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Home My WebLink AboutPlan Windshire Abbe Estates Ltd. Phase 3 TEST PITS PERFORMED AND DATA PROVIDED 9Y RSK KELLCO ON 2 - 23 -89 TEST PIT DATA TP I STA. 10+ 15 _0- 12 LOAM 12"-36" RED GRAVEL 36"-84" HARDPAN i• APPROX. TOP LEDGE TP 2 STA. 11+35 0 - 12 LOAM LOT NO OWNER/ADDRESS L 12"-48"RED GRAVEL . LO T NO. OWNER/ADDRESS 4$"- 120" HARDPAN l/ t20"- APPROX. TOP LEDGE 1 Lincoln H. Streeter 26 Beatrice M. Yanusitus 56 Bramblebrae 232 Miller Rd. TP 3 STA 12+45 2 Joan E. Wilson 27 Herbert 0. Lindahl 28 Bramblebrae 344 Miller Road 0 ` 12" LOAM - 3 Joan F. Schwartz 28 Lee -Hunt Jr: I2"-48"-RED GRAVEL . 20 Bramblebrae 11 Hearthstone. Dr. 48"-120`= HARDPAN 4 Salvatore P. Cassarino 29 Richard H. Lafleur 53 Bramblebrae 19 Hearthstone Dr. 120" - APPROX, TOP LEDGE 5 Thomas J. D'Achino 30 Alfred R. Kausch / 56 Bramblebrae 25 Hearthstone Dr. 20 2! • - TP 4 - STA 13+90 15 6 Anthony _R. Desmond 31 William V. Zaleski 27 Bramblebrae 37 Iearthstone Drive O - 12 LOAM 7 Joseph A. Bolognese 32 Robert W. .Bonisalli 12' -36"SANDY SUBSOIL 19 140 Windshire Drive 49 Hearthstone Dr. o t7 18 8 Frank W. Vignone 33 Roal & Susan Cowles 3fi"`fi0" RED- BROWN GRAVEL . y 8 9 14 22 _o 152 Windshire Drive 15 Hearthstone Drive o � -60" t- 114" HARDPAN c, I J 9 Dinesh S. Shah 34 Daniel P. Garvey_ �114��- APPROX. TOP LEDGE � DR 60 Oxford Drive 16 Blueberry Circle. - Y . e. • 10 U&R Construction Co. 35 Patrick..K. Davin 0 23 1� 2 Oxford Drive 7Hearthstone Dr. - � WATER ON TOP OF LEDGE -Oxford 0 11 Robert E. Boudle 36 Virendra K. Ohri 14 Hearthstone 84 Oxford DriveDr. 37• James C. Fitzgerald'< 12 Jan M. Lukasik B 2s 100 Oxford Drive 8 Hearthstone Dr. a -i-•->: 320 icand Inc. Allied Builde rs UnU&R Construction Co.13 106 .Miller Rd. Oxford Drive a Q _ 39 Ron old Cyr 14 Construction • Miller.,::......:.: :.....:. ._..::.,....:.:.:."::. . . ,..:,:. ,.:. . ._.. . ..":..:. :.:..:... : . :.": .:.",":.:"... ..: :. : .::,.. . :. :...::..:. ...... :. . :.::.: ....... ...... Oxford Dr .420 CONSTRUCTION CT ION E5 � a N 0 T � �o Alb ::. . .,... ::...,..:.:: .:: F . - Ga n ..,:. :.::.":.:.. .:..:.. ��.,.:. :: ...: :... . .. . . ...:,:.::::; 1 Con s t r On 1 D 059 Foster ter 1 Street BASED UPON _ .....::.:. :..:..:.::...:.:.:.:..::.:.:�. ..:.:":...:.:�..:..:<,..::, :.: > ..:....: .:.:.:. ::..::.:..:.: ::,..:. :. ::. :: :.::.�>: .::.:.. . .".:.::.... 26 Oxford Drive THE __ :� :,: <:: ,..,,.. ::. :-.:. . .. ........... _...,......,.... .... .... _..... .....: ....... . .. .. . .. ..... .... .. ... .. ... ........ . ._.. .... .. .. ABOVE TEST PI ,,.>.:.:.:.:�..:...::::,:..::.:-..:::..:::::�:.:.:. ..:.�:_: .� .�•.-.:: .;::..:::...:.;_,-:>.:,. ..... .. ._. . . .. .. ...,. ... ... . . . ... ._. .. .TS PER : ..... :>: ..... ,..: .".:. .:: � FORM . .".. ... :":�:::,_.: . . .,::.�:,..:.: . ..:..:>,�..:;..;.-.,:•::.:-.:>...�.:.,:_. O 3 BY R5 a THE G EOM .". :. . .. ..� .:.�. :. :.:. .._ ::.,..:..,..� ..:..:.:: :::: ..-::.. : .: .:.:: ::...::.,:.:..�....:.... ....�.. ..:..:.�::.�.:.:.":.:. ..:_ . .:.�.. . .:.:.�.::. .:.. R - 4I _ . Henry A ETRICS AND ROADWAY ..::.:.:-;.•:�.�- ,_:.:::: :::.::.:,.....: ..: -: ::.:_:: ._.::::::>...:-: _ S 1L Y lad k U&i� � -• Con Y c. :... Construction C , . SECTION SHOULD NO . ::.. .>.::::: :.,,-::.� .:.�::-,: . .:::: ..;;-: ..,.::.::. .: ...: .. :..:.�.:.:....:.::-:..,..: l - ::..:. ::.::. :.:::..: ._.:..:::.,..� .>.. ... .:_�.�..�. .:... ::.:.: 051 Fos. _ CHANGE. Foster S E.NO UND tree ERDRAINS .:. .: ::>:-.:-.: :::: .. . ..:. : - . :::::::: . . ; ::::;:::."::.:-:�:::..:::.:;..:.:.»:.::,.:...:::;:.>: :..::::>: :•:;- :<,•-::>::::;::::..::,.;,: 4 5 ox t 3 fora Dr�.ve . S NEED -. ED. o 42 Albert E. - Ohlhof N -3� �.? UFxR Construction Co. 1043 Foster Street .. S�".gcE 36 Oxford Drive eet 77 O x f 49 ! V 3g 18 U&R Construction Co. 43 Alexander E. Savluk 1035 Foster Street 89 Oxford Drive CONTACT "PERSON AT RSK KELLCO IS BRUCE KELLEY 19 U&R Construction 44 Estelle P: Kozlawsk TELE. 644 - 8761 . action Co. Y 111 Oxford Drive 1025 Foster Street OO 20 U&R Construction Co. 45 Robert J. Brown 48 133 Oxford Drive 1017 Foster Street 21 Frank Dzen 46 Richard H. Klebart 279 Miller Rd. 1009 Foster Street q•3 4i? 41 �7 22 Frank Dzen 47 Christopher D. Martin44 4� 45 279 Miller Rd. 995 Foster Street Temple Beth Hillel of South 'Windsor. ST�'EET 23 James B. Hall 48 - 39 319 Miller Rd. -10 oster Street (rear) nn 49 Town of South Windsor - o en s ace _ � - •` 1 �r �. 1 ,n��,61�� °� ' �.., - ,.�, �, _ 24 Louis R. Pi Jr. rotta p p G u� l` 329 Miller Rd. 50 Town of South Windsor open spaGe 25 Paul S. Sawyer - E 1 MAP --� r- -- . 337 Miller Rd.- r, _ FINPLANS SCALE 1 - 200 TO_ 01 OF SOUTH WI DO ZONE AA - 30 AUTHOR MINIMUM LOT AREA 30,000 S.F `:. TOTAL AREA OF SUBDIVISION 16. 10 ACRES MAXIMUM STORIES - 2 I/2 TOTAL NUMBER OF LOTS : 7 MAXIMUM HEIGHT +� 9 , .� 3 0� MAXIMUM 'LOT COVERAGE 15 % TOTAL AREA TO BE DEEDED To TOWN PROD. MANAGER: WDo OF SOUTH WINDSOR 9.73 ACRES CHIEF DESIGNER: co r+ FRONT YARD 50 s iFDH' REVIEWED BY DATE NEILL I hereby declare that this map is substantially correct. This map _ T E and survey were prepared in accordance with the standards of BOUNDARY �;._ , COnsulting engineers ' &O"now REAR YARD 50` ��,..,,,..,. �'.�. 1� ..'� a Class_survey as defined in the "Recommended Standards M"""�n►., .•'''�of cQ"ti FIELD EDIT � ,r�. Q M A N C H E S T E R C O N N E C T t C U T CON O� ♦ �6 d�,s,w0.• FC lil/t5 /2 O f for Surveys and Maps in the State of Connecticut" asprepared '�-of H r�. "''.T. ;' t _ SIDE YARD � .�" '': 20` �+�'� c+ •. . y •�P GEOMETRY 4 p �� :,•.� ,� KEY and adopted by the Connecticut Association of Land Surveyors, :' Gti R' sf/ �� ti: .. 1 . MAP P Inc.,o eptember 13, 1984. co`3+ �4. ��• J - DRAFTING . - �,* WINDSHIRE ABBE. �E r H0 ESTATES , AT E S LTD. LAb✓RENCE Ne. I2327 ,�'� -' C�=qE 6 �� r*` R. GE/S5L o _ o c . ER JR. L.S.# /232 7 C <��, p ,/► q .f ��_�src+ ,,,. `�`� REVISION DATE: PHASE .� t 9� M9E�/'�` - 4'�iBa�4HAG Lea ' ` :f No certification is expressed or implied unless this map bears ,o B .�o �aa. ,,,,,r._ SOUTH U T H W I N J;• the .original signature and embossed seal of the above ,,�, R: �,,,+ „�, - S 0 R , C NNE C T I C U T ' . . e named 3 �'`�9 ®4-� �� DEVELOPED BY WINDSHIRE ABBE ESTATE am �� /c�Q & 4- is -e9 ® S ASSOCIATES P.O. BOX 70I land surveyor. . Z./70 SOUTH WI NDSOR, CT. TEL, 644-8761 ,- - SCALE: DATE FLD. BK. PROJECT • `. - :;- N. 200 FT. IO - 8 - 88 - I I I I 82 283. SHEET NO I OF I _ 102EW WEHtt111 T CO' COORDINATES BASED ON M D C DATUM a MON # NORTHING EASTING OXFORD DRIVE WINDSHIRE ABBE ESTATES, LTD 1 181,348.05 206,208.07 2 181,311.63 206, 242.33 �'"�..�,! PHASE U 3 181, 385.26 206,226.34 e=B4,47'03" REFERENCE MAPS 4 181, 461.0 206,233. 6 T=22.$E 1. " PROPERTY OF FRANK a JULIA K. DZEN MILLER ROAD SOUTH WINDSOR 5 1$1,461.08 206,233. 68 v =so°oa•Do•' +„ � - 25 6 181,456.26 206,283.45 1- J?6..99 R=.asa0' CONN 7/30/56 BY HAYDEN GRISWOLD. 7 181,623.45 206,331.84 r-��`� L.=3-3.Z7' 8 181,581.62 206,359.23 2. �� PLOT PLAN SHOWING LOCATION OF HOUSES TO BE BUILT ON LOTS 1, 2 81 3 6� 9 181,942.64 206, 255.59 MILLER ROAD BY QUALITY HOMES, INC. 11/56 BY L. J. BARIHAULT." 0 10 181, 992.34 206,261.12 11 I82 093.51 206,280.90 0 1.2 18 I , 989.24 206,280.90 I 3. "PROPERTY SURVEYED FOR ANNE B. KUPCHUNAS, MILLER ROAD, SOUTH WfNDSOR, 13 182,091 .45 206,292.27 a) o BY PETERSON a HOFFMAN.' 