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01-07P_CLOUTIER SITE PLAN OF DEVELOPMENT-SPECIAL EXCEPTION-RESUBDIVISION_FELT ROAD
lam.: �.,t.,.. • xk1100 - - - - - - - - - - - - - - - - - J 4W-t' AWL � L I JI�I I v '1�5. ,, .. '�# A#}f i'•,�� 1 { .tr7Y "r T t\N'X%wool L %X w JWOP , 5' `"x t "! s ,�' ;.' �S �� •x . ro� j�11{.:}•: 3 4t i,r�'� bt-) � i � ��_ Y nA t� �h > .;, �,� �° � �� 5�1� '�'y [rw*�R 'i�i�4 � � •>. 41, iI r,� ; ,., i s � t i•1 i �'•� x ..ems -.`,. J, cTTr T7 A XT �F DEVELOPMENT/SPECIAL EXCEPTION/RE5UBDIVISION Y LD 0 00 UT7zu WHNDD 0 cc)," r /— 90-31 i ARY MARK NA2Q�STREET �-.._.�---- � �� � Rp �q� ROAD W "_--•_-=--1 ASH ROAD � � �. ..- �. v b 0�,�\" PAIR CH'lSE c F� V c1 o g A 1 ® r Wff Sft 6- 7VIEW TREET A"LLM'RI Rea 00toty (P-0 YERS � ,p AWN Ar~ i SH N�r� AeiM AM +AUJl, SAND I dg` i�174Rpb ROAD HERITAGE �! ` C� ` 08 E L KKOICHI� OMN& OR I y /ICY: Q 4� IlRaw/r 74 7;71 194 �'904A 30 ROM t �✓ ,yr� � � QE�1Doo ROAD � �' Z-4--J UJI P IQII I LOCATION PLAN 1gq f '1 p�, yy •r `` ad .<a ^-��,����� � rY �f p��' �+ t �� Yf h. p'� rya` tl,F"�a✓ l"' �'yr M4 �.v 4 t, . N 1; JiT; S Ty;j "I"I AIM YW 111% 1I OF 01*1" , W", �7 HAVe DL�'�J1 4 , v1� , �IIPI&A"Y POO Mt 0144 /A P ICANT FOR THIS PRO.JII THEY ARE NOT � ��. IL s r 1 .r � ► t t � u J tip 1Jtr 1411 :T.Y ttRi � P MR' I?T:1�R !•1!1!M"fJW OR IIY /1Ft1' OTFIIER PCIlSON OK 1'CRSOtJS IIOR "�'� L WWAVOWM IN ANY 11A%:�t i�:191�fiii IIY' A � 5�f"WM r^ T'��'1 �M�l1101014 OF L7MI4N m fsg�r sW4 - I K AM Am INYNACII IAI THEY OEM THE: ORIOINAL 516NATURE AND IMPRE5310N SEAL «" Y T� PTiTJe••i7R►K71IAi. �11'�. C!n[ }�{RR V G T (JR, .f, 'Posp1 -" d r f.' .f i Y,x r c THS ", \NY AND MAP HAS DUN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-3008-20 OF THE k Lek r F n OtOULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ;; OWNERZAPPLICANT CONNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM Olt "I MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS RVEY, Linda V . Cloutier � Pit, ` HAVING StEN 06TAINED AS THE RESULT OF A FIELD SUAND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE � (� 3 P n I m P r n r i V P FIELD SURVEY MAY DISCLOSE. ppp %.�N}_/�r �y� �( "' °''•�" [ry ` ,•y�'•'r1f,.,u'.5•� 'r '-Y..+:5�.��ICa'h} "'.J; i.W r< �R , ST OF M WIEDGE AND BELIEF, THIS M SUBSTANTIALLY CORRECT AS NOTED HEREON. r t,, S O U L it Windsor, C T 06074 .• ly 1 3"•,w ip.ri as (860) 644'-0770 - 12s82;, ;�E TeI. RICHARD P. MARTEL LIC. No.:�&>1. AND I o�P PNP11 IT11 VA 11 I\IR 1,— 1 C)uu 111 VVIi%;—' :-i PLANNING Cl 1- I. 91-37 Ne- N d--� (c H (c U MAP LOT N/F ABUTTER LIST MAP LOT N/F ABUTTER LIST 77 19 8 LIPMAN DRIVE BRY£R, SIOUX LIPMAN 20 2228 ELLINGTON RD. SARRA—ALL£N, NANCY 90 31 1540 1540 SULLIVAN AVE.VE. TOWN OF SOUTH WlNOSOR 21 379 PONT AVE. WELLS, STANL£Y & BARBARA 38 ELLINGTON CURT/N,SOUTH MICHAEL F. ROMNEY WV, 26757 V, 39 2304 ELLINGTON RD. ROSA, EUZAB£TH M. ?? 2241 ELLINGTON RD. LAFONTA/NE, ROBERT E. 40 2320 £LL/NGTON RD. LAVOIE, THOMAS R. & MARY ELIZABETH 23 2249 ELLINGTON RD. BARD, GORGE & GERMA/NE 41 2305 ELUNGTON RD. MCLUSK£Y, ROBIN 24 2257 ELLINGTON RD. DIXON. AARON W. & MICHELLE M. 42 2299 ELLINGTON RD. COLIGAN, RAYMOND & GERALD/NE 26 97 PALMER DR. YOUNG, JOHN H. & AUDREY H. 43 2289 ELLINGTON RD. MCNARY, ARTNUR £. & MYRA A. 27 89 PALMER DR. LYONS, EV£LYN R. 44 2281 ELLINGTON RD. SHEA, DAVID P. & NANCY S. 28 81 PALMER DR. VONKA£N£L. JOHN £. 45 46 227J ELUNGTON RD. 2265 ELLINGTON RD. FIORITA, JOHN F SIN/SCALCHI, CLAUDIA B. 29 30 73 PALMER DR. 65 PALMER DR. O'IPEILLY, MYL£S J. JR & BARBARA B, BURNS, CHARLES E. & KATHLE£N D. 47 2238 ELLINGTON RD. PERSAU0, PR£TH/ A. & AN/TA 31 51 PALMER DR. JOHNSON, KENNETH & KAREN A. 48 2250 ELLINGTON RD. NOVIC'K, ARNOLD S. & SUSAN J. 31 49 PALMER DR. B/NKUS, RONALD & JANIC£ M 49 2270 ELLINGTON RD. DEVEAUGH, JOHN E. & £M/LY A. 33 41 PALMER DR. ICZKOWSKI, MARY C. 50 I1 BRIDLE WOOD RD. . CROMB/E, PHIUP EJR &SUSAN A. 34 33 PALMER DR. SMITH, CHARLES A. & DoROTNY L. SJ 17 17 OD BRIDLE WOOD RD. BROWN, BARR & JANA S. 35 25 PALMER OR. KENNEDY, ✓AN B. & CLAIRE L. 71 CARRIAGE FOND MIRARR L TON 36 15 PALMER DR. COONEY, KEVIN E. & CINDY A. 72 38 CARR44GE DR. RUFF/NO, LAWRENCE S. 37 89 NORMAN DR. GRIFFITHS, PETER D. MEAGAN J. 73 24 CARR/AGE DR. KOEPPER, JEFFREY G. & THERESA ✓. 55 6 PALMER DR. WHITE, MICHAEL E 74 26 LIPMAN DR. BARASH, SUSAN H. 56 12 PALMER DR. ELLIOTT, DONALD EDWARD & KATHRYN 91 37 6 B££LZ£LBUB RD. HEALEY, SHIRLEY W. 57 20 PALMER DR. ON£/LL, EDWARD J. & ALYCE M. 38 720 FOSTER Sr HATALA, ROB£RT W 58 36 PALMER DR, OSWALD, DAL£ J. & PHYLLIS 39 726 FOSTER Sr STYLES, GREGORY B. & D/TOMMASO 59 40 PALMER DR. PARSONS, LINDA 40 750 FOSTER Sr SOUTH W/NOSOR, TOWN OF 60 48 PALMER DR, SUUJII LAUREN A. 64 2315 ELUNGTON RD. JARV/S, GREGORY C 61 56 PALMER DR, MORAN, JOHN M. JR 65 79 TALLWOOD DR. LIVADIOTIS, PANOS 62 64 PALMER DR, STR/£BEL, £DMUND E 66 2329 ELUNGTON RD. JENK/NS, PAUL P. 63 72 PALMER DR. SCHAFFNER. JOHN P. 67 2557 ELUNGTON RD. BEAUMONT, WILLIAM C. & LOU ANN 64 80 PALMER OR. , MART/N, RAYMOND C. &GATHER/N£ M. 68 2345 ELL/NGTON RD. ROVERS, JAMES V. 65 88 PALMER DR. JAMES, PAUL F. & SANDRA E. 69 2355 ELLINGTON RD. HEB£RT WILFRED E. JR 66 98 PALMIER DR. JAMES, DOLORES R. 70 725 FOSTER Sr COTE, CLAIRE B. 67 67 OAKWOOD DR. WESTBROOK, CLAIRE L. 72 713 FOSTER Sr. GRANT, MORACC V JR 68 59 OAKWOOD DR. y YOUNG, G£ORG£ G. 73 699 FOSTER Sr. NODLAND, SR STEVEN R. & KELL Y G. 69 51 OAKWOOD DR. SULCS, JOHN T, & PARSLA P. 74 FOSELLITERr 683 FOSTER SrCOTTER, JOANNE HORNAT OTTER,BEAULI 70 43 OAKWOOD DR. U & R CONSTRUCT/ON CO. INC. 95 236Z RD. U, MARSHALL 71 35 OAKWOOD OR. SATERNIS, RONALD £. & AIAUREEM.,.H.' 96 97 2354 ELLINGTON ROAD 2540 ELLINGTON RD. PLEFKA, SAASHA K. & THOMAS J. 72 27 OAKWOOD DR. OLIVE/RA, JOAOUIM KEEFER, CRAIG & £/LE£N 73 19 OAKWOOD DR. HODGES, G£ORG£ L. & SANDRA B. 98 2330 ELLINGTON RD. PARLAP/ANO, MICHAEL C. 74 11 OAKWOOD OR. CALIO, KJI THLE£N S. 99 12 JONATHAN LN. WELLS, EDWARD A. & DORIS S. 75 3 OAKWOOD DR. OCONNOR, JOHN A. & SHERYL AI. 100 14 JONATHAN LN. 8ETTIGOLE, SCOTT & CAROL R. f00 5>4 FELT RD. PERK/NS, PETER & LUC/LL£ A. 101 30 JONATHAN LN. HOLCOMB, STEPHEN M. & BETH ANN 78 62 139 PALMER DR. GR£GG. SERGE A. 102 21 JONATHAN LN. MCKEOWN, DENNIS V. & CHR/ST/NE R. 63 127 PALMER DR. DRISCOLL, LINDA S. 64 111 PALMER DR. SERKOSKY, WILLIAM & MARY M. 65 127 PALMER DR, DRISCOLL, LINDA S 75 114 DE£PWOOD DR. DOUGAN KYLE & WENDY L. 76 530 FEL T RD. M£SSER, EDWARD M. & MARGARET O. 77 118 PALMER DR. WRIGHT, MARJORIE A. 104 36 JONATHAN LN. SHARMA, OM P. & PRABHA D. 105 42 JONATHAN LN. JOHNKOSK/, EUGENE R. JR & JANINA R. 106 48 JONATHAN LN. CAGNA, RICHARD A..