FROM M.D.C. MAPPING AND CLASS 4/ I /82 WINDSHIRE ABBE ESTATES ASSOCIATES - g A-2 FIELD SURVEY 1131sz P.O. BOX 701 SOUTH WINDSOR,CT I/I2/87 PROJ. NO. DATE SCALE FIELD SK. DESIGNER CHECKER SHEET NO, r G , AS BUILT ac.NO. 6299 80-255A 9- 18-81 I"= 40' 248 G . B. M. W. D. O. 6 of 13 s'f 'ram ✓` 10-5-87 ;i v • L)co w �O N / F WINDSHIRE ABBE SAN.M38.i2 0 7 P� / N / F JAMES M.. JR. &" ESTATE S LTD. BEVERLY 'M COTTON INV,24zaoa2H. iNv. / a - ' # IKE N B:M. 5 SP IN TWIN I q cr q 18"OA o z • - K EL 25505 � � - ,J °- ,_ S 65°` 54'- 50 E � /136•I$' 18 . - -- -- - ..... _-- 9 _ -- MAPLE LE ---..—._ ..._.._ _ - -_ -S 66 47 15 E � 255.1 M : . -- S 66°_z9,� .E T 333. 6 - o S-6 6 E 17 103' I 5.00 25.0 0 N \ v, S6fi 2t .50 IE - 515.00' -34.44 - _.— o t UI 50.04' \ \ \ - — - 1 N \ . \ cal \ � cu (30 Lo ro LA p " w Ui \ 9 , .50 N W , �- U n Q \ /e 16 Q - a► / ,r> \ w MAPLE n >� 0 D E `v / o N \' Z - . J a .oQ W 0 - h 1 Z _ ! 1 F- LLJ un w - , 0 . \\\ a [] N. / F M A R I E A. - 1 J 14 N\ CD Y 5 `� / ! PVC N ` DI' Cl AN C IA uj o 0 En 50 o 2 �` Z ` \ O/ Q I / z 14 14 1 t ! r pq}� OAK l ° ,� g2.3. 5 63°`07 „ I AK S66°-21*-23"E -' I I ', / '.� / \ / l R S67 40-35`E 58 E 121. 67 - 63.58 g 710-52_z3 E �." Rs rn N co I - 248 �' 0 ' - _ - r - -� / �t 4 `, � a6 �P�. �. ` ` � S 590-47' l04.0 � SF,B°--40.0 5"E� h 2 �C' --246 / 0 55 8 00 ° a f 16A r- C 40- ' Rcp k� ,1 i 6 SEE SHEET NO 5 0% &Ofmk 'EL" EARTH MATERIALS MANAGEMENT �.�:, ,r♦� o.- °�_ con,,AjItingengineers ev MANCHESTER , CONNECTI ;' UT NOTE : HOUSE LOCATION , SIZES AND ELEVATION ARE TH15 SITE IS TOTALLY WOODED THEREFORE SIGNIFICANT r,*; ApPROX. , HOWEVER ,CARE SHALL BE TAKEN BY AMOUNTS OF EARTH MATERIAL WILL NOT BE STOCKPILED. Ro, 6249 ; TOPOGRAPHIC a CONSERVATION MAP THE BUILDER TO ASSURE THAT FOUNDATION DISTURBER AREAS WILL BE IMMEDIATELY LOAMED,SEEDED �IofsFalS' Rio,`� ��.� 11 9J°N•� �xG WINDSHIRE ABBE ESTATES , LT®" DRAINS IF REQUIRED AND SAN. SEWER CAN BE AND MULCHED. •,, ,.� SERVED, ALL WINDOW OR DOOR SILL ELEV_ 1N SOUTH WINDSOR , CONNECTI CUT CELLARS ON LOTS I THRU6 SHALL BE SET 2 � SEE SHEET NO. 11 FOR HAY BALE DETAILS REVISIONS ABOVE 50 YEAR FLOOD OR 50 YEAR FUTURE 12/8 /81 DEVELOPED BY FLOOD ELEVATION. 4 / 1 /82 WINDSHIRE ABBE ESTATES ASSOCIATES TOPO COMPILED FROM M.D.C. MAPPING AND CLASS J ; _ w P.O. BOX 701 SOUTH WINDSOR,CT. A-2 FIELD SURVEY PROD NO DATE SCALE E{ELD BK DESIGNER CHECKER SHEET NO- 80-25.5A 9- 18 -81 I" = 40' 248 G . B. M. W. D. O. 6 of 13 PC_.NO. 6299 �.I U) - N N SEE SHEET N0. 