14 182, 176. 16 206,300.55 � 0 0 w 15 182,034.54 206,556.74 = z n 'p9 16 18 1 ,989. 10 206,569.41 c.9 3 N N = ? 4. OXFORD ESTATES PREPARED FOR J.M.J. CONSTRUCTION CO. SOUTH WINDSOR, CONN.„ 17 181 , 942.19 20fi,612.53 p _ 18 181 , 886. 24 206,642,51 ��- �! O O� BY REINO E. HYYPPA ASSOCIATES C.E. & L. S. GLASTONBURY, CONN. . 19 181 ,825 . 87 206667.53 a v�v 20 18 1,756 . 08 206,678.87 0 Cn o LL o / 01 R=sa.� 21 18 1,731 . 10 206 683.0E cn tL n x0 / QQ r aa./s. 22 1 8 1, 2 18. 15 206,41 2 . 31 o Q�? f OXFORD ' 1L ESTATES" / cw 3 M N Z ' E O iV 4 2.9' g E 22G.77 o - �a \ 5 7 or sr,�. N a MoN * � ZT WINDSHIRE ABBE ESTATES LTD. a,.3s �' s sa'• PHASE IC h� �'�' ` 0 3 S ri n 4'�'°!� �.. -p, 9 so.©©• E g ?8 0 MoN �.// pIx� s - 88 1 9 7loA h'��9sY �i9�S R7 � 2o.03 ° 80' 02' E c'�5" 28 V � ��3g• rlo � � 3/' g'<n" �.y� 3S i0 '�i so E!U/Gb/NG � !lo/V. �/,2 � � Gy0' J•-8" F Q) /02.B2 /V 5 0 ��. �' `' T,Alo,vS� �S 5 Jr 9 f 2 ``------�` a MoN�13 Bs./3? � rraN�/g 4g.3�` -- \ / 8jz ns.. � S. F. ° S4°42•z�' � s �° -99./3 15( \ / 3• �� 1.28 0), 20u/LD/ ��, - � - �_ .___ ,�s6�9 �c4� � �h • tit w � l v G//L.D/N(•a O v/GOING 8 4/NE IV Q �- ? A 0 - a �� aV 471775 S. F. A,31. 10 AC. Lo N q �'rc7o �� , TO BE DEEDED TO THE • �`� MoN�r�,� pTtc • � 3 �v'ec'S. ��'`0 9h h7 l RF , 111041 /p� BRAMBLEBRAEgt0 ,9g v N SQ sr38,216 S. F , � TOWN OF SOUTH WIN DSOR ��tt R' L o'o - " - 4 '5 8 '17o.ga moo, ti r .88 AC. h0 OPEN SPACE a W Rp�,�o 3 . , 839 S. F J ` `/�s.g�. T=1p23.7,, .82 r• ��'o,P _ z B�/ .87 AC, t :43�.38.03 ' q . o o QJ SQ' ox s` Q qD ? op �b s s • W �y s / 30 44 s r•e�. Or < TO r ''�•� Z � 6 3y°3g p Fjp Z N 33 \ �R, o• s Z V go pe DF�© NO 31,960 S. F. OP �6S .73 AC. ru O Ty �DSy °' ; 49 , 406 S.F �+ PION. /� /,?o 6 E TO W� I. 13 AC. Ss 4 ao �. 1> of F _ - ry SOv �S' o, �v 5p Moy 4t/� 1 5.� 4 FS all ,A`� G��S Soy 5 = 6 E_ -- _... __ , Q ANDS < T 6'�� • z A � 6 v�• OR Soo' �5 3 .ZZ. E M0N #�B p,�� ZO Ov�� LEGEND 5 Zz'3o N OF S 9a;47o4„ B ,y0 1v EXISTING MONUMENT ■ � 710 PROPOSED MONUMENT . � �� Mom ,,--Q FL©O,U ZONE L/N E O P�G OA. E46V. 260-6 �10 �N S � EXISTING IRON PIN • Tiy d PROPOSED IRON PIN .O OR �4 FLOOD ZONE LINE . ~ _ 1 Opp 45 �F PROJ. MANAGER: W DO r CHIEF DESIGNER: COS/FDH r FUSS&OFNEILL \ - O ' I hereby declare that this map is substantially correct. This map REVIEWED B Y DATE consulting� 9 engineers and survey were prepared in accordance with the standards of M,,,,, - BOUNDARY _ '�` ' ' � ' jf�f�. MANCHESTER , CONNECT.ICU7 a Class A-R survey as defined in the"Recommended Standards �000f�00 N V f o FIELD EDIT for Surveys and Maps in the State of Connecticut" as prepared ��.� tir�� R. 6f/s a :� NOTE GEOMETRY ;'„ }. `;;` :�_ PLOT PLAN and adopted by the Connecticut Association of Land Surveyors, ��,��`"� s<�,�c DRAFTING K.U. t2 -5- w5 �� l ti Inc,, September 13, 1984. ..,emu` t� , „�, � ELEVATION 260.5 HELD AS 100 YEAR FLOOD LI AND ESTABLAIBgEDWINDSHIRE ABBE ESTATES, LTD. IN FIELD USING MDC BENCH MARK 68057. STEEL PI T 304 r✓ ND. 12327 �� • !'� h v.lr�•.c..e _ .� ROAD EXT. ELEV. 266. 22 . �/ PHASE M LAWRENCE R. GE/SSG ER J!?... L:S:` ..j'2 2 0�1..9=�� Nay°��.�.� y �0 REVISION DATE: SOUTH WINDSOR CONK ECTICUT - c� p 4 �0 9 R`ev`�$�. �d No certification is expressed or implied uriles0-his-ma bears •,, _n 3 -2/-g9 ® ® DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES the original signature and embossed:s6l of�lne •,abov6, named ." rr • P 0. BOX 701 SOUTH W I N DSOR CT. TEL. 644-8761 land surveyor. 3j,15 fq0 t DATE FLD. BK. PROJECT SCALE:- i IN. 40 FT. 10- 8 -88 82 - 283 SHEET NO. 2 OF 11 COORDINATES BASED ON M DC DATUM `Torvr7. v/'South `�i�zdo� 1540 SULLIVAN AVENUE SOU711 WINDSOR.CONN.06074 2. Concrete sidewalks, built to Town s ecifications shall be AREA CODE 203/644.251t installed on one side of all new streets plus along west frontage to driveway on Lot 35. ' MON # NORTHING EASTING 3. Footing drains are required for each house. Prior to the 30 March 1989 building of any structure on a lot, a topographic map, drawn to a scale of 1• R-401, shall be submitted for each 23 182,357. 53 206, 998. 19 I: lot in the subdivision, showing proposed contours, 24 182,462.11 206,310 .55 Mr. R i chard S. Kelley elevations and the location of the footing drains. No RSK-Kelico Inc. building permits will be issued until the proposed 25 182,594.37 206,321.72 1744 Ellington Road contours, floor elevations and location of footing drains South Windsor, CT 06074 have been approved by the.Town Engineer. 26 182 ,498.38 206,578 . 12 27 182 , 685.68 206,548.24 4. Drainage 2 8 18 2 6 6 3.4 2 re: nppl. 189-QSP, W€ndehire Abbe 7Iir this subdivision Is subject to the approval of. 2 0 6, 6 9 3.3 0 the Town Bramblebrae (extended) Engineer., 29 182 ,474.50 206 622.57 5. If, for a:: grading ' 30182 , 237. 63 ? Gentlemen: y reason, finished er shall and other site work ain mount 3 1 i8 2 , 2 3 7. 6 3 207,063 .38 not completed, the Town Engineer shall determine the amount 182 , 467. 70 We are pleased to advise that the Planning and Zoning Commission of a cash bond to ensure final grading and site work. This 3 2623.89 2 0 7,0 5 8. 6 I cash bond must be submitted prior to issuance of a I 1 8 2 , 6 2 3.8 9 206, 773. 27 voted on March 28, 1969 re approve the above-referenced application for a 7-lot resubdivision in accordance with drawings Certificate of Occupancy. 11-11 of 11 prepared by Fuss and O'Neill dated 10-8-88, revised 3-21-89, and with the following modifications: 6• All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of 1. All deeds for open space and roadways; and Easements for the Water Pollution Control Authority. (L conservation purposes, drainage or utilities, that may be 7. Water shall be supplied U required in connection with the approval of this Water Company. to this subdivision by Connecticut subdivision, must be.submitted to this Commission prior to Q a filing the mylars and issuance of building permits. All lighting 6. Street li (L deeds must be in accordance with the policy for accepting g g shall be installed on streets, at deeds and easements and must be approved by the Engineering intersections, and on cul-de-sacs in accordance with the A Department and Town Attorney. The deeds for the roadways policy established by the Town Manager. Street lighting is Z l� and open space will be held in escrow until completion of to be coordinated with the Chief of Police. © UJ the subdivision and then referred to the Town Council for I- q C,y acceptance. 9. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South J O Windsor. Street names and installed by the developer in conformance shall ewithth be e standards of the Town of South Windsor, at no expense to W LZ= Z. the Town. 10. Quantity estimates must be submitted to the Town Engineer I<- (on the enclosed form) for the purpose of determining C] ,� U� '% V1 subdivision bonding, and all bonds shall be posted prior to Z filing the plans. 