& NANCY A. 107 47 JONAThAN LN. STRANO, THOMAS M. & NANCY J. 108 41 JONATHAN LN, WEBER, DANA J. & TIZZIANA F. 109 35 JONATHAN LNN, W£HR, JAMES'D. & TERESA M. 110 27 JONATHAN LN MART/N, 81-AKE W. & L/SA B. ZONE: AA-30 - - L�LOWE6 L —'--- - �` _---- -- --- - - _ ITEM _0SYEEN7�AGNSI4NAL LQI. __�g_LQT.-- .. PROVIDED LOT 1* PROVIDED LOT 2** PROVIDED LOT 3** Lot Area 30,000 s.f. min. 60,000 s.f. min. 211,656 s.f. or 141,262 s.f.*** 148,123 s.f. or 4.8tac. or 3.2 ac. 3.4 ac. Lot Width 150 ft. min. 225 ft. min. 282 ft. 496 ft. 388 ft.**** Lot Depth 150 ft. min. 150 ft. min. 655 ft. 232 ft ( 530 ft. Lot Coverage 15% max. 15% max. 2.6% 2.3% 2.2% Impervious Cov. N/A N/A N/A N/A N AFC„�? Building Height 30 ft. max. 30 ft. max. 30 ft. max. 3 _- -"� 1't. max. DI.49 ca,._• 7 i /o o 4 /n ., J �.� ` A I s ,' uluy. JIVI icy c I / � 111uA. t. I I L max. L I / L max. '�-� L 1 / Z Max. I ;d..;,1 �f,1 mr\ ," ., � @ Front Yard 50 ft. min. 50 ft. min. 106.7 fI. �4N1. ft.1N4�4,,f,L_ f�".""Rear Yard 50 ft. min. 50 ft. min. 268.2 ft. 0 k90.9 ft. Side Yard 20 fI. min. 20 ft. min. 29.5 ft. 75 :ft. 1071 ft. * CONVENTIONAL LOT REQUIREMENTS SHOWN, AS THEY MAY APPI Y f TON `�(�;; ?� t� t si'}"-+°'� , C PI 1 z �� 1 jV& ** INTERIOR LOT REQUIREMENTS SHOWN, AS THEY MAY APPLY, ,# � 1{ ►,�iLti1�i �„s=,'L��oo�"EJtgw ®� *** AREA EXCLUSIVE OF TRAVEL EASEMENT REQUIRED FOR t_OT#3 (7,701 S.F.) :c0`4 0 �t n C Q % **** AS MEASURED 150' BACK FROM FRONT PROPERTY LINE (REVID lOT DEPTH) o` �Qt� S9� o- i+ Somm"ET INDEX " reoap � 1 2 3 a 5 6 Al. 0-A2.1 COVER SHEET KEY MAP (SUBDIVISION) PLOT PLAN TOPOGRAPHIC PI AN--C.RIt IA(`�1Nr. At i iTii ITIP0, EROSION & SEDIMENTATION CONTROL PLAN DETAILS RE\/ ! AU6U5T 10 -1001 REV JUL Y 3, 2001 ARCHITECTURAL ELEVATIONS REV APRIL 2, 2001 PATE: FEBRUARY 2, 2001 SHEET 1 J055\I245\1245- I .DWG r 0V a, 01,__3, Al F �.'"i-.,ea.,'Y f - 2, .•= r } rr y .. .. .a o., 2R r ..., ✓.�', x :.i iz 'ram'• f�r-,,�,a� � �� i i ' . - } r > ., • >, , ..,�, y ,� . lti' � N~.si'4"- ,.1. H 7 v' _ �' � 1:. x Ea � •fad X •' � . raj N♦,,,r i' •P,' S. y�r R :aC• �' rs y ri•i �' - r a. k: Y: 3 i. r ,.w # .� ate: •Y: �a. .{ •W r F 4 4. 1 F "+ M � •yi •�. 3 i• aY ^a S_: -1+,, .I�. vaT?i' ck'1�•_'., i .JR3, . I } s.-la L S 3 4- YJ s'fr� 1 , r �• e,Jr► r -5 a • "/4 J f xL Ya f T ',fie y b' f b �l. b' i{ , d .1•i .,s. r T " S��Ix��'' ,�•�k: tk 9 1 — 9 6 y$F •�"��i' x.y.. � l _''i�;:I ••p��.�_r�•f`�� �. r� �! t; 4 G �` � r x'-r` .s ov, : ; '�' *�,r ��,yt•4r . i'y i a r'J „_ { a. �s,i��{ Y� ya h t S + �,�}.. ,� �� 4 r;`=� ty'-�r'i• '1 -�! ' ' = �� i � "�, h �'r'� ' �'�i`y i �ti :b+�t'v r - � ,.. �1�a�. 7.9 e,t.:.. - .• u1 +�yr�.�, i.*:IR��y'��:� 7� �- � JR,,'Yri M{ - µ. �A'-f T.. a. .. � '`�' f:. - _.. .r %'i;} 'fV 1 .St• .X. i1'i A .-i '• � {t, 5� S'! �7' 1 "� U, ♦ e s 1 .r '}�� - �+� r ` - f f• .,�„•ty��,,,,�� +'v�• . '� .r.:erf' .: i' 1Y., ' �'' : Y.'. �a'a,?it..�K',�� � E.. r R / . T 7!✓ '•'+a'-�4. ,. .tip, •t�. '�_ F.. t}.-97 fyir r r ,1 1t" �J r+ r �{ i S- r : • r tr .r. . 1* .r i>F, .: �l;y� ;pa�`.��� „>1 ' a �•rl •a� f'1� ` s • ?� �'� ? �'r6 ,' ; ,1f 4 .r -r �i ,k 11, �,+--, ya •,j/ �'"3 u+�?.,''�,, k 'FST�,'' .rxf .7 'P ",r .��( ,.;..p _.�' �. .t k.. +1 L�•i. ' S'.��' r� J i'vV 3}rf� � L ,5.� ±41"�!.A. `a .Y :ir.,ii,r�, rtrx Wig'. ^"k� �.�'°va� ` � _,�`7r'�.r -����%%55 .,r,-,.wr � �'' N �'�• �+r�3"5 � `'�. x ' : � - f ,J' '.. r ::a,. f 1 ; •' � tyr,�•i r :i" •/ �•` f i,�v ,1, -40 "f�F �?,� ' � " '�4 r,`c+ h t�` d •�," a' � w fins'-- 1 91 9 5 9 1 - 6 9 91-68 -� �'ir ♦, ryd 1 3„'gii` r`' ,y a:. �{yy[ ! J;-..R}`�{.' ?�f, f. �p`t ,. ,t'.gt 1+,.i .. Rr`� :'»./•rr `iy. �i -67a+ky 4 r e'..4ph 4y, P7 �l�y?t d.'* i"51(� s,;�, 9 0 39 91 4.. I' t .:,F. i al, ray' y`� ''di 'I >. '•t t "• +�'� tGi ' %"� j tf� , z d3 a ilk 1 ':� ,, '-„ t'..$ x Xt y'• yA-+ At` 3•e4.,, '�a, y a '► �. t'.4�z "C ,sae :t r a. i +:.,f %ti,y'1: c .R .�. . } f.��:., -l.' � .{' i'��. .�+`•• 'i t' i � J `' � r f.".v15'�,� ' •tc�� Fy ,, :. k... r�r:•�. Cu *. � :�"#;f�rz j,q,,+.' •: e� ry,.} ,..- ,,.�i,^ i.�h r'f Y�I+ 'e'.i: 1j", C, i- _ ?,':�+?�.r. '>k w'?; _ ...jay. y•.. .re :±•- .t y ,-f''. r. .. , ``^` — ��t:R+ 1 �'J' ii4, ■■,iif M1� ti, J - - tC �f �sc Zs�r�, `�r� �%Y � ?.k.} TK r - tl�,a� 2�iS. t' k r 9 1 6 6 ,r �+, ( S n. +: •Z+. ` r�1 tC+�� L f ti••! C 4'rX� r 1..k `.r' �, ;^,.; k • �; a " i / ' 4 / r' % M1( ]+•! r,• " "!�.{' ,}+` i. t `�{ 1r �f r "i F : - �' '.,�E F ,i r _ - f .s �c- " #�•. ` to ; r 9 0 — 5 1 9 0 — 38 91-65 d 1 k., - : 4 _R 5 fkb r nfi ; s•� ri Y { � '' - - - .,, ,. o I _0 91-64 90-50 �o r t 90- 7 90- 41 T 90-42 9 0- 4 9 90-7 4 90-43 J �=f 8 7J�e T t� A 9 0 LOT # 3 148,123t sq. ft. O 90-44 yJ 3.4t ac. —7 0 90- 74 90- 47 90-4 YR : 90-46 77-20 77-2 - r, 77- 23 LOT # 2 S 7 7— 1 9 141,340t sq. ft. 3.2t ac. 77-2 .� nit ;• x �_ti"4 •,..' 77-21 F Ott i '� , •�� �„ 77_ LOT # 1 36 211,656t sq. ft. 4.8t ac, 7-35 7 - 3 4 7 - 5 5 L•! a r S , . Y. r S "a.•, 77-3 77-31 M 7-29 z t: 77— 57 77 30 78— 65 V i I 7- 28 k r i^ • t � �, � i < •A x`Fa 7 7 - 2 6 ,{ r� a�77 7-27 .. _ _ r . x 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY z n I OCATIONS AS SHOWN, ARE BASED ON AVAILABLE T INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 7. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE I OF THE PROFESSIONAL ENGINEER/SURVEYOR. 7—Rn 77- 61 }Y 4 7 7 -6 2 ' 8/10/01 I REVISE BOUNDARY INFO I KMI I /_W_VI REV. LOTS KMI NO. DATE DESCRIPTION BY I n / 78-64 7-63 % 7 Q P'A 78-104 78-105 78-106 —7 Q r` -7 /0-bJ 7_ 7-64 �,/77-66 r7 (9 - 7 r.a.Y I6 7-7 xrT`. 7-6 ' lzh_a 78- 76 4y 7_ 6 f t ' ? y� 4 i �' P'S SI r • M�.> : ; � fw 7' ilr `�-i;",ill, silly, • ,... 4 77-6 ? 8— 7 7 tk' l Y�'f t Y Y I•� FS't �• 7"Il THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET ) 12882 1 Bach — ivv lA, RICHARD P. MARTEL LIC. No. I 90-31 9-1-40 91-70 91-99 91-100 91-3 9 91-72 �iY � �A K,,,- '4 i _ .r � � f� �.,, +rim. x��� '�„� •� dr''�k"fir 7^I�MQ"1?3 ��•:l ,a,','. :�n•: "y �J t 4'rr 1 a ,. i. ,. •Y'' w �• I,%^. r n 4 1, t'1 a !. T lr '•T . r �' • e r -9 >R 44rr`'.. - Y -'1 4 t ''y�:)r• p� �` j � 1 is •I "•4X y � . i r.ti 1 y �"• C'3'9 1"' f t Y• .� 7 t... �1��°�. ,,�}} t�• L �.. 4�'i. �'qj,R•{- } n.,( 5�,� $' �; � � „i^ , ]1. r.!Li�SS, ``9!�� D.. d�: r t i l 'k "t iy • ee t y H' AA yh f l9''•`{ •� IR i ,l�F^ �•r. {,+r"' ��i r ,�, tk � n s , ,Z� t>. +V1�.�3 ! ,llyf •. F-r+',� �,,,Rlt,f-5yl•. ! S? �„,�� N''•..IM { i�..