8 / z / o N/F E. THOMAS 8� c, cco Nn MAUR EEN H. FIELD a � 55.80 Q00 S'59°-47'-05"--` 104.00 oI J d. w � 55 p IU3 F MARIE A. �CD v - 6`rpvc � N/DI CIANCIA Q #15 CD Z a. L0 6 sroEt 6 58 CONNECT TO EXIST.MANHOLE / Q� SAN REBUILD INVERT 8"E� 121.67 0 al� 14 oAK `-35'E 92,36 �/ o P PAP . #16A i o t RAM 12 N� GU9°.\OQ. �4`v �/40 FRCP 48`-8"P.VC. 50 t sr p SAN. ra.M.H.IN Irrv.z2s.o7 13 201 20` o i CA �� `C, STORM SEWER DATA N0. TYPE OF STRUCTURE INV. T. F. I "C" CATCH BASIN 234.28 239.85 c G 'f C" CATCH BASIN 234.09 239.87 2 r r r r ``►� F`� \ 3 It " CATCH BASIN 232.82 236.92 - 4 S61, 4 MANHOLE 232.51 23754 2 _B,, PV t1 PC a+0795 9C � r� is �, Pc 233.69 236.83 a - r t5" RCP6 RAMPl I �l r � - -^ ' #2 �,,� �, 5 C CATCH BASIN 232.97 236.81 66o-09`30 6•,, .o 6 ii C u CATCH BASIN 1 2 S o �� 7 C-L CATCH BASIN 23308 236.26 a = a _ 8" Pv C S _,n L.R O , '� 232.85 236.92 Tlr- �r iL 8 C ' CATCH BASIN _ 15" RC P SLOT �,¢R (h BASIN o 2 7 5 \` CATCH 250.49 234.09 "o ° RIPRAP DITCH 0 OUTFA LL MANHOLE -13 "C " CATCH BASIN 242.15 246.84 -W4 a 7 CONC. DETENTION 14 "C" CATCH BASIN 242.54 24674 RAM P � L}NE t ��\ #te .-�'' STRUCTURE 15 "C " CATCH .BASIN 24077 244.75 t -� gl1} DtNG � \ 16 " C" CATCH BASIN 239.16 242.88 PIKE IN W L " " 239.65 243.29 18" OAK EL.237.65 a -0 16A C-L CATCH BASIN O• 17 "C" CATCH BASIN 239.58 243.18 _ v 1 \ ' " 237.53 241.43 18 CCATCH '_BASIN a' 1 237.46 h ¢ _ / \ INTERMEDIATE RIPRAP 19 CULVERT END W O a to O / N SPACE ti OPEN 3 � 1 �- ,( 0 \ --� / SEE DIKE SPECIFI IONS SH. No. 1! 01 to (NJ v Ln Q Ua 1 tn 1 a 1 PARCEL BLL O \ \ 7 1 Y OD N � o 3I"o SANITARY SEWER DATA �\ I 4 �' PEN SPACE K O T. F. d5 0 o gRj/� NO. TYPE OF STRUCTURE INV. � a ' 225.62 238.42 I Z 1 0 50 SAN, MANHOLE 37.79 o 3 N � 51 SAN. MANHOLE 226.44 2 W I Z EY C,f w �' 52 SAN. MANHOLE 229.59 239.82 97 p /��� 53 SAN. MANHOLE 231.61 24 ,3 CD2 4 - 54 SAN. MANHOLE 232.60 243 . Q 1 55 SAN. MANHOLE 236.41 245.68 11 56 SAN. MANHOLE 240.2 24 57 SAN. MAN HOLE �F 239.37 250..48 MANHOLE TO BE CONSTRUCTED OVER EXISTING SAN- SEWER /l 1 1 M.S. 59° 18'-12"W 179,04' 72'-2k" RCP •--r #10 i _-_ _ �-N 59°-ll -4$ W 228.77 J 1 #9 ,.,. �- N 570-44'-36W I l9.17 FENCE FENCE POST / 39 2. 