1 W fl if the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a until of the development. If a neweLetter ofsCredit has pnot ibeen t n t J 0 received within 30 days before the expiration date, the V = 1i MoN. �3 ��J// �/ Commission may, at its option, call the Letter of Credit it y,s I /,� is holding. a i b 0 +/ 11. A drainage sesessment fee in the amount of $350 shall be s submitted to this Commission: 0 I 0 12. A liability insurance policy shall be submitted to this 900 a Commission naming the Totht bf South` Windsor as an insured, C G e W - with a combined single limit far bodily injury and/or Cr O w property damage 'ih the amount of'$1,000,000. 13. This application le subject to the conditions of approval W O N �C � of the Inland Wetlands Agency/Conservation Commission, a G C N including a bond in the amount of $4,000. �A 14. Prior to commencement of any site work, a meeting must be 0 8 7 held with Town Staff. W ° / O 15. All plans used in the field by the developer must bear the 11- _ o O s / N' stamp and authorized signature of the Town of South G� f Windsor.. © O 16. no building permits will be issued until rill modifications u' MoN. #--I- have been complied with, and the final plans have been Z 1^- filed in the Town Clerk's Office. © © IS�+ 17. A map detailing all open space from all Windshire Abbe Estates subdivisions (including an accounting of all Cr LaN A required and provided open apace) is needed. 10. Traffic control signs as required by Local Traffic Iii +(� Authority must be shown. 1 o w FLOOD PLAIN ZONE 19. water line should be located along same side of road unless LL m 3 TO B E DEEDED utility company requests proposed location. THE TOWN OF SOUTH WINDSOR T �A 2U. Outlets of mechanical roof leader systems should be Shown. p e N z �- Q FL SOD ZO/VE 4iNE 0 P E N SPACE r7 21. Slope rights along Bramblebrae should be indicated. = N CELEv-24,D.5 �, �--,. O (V - �/ �- W C 22. Plunge Pon!/stabilization to pond to be considered; reverse L , C)�r - N filter design needed. J L/ V 33. Type of PVC to be used for sanitar y sewer is to be Vl �= 0 specified; and trench detail must be consistent with o N manufacturers' and soil requirements. LL. r 24. Sight line from driveways an Lots 31, 36, and 37 should be ealochecked. N S2'p O '•• 25. Lot-to-lot grading on Lots 31 and 32 to be checked to MOM. >t/3 ¢00 y1,3• ensure no flow onto adjacent lots. �} ' MoN.#25 Z MON.;�`_-9a73 78, ` 26. Underdrains for road to be considered: note sheet #1 of 11 - 0 MaN.st 4, S !9° 28' 3t0" ` E regarding test pits. 1 � 27. hydraulic data has not been provided for pre/post-flow } conditions. oYJ 28. Concrete end support needed for concrete end structure. ' Bu/Lb/NG ��NE ` 29. Open space improvement plan is required, to address access 411305 S. F �' \ to and cleanup of debris, ��\2 �'�' ��/Go/NG L/NE 1 Z - 0.9 5 h �� 6 2; 0 33 S. 50 N/F LOUI S R. N/F J A I11I E S B. 30. Prior to boxing out of road, a Soils Engineer shall provide testingof soils to determine subbase and base depth. p A R E S �� F N/ F P A U L S. H ALL 31. Lot 36 to have turn-around driveway, I.4 2 P I R 0 T T A J R. 32, Note that all lots meet the 90 x 90 buildable square ACRES ti SAWYER requirement. Black and white transparent myldts of Sheets #2 and 3 with the 3 t, above modifications# togethet With three blueprint copies of the v 37 sv IV o entire set of plans, MUSE be 611bmittsd to this Co#mctiesion within O r U N O(� aC si sedi approval of O this Commission, a well adtheinland ketlandd Agency/ Conservation Commission, must ba reproduced on the mylars. - n N ti O After the mylars have bean sighed by the Commisslon# they will be 0 returned to you for filing in the oftice of the toten Clerk within (Z 90 days. After filing #hoes pldrtet A ddpY of the receipt must be -4 a'� N O - submitted to the Planning) bepaftAlgrit+ V 2:3!//t blNG O 41 �I 0} n Verytruly 00". N/F KUPC UNOS Y Yours, BROTHERS INC. �/NE P NING AND ZONING COHHISSiON �154D SULLIVAN AVENUE SOU111 WINDSOR,.CONN.p6W4n- AREA CODE 203/fi44.2511 ------- -�9.99'- �1 Raymond F. Hallowell, Jr. S to/4, .32' �9" ;7&00 Chairman Mp�!W 31 cc: J. Iazzetta# Town $nginaer January 24, 1989 //.62 S /$ �8�. E 2`��29 J. CollF. ind,pChief Btalildifl¢flbEfitial E. Belleville, Asgdsebt . co W.H. a nachgi Fire i gtehal, or RSK-Kellco, Inc. Mao. a>r3E S+ 3u Registrar of Votekd 1744 Ellington Road MILLER SS" E Inland Wetidnde-Agbndy/ddheatVhtion CaMwiad ion South Windsor, Ct 06074 Moo• Vt 2? PZC File w 9. Disposal of the barn (lot 37) should be indicated on the ROAD MoN. ze Fuss & O'Neill plans. Wood to be removed from site; concrete foundation RE: Application #89-05P Windshire Abby Estates, Ltd, - Phase III to be collapsed and buried 5-6 feet below the ground. The stockpile should be relocated unless sequence of construction addresses the problem of the stockpile in the Dear Madam/Sir: same location as the barn. At the March 20, 1989 meeting, the Inland wetlands 10. Wetland delineation and sources should be clarified and a Agency/Conservation Commission approved with modifications report included for review. The plans should reflect the Application #89-05P - IWA/CC permit for a subdivision located on the report. southerly side of Miller Road, AA-30 & FP zone. Approval was based on plans prepared by Fuss & O'Neill, Project #82-283, dated 1018/88, •11. Additional anti-tracking pads should be shown on the plans. last revised 3/21/99, sheets 1-11. if Oxford Drive will not be utilized for construction ' entrance, this should be indicated. The Bowing modifications must be adhered to for this permit to be valid 12. Relocate silt fence or haybales on lots 36 and 37. 13. Phasing of the project should be indicated if it is deemed NOT E • 1. Black and white transparent mylars of sheets # 8��_&,l0 of - 11 with the above modifications and this letter reproduced necessary. EXISTING MONUMENT ■ thereon together with two blueprint copies of the entire Relocate stockpile currently on lots 31 and 32. LAND OF KUPCHUNDS BROS. INC. IS TO BE INCORPORATED set of plans, must be submitted to this Commission to be Il•' stamped and signed. This must be completed within 65 days INTO LAND OF WI NDSHIRE ABBE ESTATES LTD. FOR SUB'D'I'VISION. of review prior to any construction activity on the site. 15• Resolve the confusion over what is to be open space, .D and PROPOSED 0 P O S E D MONUMENT N U M E N Tindicate it accurately on the plans. P R O J. MANAGER' W D 0 2. CcrisCrucCion activities shall be subject to the approval of the Town Engineer. 16. A map showing the total, open Space for Windshire Abbe CHIEF DESIGNER' C 0 s /F D H � FUSS&O'NEILLEstates should be provided. EXISTING IRON PIN .� 3. The application shall indemnify and hold harmless the Town REVIEWED B Y DATE of South Windsor against an liability which might result 17. Roof Leaders and footing drains should be shown on plans. g Y Y 9 - � consulting engineers from the proposed operation or use. ♦ BOUNDARY 18. Upgrade detention structure in Phase I and add PROPOSED IRON PIN .O I hereby declare-that this ma is substantial) correct. This ma w�"""""�� '�'" " - M A N C H E S T E R C 0 N N E C T I C U T 4. We recommend a bond in the amount of 4000 to be submitted modifications to the plans. P y P COtY/y ��i $ F,,.-�F0 FIELD EDIT to Planning and Zoning Commission to ensure compliance with and survey were prepared in accordance with the standards of �t ,, the Erosion and Sedimentation Control Measures. a 4� #� E t' Sf/s" �� GEOMETRYr z 1 j Very truly yours, a Class�,�survey as defined in the Recommended Standards Q+,�mac, sr':�; .