��y�l: 1-7 91-74 91-102 78-110 78-109 78-108 78-107 78-62 w r 1 a rr 91— 37 A, MAP LOT N/F ABUTTER LIST MAP LOT N/F ABUTTER LIST 77 19 20 8 LIPMAN DRIVE 2228 ELLINGTON RD. BRYER, S/OUX LIPMAN SARR4-ALLEN, NANCY 90 3f 1540 SULLIVAN AVE. TOWN OF SOUTN WINDSOR 21 379 PONTIAC AVE. WELLS, STANLEY & BARBARA 38 2296 ELLINGTON RD. CUR77N, MICHAEL £ ROMNEY WV ?6757 39 2304 ELLINGTON RD. ROSA, EL/ZABETH M. 22 ELLINGTON RD. 2241 ELLINGTON LAFONTAIN£, ROB£RT E. 40 2320 ELLINGTON RD. LAVOIE, ANOMAS R. & MARY ELIZAB£TN 23 2249 ELLINGTON RD. BARD, GEORGE & GERMAINE 4/ 2305 ELLINGTON RD, MCLUSK£Y, ROBIN 24 2257 ELLINGTON RD. DIXON, AARON W & MICHELLE M. 42 2299 ELLINGTON RD. COUCAN, RAYMOND & GERALDINE 26 97 PALMER DR. YOUNG, JOHN H. & AUDREY H. 43 2289 ELLINGTON RD. MCNARY, ARTHUR E. & MYRA A. 27 89 PALMER DR. LYONS, EVELYN R. 44 45 2281 ELLINGTON RD. 2273 ELLINGTON RD. SHEA, DAVID P, & NANCY S. F/ORITA, JOHN F 28 29 81 PAL1lE/P DR. 73 PALMER DR. VriNKI£NF/ __L . E OREILLY, MYLES J. JR & BARBARd B. 46 2265 EWNGTON RD. SINISCALCHI, CLAUDIA B. 30 65 PALMER DR. BURNS, CHARLES C. & KATHLEEN D. 47 2238 ELLINGTON RD. PERSAUD, PRETH/ A. & ANITA 31 51 PALMER DR. JOHNSON, KENNETH & "REM A. 48 2250 ELLINGTON RD. NOVICK, ARNOLD S. & SUSAN J. 32 49 PALMER DR. BINKUS, RONALD & JANICE M. 49 2270 ELLINGTON RD. DEVEAUGH, JOHN E. & £MILY A. 33 41 PALMER DR. ICZKOWSKI, MARY C. 50 11 BRIDLE WOOD RD. CROMB/E, PHILIP £. JR & SUSAN A, 34 33 PALMER DR. SMITH, CHARLES A. & DOROTHY L. 5 f 17 BRILX E WOOD RD. BROWN, BARRY & JANA S. 35 25 PALMER DR KENNEDY, JAN B. & CLAIRE L. 71 72 50 CARRIAGE DR. 38 CARRIAGE DR FONG, MIL TON RUFFINO, LAWRENCE S. 36 37 15 PALMER DR. 89 NORMAN DR. COONEY, KEVIN F. & CINDY A. GR/FFITHS, PETER D. MEAGAN J. 73 24 CARRIAGE DR, KOEPPER, ✓EFFREY G. & THERESA J, 55 6 PALMER DR. WHITE, MICHAEL £ 74 26 L/PMAN DR. BARASH, SUSAN H. 56 12 PALMER DR. ELLIOTT, DONALD EDWARD & KATHRYN 9/ 37 6 BEELZ£LBUS RD. HEALEY, SHIRLEY W. 57 20 PALMER OR. ONEILL, EDWARD J. & 4LYC£ M 38 720 FOSTER ST. FLAfALA, R09B£RT W. 58 36 PALMER OR, OSWALD, DALE J. & PHYLLIS 39 726 FOSTER ST. STYLES. GREGORY B. & DITOMMASO 59 40 PALMER DR. PARSONS, LINDA 40 750 FOSTER Sr SOV7N WINDSOR, TOWN OF 60 48 PALMER DR, SUUIVAN, LAUREN A. 54 2515 ELLINGTON RD. JARVIS, GREGORY C 61 56 PALMER DR, MORAN, JOHN M JR 65 79 TALLWOOD DR. U1,A0I07IS, PANOS 62 64 PALMER DR, STRI£BEL, £DMUND £ 66 2329 ELLINGTON RD. JENKINS, PAUL R. 63 72 PALMER DR. SCHAFFNER. JOHN P• 67 2337 ELLINGTON RD. BEAUMONT, WILLIAM C. & LOU ANN 64 80 PALMER DR. MART/N_. RAYMOND C. & CATH£R_INE__ M 68 �� 2345 ELLINGTON RD. �,« .,,,., .,.., .,. ROG£RS JAMES V .�.._ r _ __ 65 88 PALMER OR JAMES, PAUL F. & S4NDRA E. 70 ,rtJ. 7FOSTER ST. Wi nteerrr, �ic�rrty E. JR COTE, CLAIRE 65 98 PALMER DR. JAMES, DOLORES R. 72 713 FOSTER ST. GRANT, HORACC V. JR 67 68 67 OAKWOOD DR. 59 OAKWOOD DR. WESTBROOK, CLAIRE L. YOUNG, GEORGE G. 73 699 FOSTER Sr NODLAND, SR STEVE N R. & KELL Y G. 69 51 OAKWOOD DR. SUL CS, JOHN T. & PARSLA P, 74 95 683 FOSTER Sr. 2362 ELLINGTON RD. COTTER, JOANNE HORNAT BEAULIEU, MARSHALL 70 7f 43 OAKWOOD DR. 35 OAKWOOD OR. U & R CONSTRUCTION CO. INC. SAT£RN/S, RONALD £• & MAUREEN N. 96 2354 ELL/NCTON ROAD PLEFKA, SMSHA K. & THOMAS ✓. 72 27 OAKWOOD DR. OLIVEIRA, JOAOUIM 97 2540 ELLINGTON RD. KEEFER, CRAA & EILEEN 73 19 OAKWOOD DR. HODGES, GEORGE L. & SANORA B. 98 2330 £ILINGTON RD, PARLAPLINQ MKr'HAFI C. 74 11 OAKWOOD DR. CALIO, KATHLEEN S. 99 12 JOHA7HAN LN. WELLS, EDWARD A t DORIS S. 75 3 OAKWOOD DR. OCONNOR, JOHN A. & SH£RYL M. 100 /4 JONATHAN LN. BETT/GOLE, SCOTT CAROL R. f00 5f4 FELT RD. PERKINS, PETER & LUCILLE A. 10/ 102 30 JONATHAN LN. 21 JONATHAN LN MDLCOMB, STEIHEN M. & 9F7N ANN MCKEOWN, DENNIS V A CHRISTINE R 78 62 139 PALMER DR. GREGG, SERGE A. 63 127 PALMER DR. DRISCOLL, LINDA S. 64 111 PALMER DR. SERKOSKY, WILLIAM & MARY M. 65 127 PALMER OK DRISCOLL, LINDA S 75 114 DEEPWOOD DR. DOUGAN KYLE & WENDY L. 76 530 FEL T RD. MESSER, EDWARD M. & MARCARET 0. 77 118 PALMER DR. WRIGHT, MARJORIE A. 104 36 JONATHAN LN. S/ lIRMA, OM P, & PRABHA D. 105 42 JONATHAN LN. JOHNKOSKI, EUGEN£ R. JR & JANINA R, 106 48 JONATHAN LN CAGNA, RICHARD A..& NANCY A. 107 47 JONATHAN LN. STRANO, AROMAS M & NANCY J, 108 41 JONATHAN LN. WEBER, DANA J. & rIZZIANA F, 109 35 JONATHAN LN. WEHR, JAMES D. & TERESA M. 110 27 JONATHAN LN. MARTIN, BLAK£ W. & LISA S. 860 - 291 • 8755 esi9n KEY mr, rof e s siona is! inc. DESIGN.• KMl IDRAWN.• MHA CHECKED: RPM/Ply I Civil Engineers • Planners • Surveyors • CIS I JOB NO.: yy-1245 DA7F- February 2, 2001 165 south satellite road • south windsor • Connecticut 06074 DRAWING NO.: I ✓OBSI 1245I 1245-2.DWG Compilation Plan Prepared For ��.•,eR:. f }�. , •,� � :.� „tt �, a _ya,�y'FSo'z': Cloutier M PALMER IIDRRVE �. ,•., , -, _ . ...m. . , , � t yy t, e- E.4 �,yt r Y i t 'a.' 't- .,:a ifi 'L,...; wi ''1":` .f• •l+' 'I.,r,. �-t9C'`t<. �3 Y.. (... C v N d(r .1,,, {_.•�,..� •i 'r-:• .•' r i ".,' - .. t 1F.: •../.. '`•. Y.'�"1( _ r,' _��'"``-' '•4. :A `� ^-^F, - ,-- k. , ,T'. �r ?, -,x ;. +pis''„ : -_I ,Ia tt+yr ,( s. .v C+ t- •s .ere Pr ti .fir ►• > !A - Ky: . • s r- r• < .L ;a. E'..y•��`• 1. RI TA AT 4>,� h• 3 a HO ZON L D UM BASED ON NA 27 _- .,'1. .. t , .a ., r c... F w:.. .i :. _ -„ .: r „+.,. •:. .. - .. +,.' :.. ir,�.,: riLp $`'y, -.a�" •8, a :i .. err t FF,� Y. t, r ''> yi • . , ,•_� r , C ryes y.'_.. ;R i.. f F. ,'..%, `_ _ "h J F• t;: , s y F=r .5, ;r .f tjy� .,c 1, � ,4.�, �.. �ii_ p !. 2 1 .•yr r T. 'r'�i \ as lit lJ� 4` ��\ Y4. .. ,. Sin' sr. ar v r. i �y r �>s ` '' T iy, , , r �+�, ,b � ' _ r w' `- 't. - 2. ALL MON MENT TI N F N R T ,. , .. . _ , . . a, -., - , , .. ., � �,- _ : � U A 0 OU D 0 SE IS DEPICTED F R N. a s 1E EO N F s'f' .. I6. - f J.J'rM i. .,t�"'Jt' " .Yt•'s"1st ,; '„ f Y^ - L Y,•'','L J ! - , -P- -Tb. ,LY' _ r , -t i. 's a / n.. .. « ,. �. f _ .• , .i, ' :,Y' fa.., ,. -,.,:a_ ,:r , ..ik K ;,' .Ls. `1 :,�� n.e,: A. q �. a .:. WELLS f #.: c ,r i. x. i. - t v r4,' 3. AREA 486,731 S.F.; 11.17 AC. r:; 1 y t„ 1 s r �;t. t l 4 4• n 7 y4 , K r. �' F� a i.. >; . n r ::f, A 1 r, N F ��. ., � t ':v' � i r '1 Y ' T ,; 4 L 1 z~ t e .'''i ' a AL C TI N T �tr ti L ONSTRUC 0 O C NFORM T F T r 0 O TOWN 0 5 H N �. = s OU WI D OR TAN A •'fi" �s• S S D RD $ d. '� s'I' r' �' w` ti b. t' ,. f a T ,. 1 `'fi .v s � lit - - r. . r TI I _ •,:. ,. A a' o: D 5 EC IC OHS. hAFONTAINt✓ I,..,6 _ rt: R" d t $ i• x yy y�- ,•+, 4 • :4ti. l r - h - q. ,Aa r- �. -- LL . _ ..:... ..> r - . hie � '",', T , n .. < TR T H �. „ _ ; 5. CON AC ORS ALL OBTAIN ALL REQUIRED PERMITS PRIOR Td O 1R ' TI N. ,, T 2 w.�. q- . •. 1. •apt , N F .,s+ ,_ .Y a .. -.. ., -<J,. ,.. - ", '. , , ,.:..: F 1 - , l:.. < T . ,O ,..:.:I.:�- " ,a Y, . 