17` POST - 141.04 t � N 56°-41'-30"W - -�-- N 59°-08'-52" W 2�'BM HELD MAPLE P IRELAND... AUGUST 1979 BY STORCH ENGINEERS" LAND OWNED BY PHILI 't'o��C°NH- FUSS&OPNEILL .1" 1 SEE MAP ENTITLED ZONE CHANGE FROM ft-R TO A 30 LEGEND G E N D ��,•�.?,��t► D. o;�%G; O consulting engineers i ��': =, " MANCHESTER , CONNECTICUT � ----G ------ GAS MAINS ,3 N /F LAND OF PHILIP IRE LAND AS BUILT -- WATER MAINS = F1o, s2ss W � _ r . ���=f_��STEFfOt�. W I.N D S H I R E ABBE ESTATES , LTD E ELECTRIC- S.N.E. - CABLE T.V.DUCTS ''',..... ,,,oilitt' SOUTH WINDSOR , CONNECTICUT STORM SEWER/ CATCH BASIN R EVISIONS DEVELOPED BY • 'f� �'S5 12/8 / 81 WiNDSHIRE ABBE ESTATES ASSOCIATES SANITARY SEWER / MANHOLE 4/ 1 / 82 TEL. 644-8761 -4 1 13/s2 P.O. BOX 701 SOUTH WINDSOR, CT. .- s PVC SAN. SEWER SERVICE , " P 1/12/67 PRO,l. N0. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET N 6" F.D. FOUNDATION DRAIN 10-5-&7AS BUILT 80-255 A 9- 18- 81 I =. 40 z4 8 L.G. B, G. W. D.O• 7 of 13 / CONK. P.E•N0.6299 1 N SEE SHEET NO. 8 i ` ? N/F E. THOMAS a MAUREEN H . FIELD p ti S 6$°-40`-05E 55.80 i CO 1 0 Q N / e S 590-47`'05"� f04.00 I w OG' 'o Il!a ul M A R I E . A. to 55 N/ F N C I A : 6„pVc o l OD � pl CIA ° CD Q #I5 1 Q = Z p•- 10, j 16" ° zl-2i5CONNECT TO �" OAK S 66 6658 Ems' j SAN. RE U LD NVERTT MANHOLE }4" rt 2z ss OAK , E ,� 121.67 1 P�. \ zz 58 r� k4" 41F� 92 3F, 1 \ m 7 o-40-35 / 4' �. cn A 3 ' 23 . S 6 1 RAMP _-� r pCP �` #16A 484'pmc. 50 ti 12 \�E G�Ft oO-�"�~`� 40'- "RCP , �- SAN. 1 N G 00 . 24- ..- 1 ♦� i SAN.M.H. - yy yll}�U b�, 1k5Q 3,5 , 016 INY.225.07 1 FL" -109' y320 ` \ 20 " 6 54 > .O a `°� SPNL`' STORM SEWER DATA NO. TYPE OF STRUCTURE IN T. F. _ t �, C ,c� O I "C" CATCH BASIN 234.70 239.95 "C" CATCH BASIN 234. 55 239. 95 a }D 4 r'sU116,� 3 "C" CATCH BASIN 233.05 236.95 w _� Q t_8,, PV N F C 4 t? �' 3 r J 216 15`' RCP RAMP � [ � - 4 MANHOLE 237.50 ti 232. 85 �c �� 0 Z 5 6 l s7 60_09-30 E s2 \ \6,, FS'S \ 11 5 1 C" CATCH BASIN 233.40 236. 80 0 c� N 2 _ S 6 6", AG ` 6 c sA 1c, C CATCH BASIN 233.25 236. 80 Z m w 26A' - 8,t PV D 'o } E Al O �. 3 1 -C CATCH BASIN � 'Q -�, r R - } 4 _ 15" RCP SLOT ��L \ 8 "CC" CATCH BASIN 233.20 236.95 0Q. 2g6 ' s•, o, a h� 1 \� 9 "C" CATCH BASIN 230. 90 235.60 Q =ip � 'w 1 RIPRAP DITCH 10 OUTFALL MANHOLE 230. 50 234. 50 z 51 s3 `C �o #4 U 0 1 t� �` CQ } \ I ` RAMP y "m }KE \ 13 "C " CATCH BASIN 242.50 246.75 } � L 4+ \ CONC. DETENTION 14 "C" CATC H BASIN 242.75 246.75 1 Ru1La I \� pie STRUCTURE I5 "C " CATCH BASIN 240.95 244 .85 B.M.#2 - SPIKE IN 16 " C" CATCH BASIN 239.35 242. 85 18" OAK EL.237.65 �_ �` 1 ' 16A "C-L` CATCH BASIN 239.60 243.50 I 17 "C" CATCH BASIN 239.55 243. 