-• �. , .. , . P L D T PLAN 5. The permit is valid for one year and shall expire on March i , L EXIST. IRON PIN PROP. MOM. ■ for Surveys and Maps in the State of Connecticut" as prepared �'+'�`" F '�' Y p z J rz, Y P P co+ �' DRAFTING K. U. IG -S 88 11 20, 1989. ��'v1 I- 'i ?` and adopted by the Connecticut.Associatii%n`9f Land Surveyors, + : } W I N D S H I R E ABBE ESTATES LTD I' John M. Moran, r., chairman FLOOD ZONE LINE Inc. September 13, 1984. No. 1232T t++, PHASE III fi• A11 approvals required must be obtained and submitted prior ; Inland Wetlands Agency/ <4 /��N B��IOQ- to any activity on the site. Conservation Commission ^Q ��Y�y REVISION DATE SOUTH WINDSOR CON N ECTI CUT Jnclo ure suR `�' p 3- � B9 ® ® DEVELOPED BY WINDSHIRE ABBE E ' 7. A contact person shall be identified directly on the plans. LAti✓RENCE R. CsE/SSLE14".LJR. 327 '��ur��p STATES ASSOCIATES Enclosure P.O. BOX 701 SOUTH W I N DSOR CT. TEL. 644-8761 8• A pre-construction meeting will be held wikh Town staff No certification is expressed or impll�d_unless this map bears 4-/8-89 � ® , prior to construction. No Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning the original signature and embosse4 seal of the above named John R. Collins, Chief Building Official PROJECT F L D. B K. DATE A. Bowen Davies, Deputy Town Engineer y 3(15 �9 0 land curve or, SCALE: I IN. ; 40 FT. 10 - 8 -88 82 - 283 SHEET NO. 3 OF 11 oRaymond Hallowell, Chairman, Planning & Zoning T JOSEPH MERRITT&CO. i I. I i I i �iow oil' 1 � � N/F �i"OWN OF 50U`t'}-1 WiN©SOR COPE N SPACE .o 4(/ \� \ r 0 1> a � �9 3 f(U CO Nq°24' 14'W • N as 14'04 2s•��' �, \ NOTES s 2 OPEN SPACE LAM[) -ro•-to' °P p ©� 3C„ N z�° ►' f3"W cA5.35 \ ACCESS TO OPEN SPACE ISA PROVIDED BY A 50 R. OF-F OF MJLLEf,' ROAD AND ALSD A 20' GRAVEL ?3. h/... AREA- 423,837.4-4 Sq.FT. cD3.46' ACCESS DRIVE OFF OF ,BRAML:)LEBRAE. v� .�N � q.75 ACRES N 42.° 35'12-W 1�0C3 �o• ° Cn-b.7I' 33 32 '� CONTRACTOR SHALL REMOVE ALL DEBRIS IN DESIGNATED - kt� 3p', N 15 34' S5"W 'U 2 S8o OPEN SPACE PRIOR TO .4CCEPTA /VCE' BY THE ?DWN, _ F A 17.1-7' N/ F >o O Sgyvy�L S " WINDSHIRE ABBE ESTATES, LTD."9g"�o ER PHASE ITT E s `'R O?-T'S R. Co \ JCO �� Rq ev�o X.- � 3 ` AAj � _ S 5"35 02"W ` � I E �32.73' �5.tiz' W IND5HIRE ABBE ESTgTt=S, LTD. " �./ PHASEI '-N q"49'30'E e-N IQS.'Sf 2Cu5. 2O' FRAM]K DZEN 28" oz.4bZ' + MAP REFS-RENCE '- O PLOT PLAN 'W INJD SH 1RE AabE- ESTATES, LTD. ' PHASE M: , SOUTH W INDSOR , CONK - R ECTiCU-r , DEVELOPED BY V\tINUSHIRE OX FORD ESTATES" _ 2a.o3 A BE ESTATES BOX -701 ASSOC i AT ES P.O. r= io.o2' B 3 SCRLE : 1 " = 40 DATET3 : 10- 8 -88 RE1 . 70 = 3 - 1-7- 8C-1 S1-IEETS 2 E 3 of 10 B`! FUSS s OXFORD DRIVE: _ I hereby declare that this map is substantially correct. This map and survey were prepared in accordance with the standards of a Class A-Z survey as defined in the "Recommended Standards.. for Surveys and Maps in the State of Connecticut" as prepare and adopted by the Connecticut Association of Land Su`r ie rs,- Inc.,o eptember I3, 1984. E_AWRENCE R. GE.ISSLER,JR.L.S. 123�.?"�, `: No certification is expressed or implied unless this map bears,- _. the original signature and embossed seal of the above named land surveyor. J 15 O REVIEWED BY DATE PLOTTING FUSS&aNEILL o G MONIUMENT TO BE SET BOUNDARY - consulting engineers ~- DRAFTING K.U. 3-13 - a9 MANCHESTER , CONNECTICUT CERTIFICATION L -R.G. 3- I3•a9 OPEN SPACE LAND TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR REVISION DATE "WINDSHIRE ABBE ESTATES, LTD." o3 -zi-89 m PHASE il{ 3-2"90 ® A SOUTH WINDSOR, CONNECTICUT HOR. DATUM M.D.C. DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES VER. DATUM HOR. IN.= Ipp -FT. PRO.IECT FLD. BK. DATE SCALE: VER. IN.= FT. 82-283 99�t 3-13-89 SHEET NO. 4 OF I I OXFORD RIVE ` `_""----�- 1, \ ABBE ESTATES LTD -_ _ REFERENCE MAPS -.-� WINDSHIRE \ \\\ i `� •� / �•\ c.a. r4 PHASEI 84'47 03 ems r, - oa ------- ►• PROPERTY OF FRANK 8, JUL1A K. GZEN, MILLER ROAD, SOUTH WINDSOR 8-1 yam\ (,•X/S7)� L = 99' , oQ CONN 7/30/56 BY HAYDEN GRISWOLD L=..3.5>27' 2 PLOT PLAN SHOWING LOCATION OF HOUSES TO BE BUILT ON LOTS I, 2 8 3 MILLER ROAD BY QUALITY HOMES, INC. II/56 BY L . J. BARIHAULT." 7s ip r00 3. Is PRPOPERTY ETER50NU8eVHEYED OFFhAANR"ANNE B KUPCHUNAS , MILLER ROAD, SOUTH WINDSOR, 10 tq 4. "OXFORD ESTATES PREPARED FOR JM.J. CONSTRUCTION CO. SOUTH WINDSOR, CONN." '9 3 �, G�` s OXFORD tt BY REINO E. HYYPPA ASSOCIATES C. E. a L S. GLASTONBURY, CONIC . � S_ ESTATES .-.ro o 2 1 � 6 (� � tt E N w 3 _ �4- -- --2�z OXFORD STATE tt I 3 o S Z RA VEMENT STRUC TU1FZ_ TO // ►C- 0- REMO VED AND D/SPOSEO oti �\ N S� `t9 ' Si¢ ' E -- -- -- i OF' BY CONTIFA070)9.AREA TD \ N�'St5' r 25 SLOE` R/GHTS — 6E LUAMED AND SE �32 g3 S3 E TO 7- AND M.9/A I TA/AIED UA/T/L ' o� �` - 221a 7� �'29 - i a \ 103. 94 ' / l�ClTiy 1.✓/!�/pSOR „r. fi0 STAB/L/ZED. ' � � z�2 T_ � ° 00 "WINDSHIRE ABBE ESTATES, LTD. ¢ 8` ��` "` ' � n � •a r' -��•,..�� • vv 's'o �� 5 5 9 i 2 g• / eo' � n, s a 1 PHASE IT �j� � /�iA. g& ��o= _ S_ F 7- /ooa -35 2�5 2B J I](] /I�t v2� E- y g. B.. �vC /9AA? �9y / 1.28 AC. L 'coo O3 N Gf'AVEL ^ 7 fr C�s _ 19• \ � CUT EX/STING WATE)I? , s -�',� � - l M,41,V AT STA 8 ,00 29 �� ,�3� A ?S.G3' a _ � ox lFv/v arroiiv - Ye /02 8z • -_ AND REM O V E TO O / '- - / >-, a ''r -- - _-�, �1 z ` 40 4 9 ' s 3� ti✓ BLOW-OFF ��`� i W S-Cy b'�2 s.. s. `T`��. �r '' �/ o,__.aU �U:N(, cin/E \ .1 n ° //VSTALL //8 allAID 258 ` �•s� ��p g i / �o AT PROPOSE, \ a 3,. C.� .��„� ,. -s, / � -�.. �,�e �� ¢4 �: CONNECT/ON \ 'L�� ' �-� o \ G DCAT/O/y\ \ �S 1z, \ alk r /' 0j \ -.. aV•L O/NG -= ' ' .. 6 O O,O NT w/t J.n/G' ,-i N c v R �,..-- — •^ -r- \ ZOO, I o 0low s.a� �Ar (�� \ v' is C0 AC. h� I \ E'r/ST f,o �; !h D k z of le q,� ' �, 3a qr s e,° d3 / ,? -; h TO-'B E DEEDED TO T H E `?o [ � "••�ob� \\y � �� •y t� moo, �j' / ,�, O h i ��•_ 13�0 5 L o o �• , ° a \ \ \ / g a °' o T01A�IU OF SOUTH WINDSOR V'� ,9 .. / 3 • - 8 2 ! 6 F 2 �p \ I . 88 AC. /a \ / OPEN SPACE �` w j70' �• r'p. Z �d. I !� / y w 3 , , 839 S. F � ! `tea g T= �23. 76' g82 G' y� IN k GRAVEL ACCESS R O D �.. 1 :' W/Tfl 4" LOAM a " Ljj GAS• C-Z�f°•0 I / 20 9d, 71 39 \ \\ �/ V �4 �106.0 f r - f S F c _ '`r� m 32 �/ W / / �` �n $D A 3 / 06* 33 C 4✓ V i/ _ r 50 31 , 960 S. F -- \ / i 3 4 5 ENERGY L?/SS/P,4 TOR (SEE (SETA/L) \\ � � OF \\ '�SdC7 73 AC. �o,t.`' S fe 49 , 406 S.F • -- \ s 13 AC. Oil APP LEGEND EXISTING MONUMENT ■ O o-4" PROPOSED MONUMENT . ❑ /OU YEAR FL OOD P 1d �- zoNE L/NE EXISTING IRON PIN .• OF \ =� I E/.EV 26105 25g'-_--�""zs _ -- ' �P PROP08ED .IRON PIN .0 FLOOD ZONE LINE oR G� Op 6 2 FN � ' � C� / PROJ . MANAGER: WD0 / CHIEF DESIGNER: COS/FDH FUSS&ONEILL REVIEWED BY DATE c:Urz�;i_tlt�r K} fir ulr�eers BOUNDARY ? ' � MANCHESTER , CONNECTICUT FIELD EDIT I hereby declare that this map is substantially correct. This map "••• GEOMETRY- . - GRADING L i and survey were prepared in accordance with the standards of F NOTES f cortvErsy �••` f`rsakti'•••, I „ . I GRADi a& UTi T PLAN a Class A-2 survey as defined in the"Recommended Standards ��" e 3 "I rc '�n �• O,='�'� DRAFTING G K.U I2-S 8� WINDSHIRE A 1 D CJ' ESTATES, LTD. coro Y11 �V F„, � . h , , HIRE pc for Surveys and Maps m the State of Connecticut as prepared , ��'r�� E :V A T I O N 2 6 0.5 HELD A S I 0 0 YEAR F L 0 0 D LINE AND ESTABLISHED ¢ ABBE DESIGN and adapted by the Connecticut Association of Land Surveyors, ' �; �.R• sf/ ��• � s�<�G_ IN .FIELD USING MDC BENCH MARK 68057. STEEL PIN AT 304 ABBE ` PHASE Inc., September 13, 1984. -�' * ' -- - ROAD EXT. ELEV. 266. 