'T: /.. .f•a', , _.. %fib. -� ___ N F r ,.. :...,,>,- „ . I, _ ,.i; 1 6. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINUSOR AND OR SMITH �. r> s,•I . ., 4. r. �• :F. •'. :, .. ,. t . r'd �4. I A NT AN TH I 3 . GE D E DES GN ENGINEER. �� BARD r .s;.Li : x� r .u._, ..r s .! 4 .'' �: - - x: n a,. r a' 1 3 4 )• t` 'r J L IJI N T 0 N fjT�\, Y O k A D T % , �--> )� � -) t �'- r ! __ `/O!(/1 U>'Z `. tJYlf�! 11 �lllelrtf3c '� 1543 SULLIVAN AVENUE • ,,OUTH WINUSOft CONN. 06::'a a "!"_<� AREA GOOE 20af64a 2a11 1. xaii, z _� . p v w �, P s r 7. A L R A . - , L 0 OS D UTILITIES R T . � �. ,err I dY 4• Y �rl E E 0 BE UNDERGROUND ()T tl V . t• - Linda �k,•,hrr i.'4• .� . .:r � _. � vie m. • � r 'i. �a i [ s.- r a r w. • .ci• •._d. r. s,,. ,. .•�,. - 3Yataaxlln r •5 .< .r rM: ?iI• 8. MAXIMUMS P OF FI T :1 7 - r ,, -. LO E LL 0 BE 3 ALL FILL MATERIAL TU BF AN MAi IA _ N �. -n, a CLE ER L 4 F w. a - ,x t Y =/F r � 2' a �. a i 4 'd w "P 1! `' r ' � r ' , •-.,: '-, South v4lezdsor,CT tlb0i4 ,3 ,� d';,l,c. ,, y y y °'' "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT NSg•4 y 5s., x.:_ DIXON ,. ` ". '`.p; .Y. 3 .:, ', ' IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION 943"E IP :, t,.d .., r.y[,. t, RE. r- .. !• . , .• f"v .{ TO SURFACE WA R R R N 20. p0• 0ourier Sewer hxtention _� : =.,... -` ,; TE S U G OU DWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, T F PR R1Y I �► LOT t4;' - _.. 0 30 WES O OPF L NE .-y-„,, ., # ).^1 . ,v. W , , p! ," / Route'4 (k111ngtoo Rd.1 :'• C 1•D `` ... •,F•: a Y ji{,,,r �.e' + -...: �. A• -- ,•... - -:�r� c. !.�.. I'- . .• - ...'.• - r f s BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS r. - :.. 1 i ± t'.' - SOLTtf W1NUtiOR. f'7 rlp{'; '': p fs :' b -- _. OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING " " ,; _ " c+ , ii - kk- _ "�:. S N/F MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, :. ,y. }g;. .. ,,rvli !.'.,>.3 •�,,_ If' �•• :,,;..r�A,;'• ,„,:P'.:� .,•• fXa N;. , Inane. t q ;� tt{.X.?; ;z _ TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING :' :, _ i.a< �; ,r ,-.,bf' • SINiSCALCHI g�", qP,, a „ i�, ;, ,,. -r„ "-;. —1 ;' r, FROM LAND; NONPUTRESIBIE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND �� Y` ., -a" _: ..d .- 'i .� s ,i .F- , , mq ,.. _ - - - .-.. - ,, s- . - The Staith W iniLwr Water YoI1Wt:n (-ontrot Authann. sr its re ular rearm of Iur,e h. a40. a'.c �� - €, ;+ . ; t ,: : v�, , <..: _ BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS SEMI -SOLIDS OR LI UIDS. - r g g N/I' - }-Y� ,, ,.,vi. _ ' , 5,'<Yv_`,r<,..,' S'� - >::: _ :.`rC. Cam. r;, ct , - L Q T �/4Fi N I'> Q ,'"�': tr approval for a privet sewer line fear the property N,'F Claw:ter. :.lone ;tic x,dc of a nr (,i tr.wnrd -, y tgwt ffy„ ;', !, r•s .•Y,�'f .•rx :P r13 .•2 + I ? ,. ;.% _ f. ' ; 9. ALL STUMPS TO BE CHIPPED ON SITE, SiUMPS NOT CHIPPED SHALL BE REMOVED FROM w t Panay;otis Iavadious) to an e n mg ronhole in E;II tun Ruad as s u,wn ir. F�eme a Ma enm d ICZKOWSKI aSrll' a? x,. A '.' , 1.^i y ' r• ? *, a,, _ FIORITA SITE NOT BURIED. .4 a:+ r acne:alLusatianPtanPe need •. LsrdaClouue� 'lhn•t \Y r lr ` '.7J'(.1 ;,>`'�„"^r„'}' i!'_.. Yi'%.* ;sw'.,i •'.Y. 0.ry-"4 , t,, IP v �, i,�' P r E . oil Road South uWsor Connecn, tit \ , .. -:.: ,•t >-. y; • ' rr� a(y'vv `.ti:�?5�v, ' .,. •'.;:? .ins I c. .aS-s,.s'rR by Dwtgn FYGfessiawfs hsv.. South Wintut, Cl. Juh Y., 9v.IZcS, Jhee� u.` I dated o-:{A. n0 r 4fi r>ti_- .-. •:, s , .` x• olsruReEu ��rsr LOT 1j33 \ ,, will aril' ss,_,. ... f `'' - ._ ,a...: • -.,. __ _ i �n 10. EXISTING UTILITIES AS DEPICTED ON THIS PI AN ARF TAKEN FRnM A VA0 ARI F !NFnRAAe T nlJ / J .a rY _ : I i ¢nsicu,0. with roe llders:andi0a that the form of the easement dncu nest will M m ,MI rn suu<r r r t rP .Tc ry Res: . ,7 t Z'.-. t .. ) .:,m,... ?$ �'... .,, n, .. t.,... .` s, _w k„ a . a.. c - "'\ a ( T .,• tvw w• "._' THE CONTRACTOR IS TO HAVE EXISTING UTILJTiES FIELD VERIFIED PRIOR TO CONSTRUCTION. r v err `tf< d,' .t: re tr !y rhr T.w n gn. ncy, and ,ub)c : u, the foLuwusg:ouJtwms ii ,,fi�gg [yrL v , F R X AVA N T A F - - :' ,.e ft -, �\ t' : "•. ,• x r' a^'HQUSE 7321 t -"F <'" r ,•` s��,�rsvd �_ -^n` ''+n"i ,<^, ¢r., MA- a:*t!,'s,..,� 01i 1 ':- ' Yrr ,,' -'<. "••i ; 1 \ s BE 0 E E C Tl G, CON ACT C Ll BE ORE YOU DIG" AT 1 800 922-4455. �w k I „ 1 •n �"` n, _ ,,(j 1 TeehnKal appmvsl of the rn.n E gt e g p mint :C \ r ti r ` ` /F� "L 4'4p ,'ors i�e „ a� Y - `rt :T• :n ne .nit [k an >g L` 5O`� "'4 -'�'" i 11. SUBJECT SITE IS NOT LOCATED WITHIN THE 100-YEAR FLOOD PLAIN h $ .'r"k n'-,dam a'yr� A T" I ` _ .. :" - -ri. R' �� t i e .- A IF' r �! SHI?A a ' ;' ' - ,, . _. i''r t I,� >..'`➢ -7 ( wl Authority approval and ,vxe?tance of ate san,t.:ry sewer<rc cur.Ix;cunn w,., fk given once • 4 . ., o.L''�.,, 14 . ,�3,:: `� .,.y y - ^k f �• .5. ,7 - 41e sewn line has been installed and ins tool b t11e Town staff. and haled u t f t + i f; ' ^ , f 0 70' Wt Sl OF :.-, - k i• , r"i 1 N 12, THIS LINE IS AN ORIGINAL LINE AND IS THE BASIS OF THIS SUBDIVISION ' {'-'a , .r , a Pis Y pas he written �y r '•"v'R { "I jyv�' ' „: +. - ilk4s, y_:;A <: ° ';44 . , r{•1 ; A t `. W k •r• - JI verification o(tte Town riff that said saniLay sewer ime was installed in substantial \ '#e. -• ,.Y v, ,.>,,, T. ; +r 3- y , b,-, `,. ...� 4y ,^F:`-a'p _ C ix kl a . , :,, , r. _ - — N F, Y k + ,;_ Y eel; r �. ., �, y�;�% - ° _ • < - t \ �� �, / 13. LOCATION OF DRIVEWAY WITHIN 30' EASEMENT TO MINIMIZE REMOVAL OF EXISTING TREES. a con Icirmanee wrch the deugt pum previously Appto,.ed by ;•le ,Aut"rxity. and nrcung all Town -�\ -:. ,' '.•r:' ?t..;, ''w"^•,yii�`�'' '.. rA 4 , k .".' '' �'_' ' " `^ • ``_ �' b - r'n Z j rcgu;uuxty sad .ppropnatc txhn;ca7 speeificuions relrimg t„ sanl:uy :ewYr consuLLcuon- v ti �_ - a r�`,; - _, ,, �, t; �_ MCtiAf4Y EASEMENT SHOULD BE FIELD LOCATED TO ALLOW FOR A 12' WIDE SERPENTINE DRIVEWAY TO oY x ck T '�1; we ' iyr 'r`+;+iv.�,•'::�`; : ��_ , ROUTE AROUND EXISTING TREES, AS MAY BE PRACTICABLE {; ; _ s ; t, - �` r- rn PPr spcnmf+aeon nit tax n^ul apnrcv: ; i,lars '� 7. Thu a o,'ei Iatcr roust !+r •, v' ' > ktv :� d;.. .�y1" K >�(rd - ,a M•` "' I /OZ!//2 Cif' a.7t7illJt L!![ Biz 1 \ '--�.� : 0' W'(' 7 1 ,. , tt + ,•,St tt, L� r 'r' " 's' ` t .�', .. v�i j' Ss'' 4 n, '�. - e. '• r , �[3". y W _.. tt•W LLNAN VENUE •SOUTH WRSOGOrr CONK a � , _�- �' F ,- .,-. ti Nr'1N y �i y `. Verytniiyyctea. I :1� K�,, `'S rX o�<�' < r< . lib ` ARF^ rrXlE SW r Ma2�I1 ` . ��_ ` / - J ) r i iN \ '` t ;., , l&a, !t. L s, `' a t: a. ('OI.I('AN y'F 1" �? I _� / -`r," t� �' d;a L �rsrt ri ,' tr' +, �•so. <d_ ,� >. f -t.