20 _ 18 "C" CATCH BASIN 237.70 241.50 2 } Ct INTERMEDIATERIPRAP 19 CULVERT END 237.40 ,�^ ` ~, O 6 a 1 1 1 03 .r/ \ \ . SPACE cc OPEN S � 40 o J - 1 5� -ti�� SEE DIKE SPECI FI IONS SH. Na. I f \ \ u� z Z / \L / J � nr o Y PARCEL B 1 Q M j , = SANITARY SEWER DATA \ a O -o OPEN SPACE RipK ` Z c j B�Ai N0. TYPE OF STRUCTURE INV. T. F. 50 SAN. MANHOLE 225.40 238. 20 ut 1 Z / J 51 SAN. MANHOLE 226.Q5 OUT 237. 60 x j LEY 227.00 IN Y o CDO ,G 52 SAN. MANHOLE 229.70 239.65 Q ca 53 SAN. MANHOLE 231 . 90 241 .80 Q Q 54 SAN. MANHOLE 232. 50 OUT 243. 25 233. 00 IN r 55 SAN. MANHOLE 236.45 245.60 56 Z � �� � 56 SAN. MANHOLE 240. 05 248.00 p 57 SAN, MANHOLE 239.75 250.60 i � MANHOLE TO BE CONSTRUCTED OVER EXISTING SAN. SEW ER 1 M.S. /f -- - ` 12" W #10 N59°- 18 179.04' 8 W 228.777z -2I" RCP N 59° 49 1757°-44 -36 W' N 119. FEN_E . FENCE POST HUB @ POST 392. I7 14I.04` N 560-41'-30"W - � N 590-08'- 52 W 24' MAPLE HELD FROM R-R TO A- 30 LAND OWNED BY PHILIP IRE LA ND AUGUST 1979 BY STORCH ENGINEERS f SEE MAP ENTITLED' ZONE CHANGE RO ��,�'ov` .....' FUSS&O'NEILL �.•���,,►��M o�_ consulting_ engineers ___ MANCHESTER , CONNECTICUT N / F LAND OF PHILIP IRELAND LEGEND - No. &299 #;` PLAN , 'o11ALAcl %11111 " W I N D S H I R E ABBE ESTATES , LTD If STORM SEWER/ CATCH BASIN SOUTH WINDSOR CONNECTI CUT REVISION5 DEVELOPED BY �55 SANITARY SEWER / MANHOLE ( 12/8 / 81 1 WINOSHIRE ABBE ESTATES ASSOCIATES 4/ 1 / 82 CT TEL. 644-6761 �- 6' PV C SAN, SEWER SERVICE P.O• BOX 701 SOUTH WINDS OR, - r �•- DRAIN PROD NO DATE SCALE FIELD BK DESIGNER CHECKER SHEET N0. s" F.D. FOUNDATION 0 80'25A 9- f8- 81 1"= 40 ` Z48 L. J . G. W. D.O. 7 of 13 CONN. RE.NO.6299 G. B. M. PG �3 Jv moo' I. U 1 0 • I a. I fah N / F WIND SHIRE ABBE �� 00 � SAN.M.H. INV.238.12 N/ F JAM ES M. JR. & ---f�— BEVE RLY M . COTTON ESTATE S LTD. --II P� I SAN.fa.H. INV•240.22 - B.M. Atr5 - SPIKE IN TWIN I / 18"OAK - EL.255.05 11 f � S. II w' 65°-54'- 50" E O1 36.18� 18 --S 66 '- 15 E 255.12-- NW( pJMAPLE-Sfib'_29 05"E 333. 69' 25.0 4.09 Sfi6o 21'-30"E S66°-21 30E-► pi71 .03 pw 50.04 315.00, 4.44' 1 Coll, } cr1 _n Olt 0 o Q in #56 O; =9O Pm 6 I, z a16 IQ J MAPLE n W 50, Ozuix 13 N / F MARIE A. o DI CIANCIA aD Pvc O ,, C a` IL O j = Z aU 4 50' o N g Z S.N. r. :JI D � . ` N C 0) Q rn 10 m m u, 14„ 14 p z OAK ..� ' 92.3OAK . 16 S67°-40�35"E S63° 0758"E AK KS66°`2l;23 E 37 83 63.58 Sao Q -n _m S 710-5223►E rn so• � cn 15 #55 _ G ts! / ABC SP I.P. yP�• S 59°-47+_05"E-J. 104.004 S680-40'-05"E� G. 55.80' o N 2 w ve 4, a 40'- RCP ,6 . ' SA ro SEE SHEET NO. 7 C' LEGEND " #5 STORM SEWER/CATCH BASIN -455 SANITARY SEWER / MANHOLE lap- �- s" pvc SAN. 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