22 , ro, 3Ds3 ,r No•6299 rr� REVISION DATE SOUTH WINDSOR, CONN ECTlCUT A-A - ` " * A AND HORIZONTAL CONTROL lS BASED ON M. D. C. DATUM. i0� 4tioc' '49'- PE `°'�`.'� r. 3 2-ga DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES _ VERTICAL o� clst� ��` oof'.°„';;".,o.`�` 3=z PO. BOX 701 SOUTH WINDSOR , CT. TEL. 644-8761 _- - -' _ Ma. 12327 �� GA WRE/�!C'E R. GE/SSL ER ✓R.':L:S; / 327 (��/eENaEO� �$SION 4� �.,'+�014A�' •• __ M_.. °h�- +'`off FOR FOUNDATION U N D AT I 0 N DRAINS '''+••,.,.,��'`* No certification is expressed or implied-unless this map bears p $ RY�� , MECHANICAL SYSTEMS USED // the original signature and embossed seal of`the above named y'�++..,,,,re�''``� PVC PIPE SHALL CONFORM TO ASTM D3034 AND SHALL BE SDR-35 f�?1104� SCALE : DATE , F L D. B K . PROJECT land surveyor. %- ;�j ��[Cto JOINTS SHALL CONFORM TO ASTM D3212 I IN. 40 FT . fo - 8 -ee 82 - 283 SHEET NO. 5 OF 11 J 3 i I 1 I f � cy o 47 "1 \ N N\ \16`�V4 o � 1.9 X SSE �o CG e0 `-'\ 20 W 0 2 \ 1 �� -� \ z ~ \ \ \\ N ZD yEApOD PLA/ O N \ i \\ `�1 NE L/NE EL EV-- 2G ,5• / \ \� ` 1 00' \ 6-9 UL 4 t. �` LEGEND \ \ \ 1 z B. A ME S S. N/F LOU I S ` EXISTING MONUMENT . . .! 033 \ \\ o.9 5-- S ` , 5 4,� y�y ♦ \� \ N/ F P A U L S. � �� ► \ �'� �•;;:- \��s \ \ � ACR S / I ♦ zs� PROPOSED MONUMENT O / PIROTTA JR. �• HALL SAWYER n EXISTING IRON P t N . o r O \ `� ti ` ro O / l PROPOSED IRON PIN .0 I'll IN Inv;:::..fir:::::...:.::.: :::::::... •.. .. FLOOD ZONE LINE ..:.::... .. S z S � /V C1 ES /• :::=::��<;�>>.::::_::;�::: :::.:�:,.::::::<:::�::::<:.::»,:::::�:::::><:;:::_�;::::::.::: . � ETL NDS LOCATE• BY H/ H AID SOILS AND 9 ti 1 9 � \ t . T4WN OF SOUT 1 S O ET M P. H W ND R WETLANDS .9 32' 39" E ?8.O "" •---•/»» _ `r r - -- J SHADED AREA /ND/GATES /O,000 S• F. ,BUILDABLE 3lGI/7-L/NE .SOa'* r ;.::. __ ,^ ..r+`••-- \ \ r J 6/ON7-LiNB Boa•* /.�2• ,S' �� 8 -- -� '' r 24?29 \�\ `` ~ ----- —' --•- _ Y/ W/NDSOR.AREA QUIRED BY THE TOWN OF SOUTH / ALL LOTS MEET THE 90 X 90 BUILDABLE SgUARE — ��r� S� 2 RE9UIRED BY THE TOWN OF SOUTH WINDSO�� LOG'. 91CNT Liyc^ /f872 .� / M t L L E R 3ao.. .s � g, SS., �.. -- 2�p EXISTING BARN TO BE REMOVED -WOOD TO BE REMOVED FROM SITE - CONCRETE FOUNDATION TO BE , COLLAPSED AND BURIED 5-6' BELOW THE GROUND PROJ. MANAGER: W D O CHIEF DESIGNER: COS/FDH FUSS&OFNEILL REVIEWED BY DATE +� Consulting engineers CON~rrri, ffrrrnyr BOUNDARY is tF:.. ., !• '. 04 Cfl rvscr/t I hereby declare that this map is substantially correct. This map o,r��^^-_e �y. •�'F an►+krc ,, r ' = M A N C H E S T E R , CONNECTICUT �. , �• �• o ,•,••••• r FIELD EDIT GD5 t�°b 88 J.R1 �� and survey were prepared in accordance with the standards of ��,►O&R. Gf/i-=o �•►ti��.•�v• o:=�o�'� — — -+— �4 a CIass n - curve as defined in the"Recommended Standards gyp►►4� lE; Gam,: a,•' 1•'; t� ,•. p y �� ,; _ GEOMETRY ;-.. ,. . , , GRADING a UTILITY PLAN ' for Surveys and Maps in the State of Connecticut" as prepared + r DRAFTING !1 r;* ; -- K•`'• `2 - s-8a WINDSHIRE ABBE ESTATES LTD. " ra and adapted by the Connecticut Association of Land Surveyors, +� - �` : DESIGN — G 1� 12-$ $ y Hn. 12327 ►► ��` No. saJs �a Inc.,o eptember 13, 1984. t 4 �p� _ Na.6299 ►1 �, (gtiNB,//pQ' =.. o 4� fp�i►r��,�� PHASE I �0 su�Y�`.✓' ��; "a °� SOUTH 1NINDSOR, C4N N ECTI CUT SSIONAL6 _ ��rtiaurr►Nr �4 fg17DMAt ��r� REVISION DATE : LSIwREn/CE R GEISSLER vRr LS:;�f ' 327 ` 03-21-B9 � 3-2- 90 DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES No certification is expressed oi-,inplicc -.9s this map bears , _18_e 9 p P.0. B OX 701 SOUTH WINDS 0 R, CT. TEL. 64 4-8761 the original signature and embossed seal of:the,above named land surveyor. ''�ti rr SCALE : PROJECT FLD. BK . 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Ni. r 0 dulLa/N //V97A L L I/B BEND ,IT PRO Po SED CD/VNECT/DA/ STD /CP/LF I ,. 2 L!' _.. \ �• � L�N� ` 'row-y. � p� �UcOsNG t l NE +-'• /} G •----- � .v 47,7 7 5 ,, . F.0 /, P(b X�sT ya�s� pl \q` �y aaA,� ,�� '� � ,h� TO--BE DEEDED TO THE o. 3.. 38 216 F Z TOW OF SOUTH WINDSOR.31 MHO/ M143� �. a: iTO �y r88 AC. 0��9 `\ i/ OPEN SPACECIS �� w 31 , 8� S. F �� /��. ,68 g""-----_ � _ .T= 1."" J� v� F^ � S7 c `j v 38'03 ,a j .8 p ` O �C0 4j,C� ORAEL AeCESS`\ �" LOAM p A. o P ti �.' �oypRcJ �<a` �../ �� 1�E CI� , (�j, �2 l - �S E l�ETi9/L ) ,�/► sr % 000 W g4 s /0 3rD gR '0 y . — i y c D8 T �.R 3 3 Z�pa�F,Gj �� ♦ �` o" 2 /� ' • ��. 5 � -- / �\ \\ 4,44( F 31, 960 S. F. �, p ._ / �Zi a a�5 ENE G -- k � ' /E , 2 0 Ip �i i'� 2t• 34•�' R Y D/SSIPATDR /SEE ©ETAJLJ �\ \ OP \ '6s 1 .73�Aq,,,t ,/ o N Q z / OWN* Simeonw,�, �AK� \ doom D qAyBA q} 49 , 406 S.F \tea +� _ S �� .�,� q ff� 1 . 13 AC. / /�n1r1 yP� k2 j a <, 01 oil. AP Q Q i _ 70 70• � � _ Q� LEGEND 5-9 �4 �r� /OQ YEAR ' FLOOD PL A/IV ZONE L/NE �� HAY BALESOP SILT FENCE ry k//N LIMIT OF WETLANDS --��--•"'�� DSO �G� O,o�N / !/ PROJ. MANAGER: WDO eNEILOLu CHIEF DESIGNER: COS/FDH i REVIEWED BY DATE consulting engineers � BOUNDARY ;;"';; ` ,'_Y: MANCHESTER , CONNECTICUT „nr..,,.... FIELD EDIT Go 8 I hereby declare that this map is substantially correct. This map oNNe'••, and survey were prepared in accordance with the standards dsd`��W. g£/ss`r�cG� NOTES f "' EROSION & SEDIMENT CONTROL PLAN of COriNOii .�s�''f C U i� GEOMETRY } "t; i r .: a Class 1+ w. survey as defined in the Recommended Standards F, F �• �r wGti�N►�3•arrcr� �� .•�¢�,4''�c�,4i el'c`'•� DRAFTING K.U• 12-5-8 S �I ed �-� `" A D ESTABLISHED y,rr WINDSHIRE ABBE ESTATES, LTD. " for Surveys and Maps in the State of Connecticut as prepay 4 _ DESIGN Connecticut(Association of Land Surveyors, `D+ ° * ELEVATION 260.5 HELD A S 10 0 YEAR F L 0 0 D L I N E N _ and adopted by the Conn IN FIELD USING MDC BENCH MARK 68057. STEEL PIN AT 304 ABBE PHASE III Inc.,o eptember 13, 1984.' '" �Q 12 a ROAD E X T. ELEV. 266. 22 . + ` ~ 321 `z��cEr�$ ,�00. 093 x xo.s2ss ,' �r�Q REVISION DATE : SOUTH WINDSOR, CONNECTICUT ` �q;o s`u `1;;�+' VERTICAL AND HORIZONTAL CONTROL IS BASED ON M. D. C. DATUM. 1. Aa R I- ww = 9f E;�'�` .` 4' ' - of arst£ �,�� 40� a„7�a,, �� ,. p 3_ai_89 d ,2-2o-e9 l� DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES IA WRENCE R. GE/SSL,6A' I! -. - � `/ 27 Z.a.M�i�r Fs �c� '+. ee'•.....��,o ��r► - BY HIGHLAND SOILS AND TOWN OF SOUTH WINDSOR sroevnL 4y groNat . P.O. BOX 701 SOUTH W I N OSOR , CT. TEL. 644-876 1= No certification is expressed dr imRlied:unless this map bears WETLANDS LOCATED CAT ED l�l the original signature and embossed seal a-the_above named WETLANDS MAP. / DATE F L D. B K. P R O J E C T ��' /// SCALE. I IN. 40 FT. 10 - 8 -g8 82 - 283 SHEET N4. 8 OF 11 land surveyor. 3� 15No MECHANICAL SYSTEMS USED FOR FOUNDATION DRAINS _N\ cy •\o /oo W 02� j / I �'� moo cs�.. 91 Ld CL t IN, ! ''8 `n POND I \ FL Opp ,c4 A/N \ / r ° v ZONE G/ VC \ / I ; 1. G01VD o \ \ \ \ 1 ` �_... 01 24& 4.3 - 273. 7e' E \ 28 30 \ A U_ \ 411305 S.F � \..�:::x :Y ��s.�19. \`. SO BU/LO/NC / \\ \ ��R� �\� \\ 62 0 N/F LOUTS R N/F JAMES B\ o \ 0. 93 �iES�'\ 0 22 ♦� \ + 33 S. N/ F PAUL S. �. LL qC / I PIROTTA JR. \ HA RL�S SAWYER \ zss R N '�V �r ��,.- -_..\\` \\ \'►� \ \� �t /l � � ( \ \ 2�`� 6o LEGEND lo, HAYBALES . 