•. 0ao�\\ - rrl O „ ; rt`1 } s, It yrr .A at k( T411 a.' \ �`_ _ /.. �`R,qy� 'a +'t t'��41'�� yLt.S•t ti5�• xh`aay? Marc} B, 2001:k� s f'f f y., `�_ N N f // // \ ;1�. SY.S, 9 .av •�,a?r¢ f •a..-` t tfi'�11' * _e,y ;G. .J �f t ♦ ` \ \ `'_ - :r f - 'i• `' O 14 _ �l-_,><•-'___'_.. a # e rfi. "3 ,i•;f' ._ use :, `Y . - ` Ir Y +, r 'v' "" \ F' ;Y a . •r, t O r f 1 .; „ >.._ . „ r ,.� O j 'horrnt Fii an. Clubman N/F ` \ s tt s 3 S r �, , , - Cethfie d MP4fi2498153 4s ; t y x e \ / t Ir' O N Wa:er Pollution C xtmt Authonry 'k. ry, _. `-`'_ d.rx Y r \ \ \ �� Mc Ll'tiKE1 { o '. % Y w •.,,, i. ''!':4,:'it ?K: t)r'91 firntCS910nft1$ �' �•:T F •-' i l r �� BINKUS 1 y "�^j'a ' . r!! r A 4S Ykt t wxtr"rcv St r r Attn FMtcr UeMellic "- \ \ _� rr /F 6, p }i.n d�Y-. LOT #32 \ e ��,p� ms: 4. pl_y d f -_^ 'k - , �, ,�•. IFi$ South Setclllte Rnttd , r' �, •.py •.e:' w.' ~ .. 1 ,c MauheN fiaih an.'lown NaFr cr rK N 11 LY•i.. .,Y ,,lq-, ],�: ' •l'---t :t+n' 1 x `" -� JARVIS r O ,y(', }�.y r r , J ,��-: z L'.i.`�pUth Windatsr, Cl' Ob074 '.�.t. a{- _.- r J t $.� - .. `. + r ' I Ml. line. t tJaml.A. Director �f r'u1z11c W.,rlLs .iRf_'•ir•. tr<•tt . r> y s d u• s '.r, , '' •, >'C"" W ...•vim b ' :' u, - \ \ �^ .� i : ' ,l r ��•;• s i, S a 1 .rtl^ _ ..rr.± ,n- ..�qs,:'YiE.;f•}!t s*'�..�',.f"a'',�,.?•"a r.-.. -. - s `_i,. a ferrytaaaena rowntrgmea `'O "y'r ".. •Y i r ip a - Marcia Bartuh. Direct.w ,t Plar.nmb \ )�y s ; Ii±Sr AppL N01-07P, Cloutier, northerly of Palmer Drive and easterly of Ellington \ _mot ` 3 ,A \ ____ _`_ " Ivi/F •. Jura Collins. Chief Bu.idmg fratpecte: . 1 % " ; Road, AA 30 Residential zone. \ M I \ y,' .,ter +I ,- w \ 20' SANITARY P gn \u !•=i��+s# k ��,t b�' gTrgj° 4 "r.; , �i SEWER EASEMENT \ `� eter De al ,e, Deli Nofesssonal, — = \ LIVAllIOTt� \ d, - Drar Mr. DeMallic: "r = ' �, \ \ IN FAVOR OF LOT #1 _�'- 1 , At the March 7, 2001 regular meeting the inland Wedands Agency/Conservation ��� __ �--; W e% �i , �^ Commission approved applicaL'ou 401 07P Cloutier, Palmer Drive, Conservation :: .. _ -r app�tion for a 3-lot re -subdivision located northerly of Palmer Drive and easterly J I `.' * - S49'46'21 "W EX- -Br PA -.� I I' \ h 1,\ ti _ 4 ,: , \ - _ „' - I - of Elhn.ton Road (Assessor's Map #91, Parcel N65) AA-30 Residential zone. This ! r"f., \ \ 1 g9 10' � _� approval 1s sutijcct to rhr :allowing txmdivons " a• 4 / / - _�_ ,� ;� '� t 20, r " 4. .. l . \ OJ \ 1 One blueprint rnpy of the entire Net of plans and this letter reproduced thereon , , r �p Nam/ �- ----- -- p \ i ` must be submitted to this Commission. his must be completed within 6S `I: �; tj. \ 2\•45 203.35' - t'ra _-_ 3 J I t, / °' days of upprovaal prior to any construction activity on the site Plans submitted , ,� y 5 . Lit \ � - ` ' W_ S49'46'21 "W _�' •� �� �` v � _ 13 V• I \1 O \ I ` to Planning &Zoning Commission shall be conetde ed having met this F ': s +''_ �1' \ /� 9W' _ �_ n n ' 1 Y 6h, N49 46'21.E \ +— \ _ 390.93' rq N F \ requimment. T' ti ; etc" 3t 5 --- \`- - ----- / ;a t� ,. ; . to g5Z . # z JOHNSON 2• The application shall indemnify and hold harmlcs% the Trntm of South Wmdaor tt� ° "� -; r�a�- / N'� _� against any liability, which might result from the pirsposed operation or use t •" i p � A5 t)D *Y "r fa N ' �,� "� LOT 31 4 r`y' r i,, ar•�', '' N2� i (> r 1 I , 1 1 \ 399,68' `— w o1 _-� # \ 3. The permit is valid for five years and shall expire on March 7, 2006 It is the rr `r'• Tt 1_ J \.l F I 1 � ' 1 20' SANITARY landowner(e)/applicant(si responsitbility to track expiration dates and notify the r' ``r \ r, SEWER EASEMENT N49.46'21 "E -:y- I I ; I F _- ( ommission of a renewal request at least 65 days prior rA rxp ration. a',,gr� • NtS r r - ``I IN FAVOR OF LOTS 1dc 2 _: ' i„ . cr \ 148, �64 I _".� "15: r �5 t IM //\\ 4. All annmvals remlired musT he nht-Ord end v1•hrmrtm —, t., ,m,..r "i, i •.;.= - t. y r-) \ \ T+ I T i� \ / \ - 4%t` t I the zits. S, , a a V v \ 3 41 �1(' . ) I rl ) �- \ 5. A contact person shall be identified on the plans, i '+yCv " i a c', ) , _ ,-_ 1 tl`4, � k. x o\ 141,?bl-..f-.}•t.X, [irsjvl i!I �_ ' �': J -� 6. We recommend a hand in the amount of a3,000 be sibmitted to the M1 k� err #AL ° Y - J) \ r \ ) T R A Jf_ i E A J M S �N ' • ! Planrunq & •Zoning Commission to ensure compliance with the Etnaion ra . '.''r a ' �' t. - - I , \ and Sedunent Ilion Control Mcat urc s. 3S ,- a va J. r ,a :"" i : . — , vS a 4 ` \ �/ \ \ X. PA II;., ' R()(' I RS l 7 The proposed drainage %wale details and planting details M he ir• ichxfexl nit „R: 'k q '' , \ •� the plans i s -. s 5 i �' �\ :•. / ,7h J m 8. The construction sequence should include the construction of the drainage I . \ _ \ \ I r„ # _ ___ f, W a vi swair. The cnnatrurtion of the swale, and assocciated establishment of ' S' a' ___ _ __ . _ _ ___ :"T. - - BURNS � - rn' vegetaatmn must be compacted prior to lot clearing and construction of the "r � � PROP. RETAINING WALL \ \ - :� - `"O.0r � lino ':' � y • ; a :: , Nfi SEE DETAIL ,S•• aewv •,,.n 'Ftti a.<"*�g,'r•fzf<.^ c,'`' •k,k,,. eg"•r ,* L .•' 4 ',5.: :.t.- EXIS71 WCTGO "` E l NACE 1 BOT ELEV.=278.5 1 w' \ ' LOT #30 GARAGE - z ' ,r Y �, 9 Addttxlnal t heck damn ro ate placed in the field at intervals along the swalc E.NC. OSURF o \ \ and down slope of the proposed foundation of lot N2. All proposed `r ! \ - 11 '. 1 e improvements tIi bit placed on the plans. 3 -• /__ J \ ,i> f iN / _ E t VY_r , a' ern-,'r- i � Veyytrulyyours, A°r ;L"E Nillf #1, / �. 'a e,t4 `a r / - _• 1 -•y � �' INLAND WET�NDS AGENCY/ � \ � /l / 'Y a..• f'+ts :' ' �,' CUNSERVATiON COVMISSION \ \ I � / i� w f , r ; y4-x-liJa.U�h /t,/t2i1 i u� dr• G� / / _� 4'. �3 3 , �- f y _, v` y. a .n . s i,, SL 1 a . • } i i, ,,10i y, a ,! g'v Lr > .� +�'; Elizabeth Warren: Chairpcnon \ (, 1 `�-'I _ / /°w . t )L 74 : #,�, �.�s'�, i .. } H ". EW dr -- � \ \ /� / �� W i, }r2 s � J " lr r v` , d ,r, 5:w C,r «x (F. \ \ ' j� ' ^• �` a / ,/ I'll." ix 8 r. ,, n :.o' �t'. t err cc: Ch:e(Ruildinq OlTicllil 2� -3 1 �a1r ;''ti• ° '4? = aI ''"'`a ere' - / L \ 30 ,� '4+� rMrs" 1 Town Engineer / I" r S Mr 1k Mrs Cloutier i-/ \ 7, WMIn � rsout.% `?ll d�o� ,,..{ /F :. �/ r T I r \ �' \ \ \Y ,Ian 41: UVAN AVENUE aOUr)t WINUSOR. COIN OeG71 "i: k ..;... ?"� - j n i - - - AREAcoceree:rua.rn,'k: FILLY ` t l`/ 1 �� R 'tr ; ... j.- k_`�h`,2_ -';� i f Y 1{-J (.3 a�Yr„- . 1 .J. ' - // I it July31,:W, ':,- 6r. r ° is v r a 1 h5h � 3� / �1i "- ,s, v Y 4 t y ' Vt°,Y a ,! C' \ �� CERTIFIED AlAIL j ,n t"f fftt��� T�3 M- . 