0 / tlft2 o>�.JOL�tl7. U!!/T d�o't _ / © ` ~ \ SILT FENCE w I �► \ \ / 1540 SULLIVAN AVENUE SOUS It WINDSOR.CONN.06074 Sd1 8U/L b/N C H U N ti AREA CODE 243 f 64a•251i V � O 1 �� S ®R O S. \ \ '� \ Z � / \ V r7""""�� i \ \ \ J n, / / / LIMIT OF WETLANDS , Ttz'MP. NC. Ba/co srocKPicE R G January 24, 1989 AA-R-A 1 ` ufto RSK-Kellca, Inc. S 61 o 32' 1744 Ellington Road South Windsor, Ct 06074 RE: Application #89-05P - Windshire Abby Estates, Ltd, - Phase III �9 \ Dear Madam/Sir: f p /t8�z s' 3 b / At the March 20, 1969 meeting, the Inland Wetlands ` r f> ---- / �' �5 E NOTE Agency/Conservation Commission approved with modifications "- Application 169-OSP - IWA/CC permit for a subdivision located on the _ f WETLANDS LOCATED BY HIGHLAND SOILS AND southerly side of Miller Road, AA-30 & FP zone. Approval was based 1 r on plans prepared by Fuss & O'Neill, Project #82-283, dated 10/8/88, ------�._ / last revised 3/21/e9, sheets 1-11. -(�-- � I TOWNOF SOUTH •WINS-?SOR- WETLANDS MAP. The following modifications must be adhered to for this permit to be 274 valid: ANTI—TRACKING APRON 1. Black and white transparent mylars of sheets 18. 9, &10 of 11 with the above modifications and this letter reproduced •11. Additional anti-tracking pads should be shown on the plans. thereon together with two blueprint copies of the entire If Oxford Drive will not be utilized for construction set of plans, must be submitted to this Commission to be entrance, this should be indicated. stamped and signed. This must be completed within 6S days EXISTING BARN TO of review prior to any construction activity on the site. -12. Relocate silt fence or haybales on lots 36 and 37. BE REMOVED 2. Ccnstruction activities shall be subject to the approval of 13. Phasing of the project should be indicated if it is deemed the Town Engineer. . ; necessary. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result 14;: Relocate stockpile currently on lots 31 and 32. from the proposed operation or use. 15. Resolve the confusion over what is to be open space, and , 4. We recommend a bond in the amount of $4000 to be submitted indicate it accurately on the plans. to Planning and Zoning Commission to ensure compliance with 16 A map showing the total open space for Windshire Abbe P R I F MANAGER: C D 0 .the Erosion and Sedimentation Control Measures. Estates should be provided. CHIEF DESIGNER: COS/F D H FUSS&OFNEILL REVIEWED BY DATE �:c>rig-t�ltlig (-?I icy ieers S. The permi.t,is valid for one year and shall expire on March 17,. Roof leaders and footing drains should be shown on plans. BOUNDARY tJ", ". 1• 1r. 20, 1989. •-- - - 18. Upgrade,detention structure in Phase I and add •• M A N C H EST ER , CONN ECTICUT 6. All approvals required must be obtained and submitted prior modifications to the plans. I hereby declare that this map is substantially correct. This map A�aNNi�� ONh�ljir FIELD EDIT to an activityon the site. and survey Were re axed in accordance with the standards ofpFiEC �� .�� QF,,r•��.f�r�i. C v5 7 A contact person shall be identified directly on the plans. y y yours, c0"H�CT, <. ,� �. sE/ - ; �•� ;.• � ,y c�- 2 EROSION & SEDIMENT CONTROL PLAN ' Very truly v# cL a Class A"2 survey as defined in the Recommended Standards �',� sip=aG� �► �n o. - GEOMETRY V.I I; �.k; ; ri:�. p y p �� yKD.rtrrtl� r �, �r s !�, .1" : ." t�' - DRAFTING K.U. 12-�- 88 �I for Surveys and Maps in the State of Connecticut as prepared 1 W . .i .; a. A `�O'��'`'- L- adopted b the Connecticut Association of Land Surveyors, r = W I N D S N I R E ABBE ESTATES LTD. p pre-construction. meeting will be held with Town Staff °� ` DESIGN ��i�1 (Z -$'`b�=ior to Construction. and P y �'4* - �'*' PHASE III John M. Moran, r., Chairman InC. September 13 19 4. :`. ,► 9• Disposal of the barn (lot 37) should be indicated on the Inland Wetlands Agency ' ' fi No. 12321 i� No.6299 4 � Conservation Commission 140, ss�1 w� - (��/CNBE�p? .��eo>pealaitR�i t�,�`"�+' REVISION DATE SOUTH W 1 N D SOR, CONNECT 1 C U T I. plans. Wood ed be removed from site; concrete foundation JMH,Tr./ 410 �� q^a-a,..s'v�l y, �f8,r...�i�4` to be collapsed and buried S-6 feet below the ground. The p � v - '- REc1sT£ �� 4AWRE'NCE- R.- Cz-I_Gs EFL LJR=L.S.# 2� . sua +►''+'' �. o"A> o+'`+ DEVELOPED BY WINDSHIRE ABBE ESTATES ASSOCIATES - stockpile should be relocated unless sequence of Enclosure t?p vauurN+ �� +++ 3-2l-89 . 3-2-9o . construction addresses the problem of the stockpile in the f - — same location as the barn. sstONAti- - CC. Jerry Iazzetta, Town Engineer No certification is expressed or implied unless this map bears � _ 18 -69 _i, ., P.0. BOX 701 SOUTH WINDS 0 R , CT. TEL. 644-8761 10. wetland delineation and sources should be clarified and a Marcia Banach, Director of Planning the Original signature and embossed seal;of the above named PROJECT F L D. B K . DATE report included for review. The plans should reflect the John A. Collins; Chief Building Official land surveyor. S C AI_E : report. A. Bowen Davies, Deputy Town Engineer y 31 IS (yo I IN . 40 FT . 10 - s -88 82 - 283 SHEET NO. 9 OF I [ Raymond Hallowell, Chairman, Planning & Zoning .;c p..tlf ttgrr: S i I: i r - 102EbH WEHHILL T CO' EXISTING GROUND PRIOR TO START OF CONSTRUCTION \\ NOTES- FIRE HYDRANT _ D 1 M E N S 10 N S ( I. MECHANICAL JOINTS RESTRAINED BY 11 IIO�}8 10„ 103/16 1111 2„ DUCTILE IRON RETAINER GLANDS. 71/" ,w T�Is I I-6?/Q s ' 1 N ' . 2 HYDRANT a VALVE OPEN LEFT. „ 2-%#4 x 4-0 LONG D I A . A B C D E F R - I R-2 PAY LIMIT FOR 12i1 4t, 2t_0„ 41„03/8f 61 _03t+ 2r_0,r I+..?1514+ 101/4'. !4" a e TRENCH EXCAVATION TOP OF FRAME APPLIES MIN, I,-s„ AND FILL. MATERIAL MINIMUM COVER MAX.2-0 TO FINISHED 11 �e , 1, " n e u " FINISHED GRADE 1 D + 2-0 ' . 15 6 2 -3 3,- 10 6 I 2 -6 2 -05/i6 i `Oj/2 1 ) r _ DEPTH ON PLA SHOWN ( 3'- 0" MINIMUM 1 (WATER MAIN) a = , BACKFILL WITH • 18 u 9,r 21 _3" 3 -10" 6'- 1" 3t "0" 2'""5" I r"31I2, 1' -0" SLIDE TYPE VALVE BOX APPROVED MATERIAL 5/ N 3 . /16 241t (/ II 3,_7,1/ to 21_611 61_ 11/ 11 �/ Oti 3 N , i+ I r_21r PRECAST CONC.UNIT " • ' : u :_�. 2 l 2 2 _ ` -9 /16 i -4f3'�6 MECHANICAL JOINT - 8 `t'• ;:'' t�' (D. T STANDARD '�' P'' 11 t u p 1 " , 3 n , " ,_ a , I/ ,1 r " ANCHOR TEE t° RESTRAINING MIN. MIN. 11 4 _6 I -73j'4 6 - 1 /4 5 `0 3 I [ -6 2 I ` 3 I � RODS I 12 �O *GRAVEL FILL TO BE PLACED ONLY 11 1 u t ,t 1 " r 1, t „ , I p , 1) t u MIN. 3/4"CRUSHED STONE . �g+• . IF ORDERED BY ENGINEER o ft 3 36 1 -3 5 -3 2 SLOPED -103/4 8 - 13/4 6 -0 3 `!131'1g 2 -0s t - 8 `L BALL ACK aRNSHEE SHEETED INCHES TO ACCORDANCE 12't 2'-8 3/4ts !2t' I t!� n s Ir 1 n r u t „ r u n 11 r u CONCRETE �' ?.:,t z C4 LI•I 42 1 -9 5 -3 2' - 11 8 -2 6 -6 4 -5 7/8 2 -31/2 ' 1 - 10 THRUST BLACK a:::: o �L °g6 z WITH STATE LAW cc 11 t /1 1 Ii ! 11 t It i 11 1 If 1 ,1 i '`• -• • Q,•V Q 3 ! a 48 2 '0 6 -0• 2 '2 8 -2 7 -0 41-81/21' 2 - 41/2 1 10 :� • • - + - j`— i o Itl -` TPAY RENCH I EXCAVATION ION PIPCK IN PAYE LIMIT EDDING a :..:. o. _ ( - •j � .M1 (�-a _.��• p1 MINIMUM 6" IN ROCK•• MSNIEMUMT6fl'BYENGINEER MAXIMUM 12" LMAXIMUM 12" � I ' 6' RESILIENT WEDGE nrsT�.�sVBi4 NOTES : PRECAST CONC. MECHANICAL JOINT GATE VALVE s"CLDIP 31••V" WATER MAIN i N TRENCH ' MASONRY UNITS JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT 'i 4- AS REQUIRED TO CONFORM TO PIPE. a CONC. OR '. POURED j l '•'� PRECAST SUMP WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. - .:a. FIRE HYDRANT r+ ;•',;. ° r�;;-:: •; • L ON EXISTING SUITABLE COMPACTED STRUCTURES SHALL BE PLACED MATERIAL OR 12"GRAVEL BASE TO 6t1 MIN. OUTSIDE BASE. 6" BIT. CONC. CURBING 12" 5" CONC. WALK 8„ 4 -9 6" PROCESSED STONE 41_411 5`-4" 3/8" 6"LOAM,SEED 8 FERTILIZER s TO BE PLACED ON ALL DISTURBED AND REGRADED TYPE " C " CATCH BASIN AREAS EXCEPT FOR LANDSCAPED AND PAVED AREAS 1-1/2"BIT. CONC. SURFACE COURSE 1-1/2"BIT. CONC. BASE COURSE 6"CRUSHED STONE BASE 6" ROLLED GRAVEL SUBBASE HEAVY DUTY FRAME AND COVER Y =HIT OF PAYMENT — PAVEMENT ' SECTION FOR HODS CEWNECTIOf! `` r„- � 811 8" BRICK-ADJUST FRAME TO X 1 - FINAL GRADE WITH MAX. 4 COURSES 4• MIIL 3 22.5 BEND STREET LINE ~` F - WATER TIGHT ""••�, PLUG OF SANE HATERIAL AS PIPE YNot c- W ` 2'-0"DI A. 21 z .�;' PLAN S9CT10N Y-Y O '- 6' PVC PIPE UNLESS U OTHERWISE INDICATED © U ° ALUMINUM ON PLANS WYE OR TEE r WYE I — STEPS CONNECTION NOTES, D 3. 1.) NO LEDGE OR UNEXCAVATED MATERIAL t• w 7 SHALL PROJECT WITHIN S' OF THE PIPE °jFYp IN ANY DIRECTION L11 2.) EXACT LOCATION AND ELEVATION OF SERVICE PLAN al:, Z f1 It CONNECTIONS TO BE DETERMINED AND SET IN 2" I I 0 RING RUBBER GASKET THE FIELD DURING CONSTRUCTIONFLOW DIRECTION OR MORTAR JOINT 2'K3' MARKER EXTENDED TO A POINT 6' BELOV w - p'' SURFACE GRADE ` fX e. N s• r „ c �+ O C 22.5 SEND � � �,•e I I/4'/FT 1 TRENCH WALL .•• '.• 'e� r cn -- a MIN. PLAN - 'ccli .� l�—sEvea MAIN SECTION X-X E N b VIEW '• PIPE BEDDING \ 121 fi ir' z = ATM OF L , - 1 - " C 0 N C R E T E C U LV E R T EN D -- ---=-_ RtPRAP DITCH LENGj DEPTH OF INVERT cONNECTION �� PIPE [s1 O O.8 x DIA, PROVIDE PIPE BEDDING TO I' ABOVE PIPE o ` .: AND 2' BEYOND PIPE END IN BOTH DIRECTIONS WYE OR TEE / WYE CONC. WITH BRICK LINED ELEVATION C°` cnDN '�7 - 2 I / :•p INVERT HOUSE CONNECTION FINISHED 9RA CONCRETE ENO SUPPORT FILTER FABRIC 5" 4' D I A. 5" 187 INTERMEDIATE RIPRAP 6" GRAVEL �_-- MY UAAIT cEE� 4'-10" DI A. =c+E XnM • NOTE PVC PIPE SHALL CONFORM ENERGY DI SSIPATOR PRECAST 2' - Otl TO ASTM D3034 AND SHALL BE SDR-35, JOINTS SHALL CONFORM TO CONCRETE ASTM D3212. -� atEDQI11a M�,TERIAL >MIALL E 3/6 TO 3A CRANED XMNE MANHOLE ' rLACM AIM D IN s' L�ArItRs 2.� } 'N •, REVIEWED BY DATE FUSS&aNEILL i/ PLOTTING 4 LOgM a SEED MANHOLE NOTES FERT. a MULCH BOUNDARY consulting engineers MA DRAFTING MANCHESTER , CONNECTICUT OF STRUCTURE GRAVEL 1`1LL Di1lJG'TED ��•r•Yr••�A�''• CERTIFICATION CUT FLUSH WITH INSIDE WALL Ir ENMMEEs %"iLI UJIif1lITAIILE '�� o0*C°�kf�r•.,� ALL PIPES TO BE MATERIAL IS ENCOUNTERED . , a. •� r� 12 MODIFIED RIPRAP ' �co��,Icrc ,,.h,,`�cn o►',<' DESIGN i2 11 DETAIL SHEET MANHOLES SHAL,j. BE PLACED ON EXISTING SUITABLE COMPACTED NOTE :GRA4EL BASE TO BE PLACED ��° y.MIRr� G� �'� * W INDSH I R E ABBE ESTATES, LTD. MATERIAL OR 12 GRAVEL BASE TO 6 MIN. OUTSIDE BASE, ON FILTER FABRIC IF REQUIRED. 407 REVISION DATE PHASE M PROVIDE FLEXIBLE SLEEVE. 6"GRAVEL BASE d°.629g •� p �_ ,-89 ® iE-zo-a9 x�• '�3 w�" TYPICAL TRENCH DETAIL — SANITARY SEWER �'s�:��8�°:a;;a-°��W�'' souTH WINDSOR, CONN ECTICUT MORTAR IN LIFTING HOLES. 4•. +roxA*rt";•r►� ® -i8-B9 ® � -2-g� A� ¢� � Fie "•��<< DEVELOPED BY WINOSHIRE ABBE ESTATES ASSOCIATES '"' H O R. DATUM - BITUMINOUS MATERIAL ON OUTSIDE OF STRUCTURE °��s310N ►►'�'� / VER. DATUM P.O. BOX 70 l SOUTH W I NDSOR , CT. TEL. 644-87fi PAINT 2 COATS OF • � NOR. IN.= FT. DATE FLD. BK. PROJECT IO OF ( � PROVIDE 4" MIN. LENGTH OF PIPE BEYOND FLEXIBLE SLEEVE FOR STUBS. R I P R A P DITCH SCALE- VER. I lN.= 40 FT. 10 - 8 `88 82 - P-83 SHEET • BALED HAY OR STRAW SWAL:EBALED HAY OR STRAW 4Owl, 3 = o 11� Q t ILL BALED HAY OR STRAW ~ - - TOTAL LENGTH 50'-0 " - -• ��_ � Ilr� 11 ( i ill` ( 'I t t�� , 'I�� + \ I BALES BUTTER TOGETHER AND CHINKED ::� -` 6, . f�j ! t,l ,� �I 1�1 it { , " l, 1 11 w FLOW ._.. -- .SOW 3"TO4r: Cr a. o cn U. a dS - e ffig ,.._ .O _ / ' 1rO cD a n YY O n, ' 1 I Il u Irk , 2-3'LONG STAKES OR REBARS - t! t V�1 t 1�11\!) �t�+ ► �� { LRAILROAD TIES EACH BALE �, ��' �,( I l �tij(1Q 1 o I i( ��, h��a 3 BALES BUTTED 'r TOGETHER AND „ �t Y :1,lII 1;; I It' �,I ,`4�' BALES TO BE BUTTED TOGETHER 6 OF 2 CRUSHED STONE ! CHINKED AND CHINKED SECTION PLAN PLAN _ PLA N NOTE : ALL CATCH BASINS .IN SAGS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC SHALL BE PLACED OVER GRATE NOTES: UNTIL PAVEMENT OR GRASS IS ESTABLISHED. MAINTAIN ANTI-TRACKING PAVEMENT IN GOOD EXIST. GROUND CONDITION THROUGHOUT CONSTRUCTION PERIOD. 6,� SITE ENTRANCE 2-3'LONGSTAKES OR REBARS FILTER FABRIC 2-3'LONG STAKES OR REBARS DRIVE EACH BALE OVER GRATE EACH BALE COMPACTED r1� 5� I 1 �tr1l 1i It, t 1,1 ` EXIST.GROUND OR BACKFILL �Mr% � / /i I! t l 1 �` PAVE M ENT(DO NOT Ix� l `i _�� 1 `�� STAKE IN PAVEMENT} `�f/ EXIST. GROUND M t �u r J II LO Z CATCH BASIN . o o N SECTION SECT ION SECTION EDGE of PAVEMENT AT TOE OF SLOPE AT SWALE AT LOW AREA - NOTE: HAYBALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY THE ENGINEER. LOCATION PLAN HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH GROUND. HAYBALE EROSION CHECK ANTI - TRACKING APRON WIRE FENCE BACKING FOR STANDARD Ff LTE R FABRIC 14 GA. MIN. 0' MAX I ' MAX. 6"x 6"MAX. MESH SPACING SELF-SUPPORTING SILT FENCE FABRIC - OR-- ATTACH FILTER FABRIC TO WIRE FENCE W/ STAPLES OR HOG E --- RINGS EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION SCHEDULE WOOD OR METAL POST 1. All erosion and sediment control measures will be constructed in accordance with the standards and specifications of the "Guidelines 1 . Construction will commence on or about May,I989and be I I I FLOW for Soil Erosion and Sediment Control" by the Connecticut Council on completed on or about Sept., l989. I I I SELF-SUPPORTING SILT < Soil and Water Conservation. z l � FENCE FABRIC 2. Install anti-tracking apron at site entrance. Any material z g �-t- 14-- ( I --- - -OR- FILTER o 2. Erosion and sediment control measures will be installed prior to that is tracked onto pavement shall be swept as often as - FABRIC ATTACHED r 0 � �I I I GROUND LINE TO WIRE FENCE construction. See construction schedule. required. t _� -I-'-4-�--�- I I 100 � o 3. Land disturbance will be kept to a minimum; restabilization will be 3. Place haybales and/or silt fencing as shown on plan orTI>' 7111_-777 / IT" scheduled as soon as possible. where directed by Engineer. (Maintain or replace as required throughout construction period. ) Prepare stock "-" - `` "`- -"--- 4. Seeding mixture for finished grassed areas will be as follows: pile area and surround with haybales and/or silt fence. II { I II Kentucky Bluegrass 45t, Creeping Red Fescue 45t, Perennial R eg rass N 10t. Seed to be applied at a rate of 4 lbs./1000 sq. ft. Planting 4. _ .Construction of buildings may begin at this time but not I ( I EXTENDS OF FABRIC seasons shall be April 1 to June 1 and August 15 to September 15. before erosion control devices 2 and 3 have been installed. - L1 L1 U BELOW GROUND 5. Areas to be left bare before finished grading and seeding is achieved 5. Begin rough grading and installation of utilities. Install shall receive a temporary seeding of Perennial Ryegrass applied at a erosion control devices at outfall of drainage system and rate of 2 1bs./1000 sq. ft. at a depth of 1/2 inch. Limestone place haybales around basin as -it is constructed. ELEVATION applied as seedbed preparation at a rate of 90 lbs. /1000 sq. ft. Temporary seed and mulch all slopes exceeding 4: 1 if SECTION Planting seasons shall be March 1 to June 15 and August 1 to October permanent stabilization is not completed at this time. All 1. other areas not temporarily stabilized shall be protected with haybales and/or silt fence. 