1 a c, • i t i ° ` 9.. 4'. ,.. \ 52, 69 O' /2$' kr e s 't hh�r l r x . \ " \ \ -g�,i t V YY W ,. ! Ms. Linda C:outsa I,y r :. I fi r. J tit{4" . _ 1' y.1 -it , t : ,f • I . � , Y % // ter, NSF. 103 Pallinc DrivC *a�,'•y ,,. '_t s ' "'1• >P {2 �A..1� :.c It n. , , - \ Cy,- 1`\ l,= \ rir>•r••rrf. f.t r_ , Souk Windsor. ('T 06074 e C t: }t x : r "L J{Rt� :r .b � v > f : * t'n DcarMs.Ckuua. ,, l `''I3:�'a.'$ q . V. . t>l vs�, ,fir {: s \ i Re. Appl M01-t17P, Cloutier Site P1m1, Rensb�vittioe assd �paeW 6rteeptloa _ - \ .'i' ` R 3O' \ i / �� > y, r \ G) \ R=30' \ \ - \— 12' GRAVEL DRIVE F 25' HEDGE ROW Wit slit plewaedbtdtvse you lhu the Planutng 8,'...Ols.ng('ornmLOum ruttdmluly 17,2WIto appm7Y 7nth "-s `. n >xt \ \',. \ (SEE DETAI )�/ EASEMEN/ �/ ,0 r-iodificauooa the aefre re(ercncnt application. I tits appmvnl is for a rite pleb of development, rceubdiviaion t a ` \ a.,,",l t:,,.,,;.t s..,• A I" A 1, I !o Zres— in_ro,.•,•nr lots tar ,nnnrrr y Irv_tan,M 103 P.I— T)riv A .9Q r : \ r \ \ L\ Zone as ahownl on plans prepared by Dedgn Professionals, Inc., Job No 99 1245 dated 7'3l01 as •,:vised Thu �t v _ e ( i� V , f J• ', appvvxl u sxbjoU to the fohowing mn,Lfii-auera:. "Y d � i \ / u, \ 8 A N - ,, $• <.. y f..k , ° �.•gierr �, \ ', Q \ �� O ... I This approval n lix 2 lots, numbered 2 sad } �• ' 7 -. `\ -�% / tT \ /� A " Y s•. F. 2 Dmnego send eonstrudian for :tics subdivman is sublieet to the rpprrna1 of the Tom Fa iiieioa Zt)i -,'. , 1\i/F /- \ L /Y e 1 -*'� h F 12' GRAVEL DRIVE ? All bta doll tx servicod by Ilia Town of Semh W indsor canitan sewer svutm aid are sut�xt m the ,�r, 1 F i-itr, VONKAINEI= �,•-�" typovalufdeWaterPollutionControlAullsonty par ? _ SEE DETAIL / A 4. Wrier"Ibesvpphedtu'JueaubdivisionbyPrivatewells, 'S� �§,' ~�• ;,,SDI` LOT #28 \ / / �! Q 0 .v-..'/' HOLCOMI3 S A lrabihty rmurasscc lalicy tAr l be submiteed to this Corrrmi lion riming the Town o;'So tit oust lone at on f .5t ` �, ` \ 30' TRAVEL EASEMENT / O v tf j� r 1 I inadreLt with a oombinoil undue limit for bodily diury smd•or pmpany dosage m tau amc;mt of$1.OW,OW v * ,t, 4_, Y �r;' •+ \ , "`:1 - j 6. ThiaapplieslionissubjeatoduLondnioosofapprowloflhcEnlendWetlardsAgtaxyConsernWm at "., �* } L \ , -A 1 \ IN FAVOR OF LOT i3 (7701 S.F.) ��Za i Curnmist iaa :° rr Y r N 5Z 2 ! >L '' lP. �� t �../ :5 ,,s'i'Wr' "` "� / 'V1" !r l>� y .r 7. Nineto cemmaneement .,I an ilia wrne. a roadie mule be held with .own Sniff d }. y.y - t_ i- , --\ c .,\6 1 t. _tip 4r ,� an �!r' EXI_>TINL \ v9/' o R. .4ll plot uxd In the Fie! d by the developr m sst liar the taarop sad auttorszod sit�aliue of tlx Town of 3', •�. c., (,..•r„ y, j s 4 .y- - �.%' \ ` S �� ?$ $ / a,' South WiriduX, [ td 5f v,,, i >;a �, _ 2 0 .pr.° t� _ 9 All east•neira for eoeaennuier.: parp uses, barrage or utilities, that rimy be tcquuul ,n c:XnLshoo wait the +T w� rsl- � 7 � � t<r �,,,�; f � Fi OlI �E. \ 255' __ _ appruvi of this subdivision, must be submitted on stvxWvd Town easement form where appriiptsate, to this Y _,;;�y ,.WW° rr tt� .- ,' _ # 10 3 1 \ \ �/ / VI ,t - �_, Commlaston pear r tiling ilbe mylan and isstaoce of building pt7miM. All coeds tar open apace. public a`3 , <^b. ` .elP ,t s "" `' - \ \ / / 19 .. a, _ :r_ irt: tanasls trod roadwa must be submitted tier to teat for Town tic q all crags must Ebe m.. ' t'. r - ?"« J �. .. . pew 1'a P >C4 :rlbtance;,`4. ^1.�,,;..a� :'x' - _,r.-de.'t!•1 }\\ `'I1 \ �� S 25• HEDGE ROW ' sri.>::' accordance wuh the policy for accepting dcc& xid must be appruvod by the Engineenag Department zed '�.. v'4' '. t .j is \" � x;. \ \ - _ -- - 1 \ R ay y Town Atlomev 1Y +' •'$ ..•fe"', .4 i'% i. 3 ,,,.a ":` / . ' \ ENT \ \ i 10- Fcoung drains tic rnryltTA Co -tech !xinv Ynnr m the bulldmg of airy structure tin a lot, n tologr»atuc map, •,R.'ts. s.�>`9A '�' c� !'"'''I, ' 's-r3• S , C'' 'v, / dr.sw:i to s teak of 1 ' - 4Y, -I ali Ibe submiaal for ach :ot in the subdivision, slowing pmp,*ed comours, ,+ y'r�s,,,`' S 3t.: i' k'f3 7 m s.,. - " ` / -�� I I \ F �i `t ckvationa and the Irlation of the foon tlnntss. No Mri�in its will ba isnled wibl tltc ' ` '` 1' C'`*;'i >N - � , - s ` 1-' `tl - nll g Perm proposed - •� > 1 y i '*v '+� , a , ,f �Y .• \ �. - y. cantturs. floor elevations sad location I,rlb0ting L. rams bave beCn apprund by the lown i:rgincer 11 is,l� L tr n , t s ,,M .,,{_ t* j {p/x �> : h"? i`'r a'S solar > I. Y a��r. ` \ I \ \ / 5j30 I I If, for am reason. finished grading aid other Individual lot one aork u not completed, the Town Ergiruer „ °7d'r �` t. �,r. is ♦s_>;f` 4' ,: / \ \ 2�� �� I ' , t stroll dete.•nvne the atna:nt of a crib hard ro ettswe Fitul grading ad rite work. This wait Hard mutt lie ?i' -yAl,z ass�I'`'y�,, jir`^ }tier N F // / suhmltted a a iauaasee of a Ccrtlficale uCOce me fi ' >' <- \ ",N \ 1 / I . l _. Oivall eatimues n-.tffit be submitted to the Town Fan :Weer ton the encloeavt Conn) for ilia ose of 'W" t,9t\.,,> a LYO N S - ', - : --' . ' _ i r Pri uP Y µ A ' ity g Pup ere ys, a determining ra-bdtv,aon bmdmp. All bards shill coator-n m tar rncl, led bond policy ant shai7 be Fosad 3•y a r \ : \6 p poor to filing the final plans in the Town Clerk's office I., + �' r... Y r } #2 ;:= ,\ - ;, 5\ ' , �6 ,0 / / ,z r V L t. T 7 4 13 If the davtloper c looses co su bmit a Later of Credit for a one -}ear term, in lieu of a suray bond. sod 7,etta :Ey. ' ''+� ,; i 'iq,?,�,l�♦rr'�.. , � r- \ \ - — -_ 9 / � - / L v, - of Credit rinua be imcvied on a yearly basis until compietioo ofthe dove:opmem. If a new 1_ener of Credit b f r t +. {. * fry\ 4, . / / .•rc i al...-' r - PROP. PAVED DRIVE ` ✓ Lau not been n,ceiv od within 30 days before the nrustion date. the Comm siinn may at its aaMaa MIl ffie '., ?fie . _ .. , . w;W,, t. 'Ji'.v — I � y,;_': � \ - , ., ' ..' . ` ; , - ' ' , s;. '_«ter it is holding ,?Fo, r , . ' i "ff .. , " ', A Is,�S r..s a. .a ;�,- . vNe: // 2 pv/ v tJl " - N F " 1, -` Miiv. WinOTH=TB 14 A dm,na a usasmrsa fie m the annuot of S: (Nl iK) shall be .urhmdin7 to tlus Gsmmsssim v�h�_';. *? r -A )>•:, '' i. .t � i . .� / - / - _ I. . ,v. a ,; 2"-BIT. OVER IS.Nob;siMigg permits-aill beissued until all moditicaticns have been umlptied with. and the final plans have ^r d'lr y`• ; �` r'f e,.:{x.,w;.:>,f ,a*- i �w' 4 r � •. \ X 4 / / ,,\Cj i9. / _ \ _.L .::} '>Tl^ r; 6"-CT.D.O. T. M.02.06 v q,.X..v r s_� �' c_ h'rt`H..- N tjti `'•.No,` �' S9 - JOHNKOSKI1:..,.'i' �' a: GRADE A GRAVEL been filtd in rhr Town (•Icrit's olFice. r rs'`'v.',k „, m,. / \ \ �tP s r- ' C s}}rt'.,tp% lti} � � f e ~� . 