6. Areas to be left bare before finished grading and seeding outside of planting seasons shall receive an air-dried wood chip mulch, free of 6. Prepare subgrade for paving and prepare all disturbed areas L1 coarse matter, treated with 12 'lbs. nitrogen per ton, applied at a for placing topsoil and landscaping. S 1 I T F E N C E rate of 185-275 lbs. /1000 sq. ft. 7. Place pavement, topsoil, seed and mulch, and landscaping. 7. Haybale and/or fabric filters will be installed and along the toe of 6" ROLLED GRAVEL BASE all slopes greater than 4 to 1. $_ Remove all temporary erosion control devices only after all areas have been paved and/or grass has been well 8. Culvert discharge area will be protected with riprapped channels . established and the site has been inspected and approved by 4" LOAM 8� SEED • Energy dissipaters will be provided as necessary. the Town. 9 . All control measures will be maintained or replaced during the ! • construction period, as necessary or required. THE PLANNING AND ZONING COMMISSION CERTIFIES THAT THE SOIL AND EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES WITH THE 10. Additional control measures will be installed during the construction 4Q:; �1Jp. }n, a ¢S?•":" REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR REGULATIONS AND THE "�:`'° a'a=:4: �` , ,' 1i.:.,:•.o period if required, or ordered by the Engineer. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION - 20' t CONTROL DATED 1985, AS AMENDED. ---�( 11. Sediment removed from control structures will be disposed of i.n a - manner which is consistent with the intent of the plan. SIGNATURE. - GRAVEL ''►'► © PROJ. MANAGER: WDO DATE OF APPROVAL: V n`. AV EL ACCESS DRIVE CHIEF DESIGNER: COS/FDH FUSS&aNEILL r will be assigned the responsibility for implementing this 12. Contractor g P Y _ O erosion and sediment control plan. This responsibility includes the I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED REVIEWED 8Y DATE - installation and maintenance Of control measures, informing r'311 SUBSTANTIALLY IN ACCORDANCE WITH THE ZONING REGULATIONS OF THE = consulting engineers ' is�r+�Riir BOUNDARY 9 TOWN OFSOUTH WINDSOR FOR EROSION AND SEDIMENT CONTROL AND THE �11,N'f aoHH M A N C H E S T E R , CONNECTICUT cONIVE ,• o .fc �• FIELD EDIT parties engaged on the construction Site of the requirements and CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL BY Of cps .�lc.�� objectives of the plan and notifying the Director of Public Works, THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, JANUARY n �� EROSION CONTROL DETAILS & NOTES ' Town of South Windsor or the proper Town agency of any transfer of 1485 C4'e M°'r4r �� e�.xrRr� o� �`+h�• �,�;=.� GEOMETRY this responsibility. The Owner shall be responsible for conveying a BY: - SD aty,,�QQ�1ER 0, �P!C'G �t �4*; DRAFTING " W NDSH l R E ABBE ESTATES LTD. " _ L/� ��- - :� _ 3 ` DESIGN (r-3Nt t2-��$ C. of the Erosion and Sediment Con trol Plan if the title to the G - - :�` v ' DATE Q4.�S VA a a .f PY - �:.� y�4a No.fi 99 . PHASE ITI land is transferred. a Ko. sass :� ,: c +.` „ %o a �: 9 t l a NOTE: THE WORD 'CERTIFY" IS--UNDERSTOOD TO BE AN EXPRESSIQN $6�g =R �fv . �o=-forsrEa�� + " olLt? O EG[8T6ii tti �i •••��r�p+ OF PROFESSIONAL OPINION BY THE ENGINEER WHICH IS BASED .p� Na. I4924 0• a F o� a„je•roNa► t"�� REVISION DATE: SOUTH WINDSOR CONNECTICUT r S Q,•' �� SstOffALEd _ ON HIS BEST' KNOWLEDGE, INFORMATION AND BELIEF. AS � ' SUCH IT CONSTITUTES NEITHER A GUARANTEE NOR WARRANTY. •c�^.�ICEN �.�'� �. 3-2�-89 ® DEVELOPED BY WI NDSHIRE ABBE ESTATES ASSOCIATES �` �e C'7 ® 4-1a-a9 l� ® P.O. BOX 701 SOUTH WINDSOR , CT. TEL. 644-8761 4 Al-ago$ PROJECT FLD. BK. DATE � SCALE: NONE g2 - 283 10- 8 -88 SHEET NO. I I OF I I } , SEE SHEET NO. 6 z N _ r � ? N/F E. THOMAS & MAUR EEN H. FIELD r GAS ML�t / / S 68o-40 _- \ 55. S 590-47-05 � 104.00' _ o ` 55 ul MAR I E A _� V \ \ i i/ ♦ - j s„ \ _ / CD o N/D I C I A N C I A `_ \ 4- \ `\� '\eve ' �,' / 5 Pvc / �� / �/ � O )21 CONNECT TO EXIST.MANHOLE REBUILD INVERT OAK16 r�6gso SANN 1429.55 V. zoo-_ OAK S 630_p -58��E-�•• 42 ' 11 `` 242 48 -8n p� 5(1 1 t-}NE 2 �► / q0'_ "RCP '1rO/ / � SAN.M-4. c -rF24o37 \ \ aol. nXN t6 p ory /'- / 2 �4• I 11 V f 41, M1 Z � \\ +� 1?' pR IN E 214 C . - 242 cp — N ~ cv fD —+- ♦�3,�„ G0 1rR \�` D .-- `.r "� 1 .� 4 + 7 95 bR At N ' C•- Y2t6 PV a U u- A 5, R P l 2'S7 238 --- " --- r 6 n P V.C, co oz 6 71 n--- ..- `� 5z 240 �2 `ass O P E N SPACE a = �' I 64,. 8„ Pic sA �-____ E � e�D A #Zoo / --o ( SE IKE SPECIFICATIONS SH. NO. 11 - I. _ RCP , --.----" E 240 238 -- r.. 51 , _� \•\ r ` RIPRAP DITCH i�4 -_- -7 `--- _238 °�-G� ` INV. 24 Izcp=2'6-r.c�IENTION W E T L A N D S B.M.#2 EL.237.65 1 #100 �'`" �-- __8Uy}L4}NG L1xE \ + � � STRUCTURE SPIKE IN 18"OAK / , _ 3 O r 0. . \ 244 ' 239-� � 53 +• ` \ �` ''// '�/ : 4Q 2 .e,A `+, 4X \ N E MED�ATE 1 \ 2a� .\ \ 1-- _ - PRAP CL 1 t 1 ___ - — -• SEE DIKE SPECIFICATIONS SH NO. 11 ul so All .\dd LL YR. FLOOD, OPEN SPACE ti^��' CLEAN AND IMPROVE STREAM 2 W E T L A N D S �i / CHANNEL AS DIRECTED BY C4 o , i�' i / TOWN ENGINEER. 242 \ old -� � - 1 v J ,� \ 1 I - � � ti EY � PARCEL B 1 � 1 � / - 0 CD W 0 0 D E D ( 24-______- m • FLOOD 50 l , r , M.S. / \ ' 73'- 21�"�c P --• �r to / ♦ - -- •-�•— N 59 `I' #k9 �� --- - •f•- N 57°'44'-35'W 119.17 - FENCE N 5 ° I I �4 8 W 228.77 lt� NCl3 PO5 / ` 3 92. IZ H �. ' POST 1 141,04' �- ' N 5 0`41'-30". -- �-- N 59°-g8`-52' W 248MAPLE `► ' HELD T 1979 BY STORCH ENGINEERS" 1FUSS&O'NEILL SEE MAP ENTITLED" ZONE CHANGE FROM R-R TO A'30 LAND OWNED BY PHILIP IRE LAND... AUGUST Oconsulting 21'1gIC1GG-'!'S EARTH MATERIALS MANAGEMENT MANCHESTER , CONNECTiCUT LEGEND N /F LAND of PHILIP IRE LAND THIS SITE IS TOTALLY WOODED THEREFORE SIGNIFICANT No. AS BUILT ••• APPROX. LIMIT OF WETLANDS oF�'=F��:� AMOUNTS OF EARTH MATERIAL WILL NOT BE STOCKPILED. !�O„-pfOIgTERE�, � ��`! �� /� ARE ��' wtz, '�+Ai �� BED AREAS WILL BE IMMEDIATELY LOAMED,SEEDED %,f�ejorr�4K°;,O`', W I N DS H I R E ABBE ESTATES , LTD IZES AND ELEVATION ,. �� DISTURBED NOTE* HOUSE LOCATION,SIZES S r / APPROX.5OYR. FLOOD LIMIT APPROX. , HOWEVER,CARE SHALL BE TAKEN BY °j AND MULCHED. SOUTH WINDSOR , CONNECTI CUT THE BUILDER TO .ASSURE THAT FOUNDATION REVISIONS DRAINS IF REQUIRED AND SAN. SEWER CAN BE s�� SEE SHEET NO. 11 FOR HAYBALE DETAILS I2/s /eI INOSHIRE ABBE ESTATES ASSOCIATES r - DEVELOPED BY -- APPROX .50YR. FLOODLIMIT (FUTLSRE ) Ito. it _ W l SERVED, ALL WINDOW OR DOOR SILL ELEV. !N R �[5 � CELLARS ON LOTS I THRU 6 SHALL BE SET 2` A0F 1w ti 4/ I /62 P.O. BOX 701 SOUTH WINDSOR CT. TEL. $44-67�61 - r / ABOVE 50YEAR FLOOD OR 50 YEAR FUTURE "s;aNa+.� TOPO COMPILED FROM M.D.C. MAPPING AND CLASS �/ 13/ � y f FLOOD OD ELEVATION . A- 2 FIELD SUR'V EY 1/12/87 PROD. NO, DATE SCALE FIELD BK. DESIGNER CHECKER SHEET N©• " AS BCTTLT- 82"283 9-18- 81 I"= 40 � 24 8 G. B. M. W.D.O. I IA off I �•r .; , ; . . ..,•,,... .P E.N0.6299 j.