5� ; i..' 1 # i ()`; 1 - r;. , ct ��R 7 Special Gxeeption has been granted for the creation of the interior lots ant approval h,xomc5 e(CeLvve :/ping ;ie,gay ,,v. �,sJWr ye'X' r \rxfii: ' d Z �/ �i v` 6 // ,t: r �Ki ,_,.,". enclased Fran: going on file in the of ce of the Wwn Llerk . y r,! 2 °�2 f y '4r ,A 4v •+'y. - i+.,."1,i.,t..;1. - �. j � \ G7 �� 'r try Jra a.Yw, , o o �� . p o . 12' GRAVEL DRIVE F t r // B:ackardwhtte�aissPareltimy:arsalSheet43withtheabovemodificuians,;ogethrwithtruab(aetaint ;;, .rt „>; ,i:t. - ,�, �,fa,, ;?"_4',R, yes;"^ \ � � / ` �\� c*1 ,.� fv5 .•tic%r+p.f CCF tl�TAt! I � It+:,r • " Ar' / eopes of for entire set of Plans rout be submitted to this Commiuion wrlbin 30 days to lx stamped aid sigxd :• { 1`s,`•,t "` '�;Pnv\�tyr,'.tit' R r, �l..: 'e" r'l•� s - -•' i L ���' (p jy'4 \ "`� "� , r , `i - _�I f.. 4 cif.''I... tiR^ [Ile kttm nt nppmval of this torlmae,ion e: well as the (nland'NeUand+t Agmeyif:onservstwn C.nmm,aacn �#' v Y - ,x - s - //q-, .� must bt eed on the ars `'. _"'�+"ePy ,k r ''' r`�'a's l�. Lt4 �;.. 7 f,+Sx ram,, \ / f�« "\ I r a1 1 1 Y, rcp[Odu my' +k r ia, As-C4,_ r i, pt h' . y *�'. ^' _5"'I. •' -/./ .:., i. T W r 11;,"1: t 4 *r,':. Aftcr Lhe Comm,anon hat sipxd mylars, they w ill be «turned W you for filing in the OtHa of the Town Ctedc r >•' II".,'tRar„ ( ^r lyy„r ><, - - J ,p .; •E`r ° . i ., / / _ - 1 8' COMMON E" r r ` Dy Novtmber t, ?001 After Citing theso plans, a copy of tics rocagX must be atibrutted to the Plaiimng X - j' >' +y'' c`f t"'}r r c r` ' i ti +. c.-'.. : rE\ "{. 2 rW� yry' s .F++§ _ ., " +IWa�Rst� ry, i As F BI E DRTAEL MAP REFERENCES: ��+ - - � �� AD r - 1 4• Y!. A very tn,ly rarest, ,,, ^y .�'�,` �, � � : i�.1q,{r Y is r )rbr't"i`1..YOUNG ` t�''. ,G - at lGtr IIlia � � :'�« f t,,;..{A -� �'i�!+�;,�I T.�;'�,x�i,i,s1?x LOT Gh ` il, 4 N F 1. x. . r } ; #2. / Walter J Mealy, Chat"Two a r s / tI `ice r -f r. r'r' p' - t r) 1 '� f I i 7- Plsiuuny and Zo:my Cummissr n Y r wJMrdlr �_ ��r, �? ;� . . t „ r, n : i 1 #' I�h 0 *�-� : � r . .., r a t4, .iJ. -_^• a h,' Y t°°r^"err. 4. ,J , IP I O�\�� R cc. s own finYirlec '- ''�,a' i" t i f r. U l h' F A S T �,;rc ClutfBLiMingOffiLiai • ., �'v-"9 l* _ %` P` Ass=so _' ca 0,16'Sl,I1 H �� I R V q r: 5)� i PROP. PAVED DRIVE * err �x• G E t �' 18' COMMON DesSupenaendmtorNifunmcontro! 3' :A. r.: y 1 y4,� MIN. WIDTH=18' `"' ", •f BIT. DRIVE ignPmoliess uah.inc e ` �':: r "?''N. , 2"-BIT. OVER a ; >. � ,Ia°,.. SEE DETAIL „ ,W', �,..,, ,_ $t 1 #'' t•. GRADE A GRAVEL ,: • 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 'HI:: SUF2VEi AND MAF HA', BEEN PREPARED IN ACCURDANCL WITH SECTION`: 2U-.300b-i la' - LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE '� -- ------ , IF THE RFGULATiON`_+ OF CONNE CTICUT STATE AGENCIES - "STANDARDS FOR SURVE eS AND V: , INFORMATION AI_L EXISTING UTILITIES SHOULD 3 1-3-02 REVISE TPAVEt En�EMLrri MH<, ',TAIL OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT A SOCIATION OF LAND SURVE'roka, Alt 111`; BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 9-7-01 UPADATE BOUNDARY INFO KMI ',URVEY CONFORMS TO HORIZONTAL ACUJRAC'r CLAS A -2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8-10-01 ADD APPROVAL LETTERS MHA TO THE BEST OF MY P IS UBSTANTIALLY CORRECT AS NOTED HERF,:IR' BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 7'-03-D1 kELOC DRIVE/ADD EASEMENTS KMI IM THE PROFESSIONAL ENGINEER/SURVEYOR N 04-02-Ot REV. PER TOWN COMMENTS IWACC APPROVAL KMI 12882 3. THIS PLAN IS INVALID UNLESS IT BEARS THE _ _ _ _ _ J_ IMPRESSION SEAL AND ORIGINAL SIGNATURE 0. DATE DESCRIPTION BY hl�HARD P. M -RIFE � ( N,� `� r GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 1. SURVEY MAP SHOWING PROPERTY TO BE CONVEYED TO WILLIAM BELLOCK, SOUTH WINDSOR, CONN.. SCALE 1'=40', DATE 7-16-87, DRAWING NO. 2165, BY IGOR VECHESLOFF. 2. PLOT PLAN PROPOSED ADDITION 103 PALMER DRIVE PREPARED FOR LINDA CLOUTIER, SOUTH WINDSOR. CONN. 9-13-96 MAP NO. 96075-2 BY AESCHLIMAN LAND SURVEYING, 3. MAIP OF VALLEY VIEW FARMS - ELLINGTON ROAD - SOUTH WiNDSOR. CONN., PROPERTY OE EMMA PALMER do KENNETH PALMER; SCALE 1"=80', NOV. 1, 1960 - HAGDEN L GRISWOL.D C.F 4 PROPERTY OF WILLIAM J MANNING, SOUTH WINDSOR, CONIC, SCALE 1"=100'. APRIL 21, 1956, REV. MAY 22, 1956. CECILL W. BROOKS. esign rofessionals, inc. • Civil Engineers • Planners • Surveyors • GIS I R0 \ 1FELIc - � [ cc!J(a�)'�[i_�,�\�� n7 Il))Il U \ l'u"`LI DESIGN: KMl DRA WN: KMl CHECKED: RPM/GB JOB NO.: 99-1,945 DA TE' February 2, 2001 LEGEND 0 EXISTING IRON PIN 0 IRON PIN TO BE SE I Li FXISTING MONUMFNT RESURVEY PREPARED FOR. LINDA V. CL O UTIER M PALMER 1�I V13 DRAWING NO.: 1 JOBS 1 72451 1245-3. DWG SOLCJT HI �t UNDSOR CCONN ECCTRICUT SHEE T (- / r-� Y� � U M, ;t"K .- • _, : ` °A Jy� •.�+t4 a?y;� ,i: n. �'1'-ice �•tT� se �.'l:Y�� y;'.5 � _"`YI ��r ��./ '��', �F�7 ',���.�,.'h. v �,-. �.y _rY ,�1i�'S"Yt 'b�''�• ;�i y;}� i F 'i"t •: #r' ?i -1 Y- �Cf �- �6.., 1,�., fe +?�` •yt ^l' Y',. 4 ,,. :s-+ �. 7 ` F l L f --ta .,... .:- .. ... ,� «.. .: 1 r ,a-'f r .r r`, '' - r.,.- �p,k YY' i. �"-4'` �'�� �� _ rA', ... � ,r 'F`•r- +; /.'-�'S`i. Y, G', :,1h Nr� Yy. r�. k_ •r-. 'ti' y� .�".: '.p". 1 :, ,z .,�`' ,�, - r a' � -`�j.. . � ,` �F �'>,. h. . � - fir.: �, •:..ti� • r �,y� u w� t 4 ,.'Y'',��, .�'' r,in ,� - .+^1"`...,e, �,^ (.. -re't. '.-.�,.� ,`.�.. +� ':P�1"' .'�: '•'C,:jr, f.. prx, lr-, ':t �{:' .t :. : L' .rf' •r , •..., :'fir. , n. y .. },� '}r C`. . , i r t�` ''l'i' .n t'•'r" '�EY,k• ��a. .+ A '`ie ._t �, •�".., V �:,r• Rs:.. : i'i`.� 4 r ,f`_:. �."t ' - ML 'Cyr .4 x. .I t% ,y �; b +'i , t' i ,1- i t ,I"�„: •s .},$%'$�:': -1 _L. y ;jV'..j I,. „.-�.r , rt ,ie oaf •n +'i�,•' y.. ..yL', - _ ti�F"y,-.•_ •f.• • ' L "i �; "-:?'., "Y4 A'._;15 �,r'i =r +' � ,.,w., n. v� - • e- �i91 .'.,t. t. Lys 1, ,r �fr, ••YI%�Qa= r'l,�',i-' �},r' Y•' _i -�.t �',:_ t+=',. L 3.•'• r'•fF F*' '. - '1 0. -},. ��.;YI !VF ,°; 111,C,�1, ".�' r7' 1 ,t. .4 -'bff.i` -.f. Y - rj1 4. h' f iY °' '!!. _',r•r `f+' �1 0., : i-t I•.Y ,}}¢ ;6 _ o, �� , �4.- ,�-�'.r EXISTING SEWER MANHOLE T.F.= 249.49 ` INV.= 243.85 ` 11 SAWCUT EXISTING , 1, PAVEMENT AS NEEDED. ,t /f PROVIDE PERMANENT PA MENT PAT H- u VE C TYP. (SEE DETAIL) • _,•__ EX.CB T.F -249 37 YNVr1^"'- _ c /-24`v.t 7- FIELD VERIFY w t Y :A t , •4 3 _a a A • I.r R r g .. � t .r YC r.Y �,+ A l /, f i' t W d , 1 sy r ' 'Y+ +.F"• "Y♦ eye t .>.Y. , Y ul r 'h at.J , ._ '3' ptv�, Y �;, 6 F o I4� - ..rFyt%4 t`L -41 I.,. '_ ''� . p a zt .r '.. r . -. yf re .^,t._. LS {v S^ f ; I� 1 n'a 1� s 7�� . +J1, � "', xl :,tom y +ci v 1.wi. .:✓'I�Y'l�r. •}'. .Yi.F4.:#y,. ,-'4., l S •f. "i. �. r ri �.: ,— .0 +. t ` �� 7 C S Ir: i.. i,r' t r 3 r h= L r. ;, ir:' „. r' + m _'L •.� Z,•�'s� yt,. 5 x �` 7:: kr h'�,A i i d yc a 6_ .� !. 't .41�' !1, .,ti ,it'i11'+ .' w Y'� F Y` .cif `i+ 7 *'. +�. k a- y• t S`- Y +Y . •� :1 y F y� Vf " S f' i ' , ray •? ,=Y'. ®} :s. T� t . i. y. `+;t'. �. �" r, Y - _ "/ i) , - ,60 - f,, k� s �.;, � : � � � i � � \ \ \ �� �./� LIVADIOTIS � � /� .. ., ,+t �: , vs r h� Z 1' r \ , , - 1 4 +r.. v 4ryr ,... �, ' .� �_SJ �L i0. ' `,j( r W .. ,r 'rr ,. t,�!, W< : `�. ' , ` My ` '� . - \ �. \ 20' �" �- �►9 4 -W LOT #6 5 Oo _ " - ' . ,;a rri l,,f . - ,z-' "I x. '• - ' . , °1 .I 44 _ \ _ � M.H. S.Y. •.` R 654. 05' v F N/F •-. _ }-. .. : . �"€�',r�• y��'•y a ; t r - �, `� if'. . \ \ _ EX. 5' PATH T.F.-271.00 \ _ a,, Y.p =•-'Y.rY.y ti, fs . , „?.- . . \ I , '•~ , .. • T�_ J„ - \ / 1.- +.�'_ `'_ �� F.L=261 55 , -1! '� -� f s s.ss• JENKINS �• Y, 4 x i "1•ry� , \ \. •� `" \ / - +•-,�,._ _ --- \ --- ,` �r ! � -e \ •y" y �` :, i ', 4 , - \ _ >,. . . / -- \ _ ..�' — '" LOT �}66 \ _ 'i,;,r 1 ,^---"_•_ -- 11 — I F.L.= _� �+�,_ �..r` N/F \, r r i , 4 \ \ _ �. ANIT.LAT. P.v. _ '' _ BEAUMON 014 a � ` _` r i � � \ - \ - - � / ---� ,--�_ CLEAN-OU 4 ...g C.O 3.2 ---__ T 1 �- PROF — _�''� y��` „ -. \ \ / / �) (04' TO SAI4.LAT.}2) _ a r o \ N/F \ \ �'� ANIT.LAT. 2 GRADE TO 64.0 __� - T.F.=263.00 264..E LOT #67 II ._. \ / F.L.= C. O 1.3X k263,75 V 5 �-� : , r t ;" \ -LOT 31 \ \ / 3 GRADE TO DRAIN � 63.30 � � '`_ '. # 22.5' BEN f � : LO'� ____ 6� (12D' TO SQ� SAN. LA T �_ �� 1 ._ _ — — 148,964 S.F, . — — — =zs3. s �'`fi*rR4 \ \ \ ° \ 45 KENO ---- R S.M.H. _'� _` \ TOTAL m F.L=2s7.s5 z \ �'o. _ — 141 z'?`S,F. EXCLUSIVE F = _ `--2&G ., PROI . FDN. DRAIN N PROP. SANIT. �'-• i W ODENT SCREEN �fv _ ,., ',,,,, .'" c!} _ \ TRAVEL EAS ENT /R 148, 23 S.F. o 0 jar 3.2 AC. Ir} (SEE NOTE /14) \ 3. AC. 70 (TYPE I-TYP. ' on�r e I� at , \ \ \ n F.L.==275.85 r?"4r 1 y*. `, ♦ _ \ \ \ C\ t , ? E DETAIL) EX. 5' PATH - oflflwDo 4i r1 ,.4kf '4 a `'- • ti , , " `\ \ \\ \ \ I , t � � �8� . c3'0 `-\ I -. \ I LOT #6H ., > F ,-•a+� 1 }et'.. - ; l F °o, \ \ IS SEE NOTE #12 `\ w PROP. FDN-{3RAIN \ rn 41 1 c t r14 * *kN" ` ' \ / iT \ EXISTING WOOD �' RETAINING WALL 0k �, Z �INV.=262.5 ` _.2't0-- - i !f: r , e N� t r \ SEE DETAIL \ BURNS WfRQ6ENT SCREEN —/ a Y -`' r .I Y�L a /t 3{ '? 't , t�4g'_ ,, LOT #3Q t^ - SE Jo- %.* dP o. Pr F.L.=268.0 ?3 / oo w • F NACE BOT. ELEV=278.5 rC .;� .� i ' �s4 'b'y \ GARAGE EN OSUREa,�a� 0 o (SEE NOTE #14) \ %/� X272,25 T.O.W.=273.50 PRE! / / N O �'99� aR o a ,� ,, , t �v . yr= \ \ \ `rir 3cs� CA � �' f s US'2 3 `� �' F.F.= 274-SO�OUSE JJ a• ,F r s, fd. Y t t 4 �, ,r: , \ ` '.,\ W.\Os iA `t't �. % ., f Z� / / 16 r \ \ SEE NOTE #12 30 \ 1! r 1 tt� .. . r, \ \ Q GAR.=272.50 / // l{ /+., .+ • ¢ `a ,,3 i. i!F �r ,Ss.�S:i� + l \ _'L \ \ •Yj4 A tJ \ n `� �l ./ (J�.J �i- / —1 / / \ \` - - R ` so �� / t r ,•, , i 3 ; �� P i' �+ +, c� ' A i „y \ -� V. C 18-PROP. EVERGREEAI � PR' / // .'f . i i r jt et \ aO \ TREES (5' MIN. HEIGHT)\ Jra G Z$j 0 \ \ + C / s.r�s g,z 3r "y 'y- \ `� \ W FFJ �� / N F f • 'r Y ' ; w ,� t } u r' ' #+fi t.. -� f 'i: � } - . _ �.. 2 %/+ •� ', CJ C? , / / 7 x, t� ,I .� h y L . by Y� r¢ 'i-�1 r J ` \ ` \ C \ SQ PROP / / (TELLS p;.'., i :e{• .0 : `, le'vx,� 7.4 �`. '�Pr lih X Q -.s \ iC2 .S \ �t'� WELL ,1 `� / r, " a t +r i �2a �< e ` \ \ _ \ \ e:. / LOT #99 �/ l' ® T s\ / L g¢..'S e : =•, a' ar° 3,r, - 'h S u °Z' + 1 t • \ \ O, \ a \\ .a. wr; - .. ° " .A9irYF ; ' }� tY s� ,�'r rY 9 y IM N/� , \ \ \ . \ 7T f / / / k`!Lt> ;:�; .,I', }` , If .� �: w, -` t, u O'REILLY \ \. LOT # 1 ' �\ �" / F /_ s D yrY arM' d J. r •, j a-. K I t .. ,,' _� - l-F— — — `i L _ " r [�" %t / ,h ` 211,656 S.F, —296 jQ` �•/ <,�ax..„T f{h�. Y r� r`!r; ,+1 �•.,��#.X,yw }d Y� # L*4� , yin,Pr. lh ��00 ` 1 �` 4.0 Alr. 4l R��O• - " - - - / / �;YY_ 4A S t.�- . F Y' i,. r r#k� - t r^'+ ;d-R: .Y�� YY.3 _ `._ .+;+.K • * i l � 3,' i i \ \ - \ \ I' / p A2 to :ryP. q w", » "`, L }�y 9'1. : Z' ` \' \ \ / 3 t,.. J ' S r � ' `' Y� 4j " �c # a , ;,fn1 ' r ' i.r P f.. a t; , E N F NOTES: , ss '�<� 2, , / `O\ / . / //� 8 f BETTIGOLE } ' ,Rrq M Y' ' ��r�y�i \ _ _ - \ \ PROP. \ / r12 t 7 Y A • r� 1. HORIZONTAL DATUM BASED CNJ NAD 27. ., , 1' - �\\ WELL ® �$� ,� ` L \ r1T. K1 Y � rl. - - \ .�_ '`� LOT #100 r..+,•y 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON ', 1k,y " _ ' _ _ _ �� \ / / .i c; 4 1 � ' Y 3 t '�' '2 , c•sIP, k r E'. -T. f?..; • 5 } Gl R=30. \ R / _ _ ' - " � i .. AREA - 486, 731 ST , 1i.17 AC ' � 'P �M 's . ` / 0) � , 1, r , ,'a ,.. .. - \` Gs `' / 1, < \ 1 / 12 G AVFX DRIVE �ir 4. ALL CONSTRUCTION TQ CONFL7RA1 TQ jOMN OF SOUTH MA►fDSOR STANDARD& err �` r• ` `\ " - - - - - % D r P ETA( _ -�, , .. .• » AND SPFCtF1CAT10N=„ r A' n k4 a4 _ - - \_ sip, it '� Y Zy��..,yye y y p ...' _ f:?, , ,.6,. .fxb7-'"{:.sr'' Lak--W ",t:'R?..'+•.}'ffi;*,�1 ii g :au•j1;,a '.� .. �,.,y i` ,.t'r. :,y \L ._\ // �,+ -, ,. YS,, ,• h ..} a GC]rITRACTOR SttALL QLATAIN ALL 1lCQUIRED PERMITS PRIOR T4 CONSTRUCTION: ski �i" ` \ / — — — �/ / A ;p1,r �i : t . 6. FNEIA CHANGES SHALL HAVE PRIOR APPROVAL OF 7HE TOWN OF SOUTH 1WNDSOR AND/OR N/F \ \ �.X, \\ � \/ / - ♦ ". Leh . 'r i y' :. k. "r t , « � 'i, I y \y fi ` \ F AGENT AND THE DESIGN ENGINEER VONKAINEL \ t" 12' GRAVEL DRIVE / +at �'" ,4^ t* �4; 1% - - - - ,SEE DETAIL ♦ N F :' . .;i : w +4, 7 AL1 1MtOP0lEtl UT►lf TiES ARE TO BE UNDERGROUND r�"` "<'y, T e - .. _ .. _ \ / P ,.7 i p _ i y } 2.,r 4 q #28 _ _ _ 0 HOLCOMB ,, ", , ' y: *- 4•, .r.? 1 \ \ / R ':3_^.! ,.4 r n.1!:F, - , R 1 °`� r ♦ / 1- , 'i, Y",, y,.'!t .'¢. i 1. , .N, •' •r --I- -. ,Y. i!,_ L,yS L `i•. 1 If M U T 1 FI 1t:' ..' A AXIM M SLOPE OF FILL O BE 3. , ALL LL MATERIAL TO BE CLEAN MATERIA . ! ' �`1� ` L 1 LOT #101 iY9� a k • :� . CLEAN FILL' ANS UNC TAMINATED NATURA S L OR R K I H 1 N T `s . :. r:0- ` \ T S 'n r4-_ '? y f ?;' `, ' ME ON L 01 OC MA 1 C S I ER �1 >, , ..e ( i.. , , "' 1 . ... Y'" .'K .... \ Y - r.3 - - .'. ..... :. a. Y p IN RMS OI CHING O T P NT R p �;" ,• ;,'. au '. ': \ ': a.�'"* 'y � `, r j. •,:: ! '`, ?' TE LEA AND POSES N THRf,A . RESF UR FUTU E. 4F DILUTION RP E i,.-., "�,,.,,..' 1., Y ' Y. , - '' ;> TO Sl1RF WA S OR OUNDWA RS. MORE TYP C Y X �" , ' .t'°: *!' i ; : ,_ XI TI r_ t 0 , �/ 5. _,. ., .1 - , �� , .: , A4E TER QR TE OVER, CLEAN I ALL E GUIDES, 1: ..._.<. E S NG \ /t ; . �: ;-., `fix` # T: # - ;._" `a . )" T IS r. ; • N , tt `' *fh! \ / �, *OE .h , f i. , a y[+ r 41 - ! e i Sl1 NOT L1MtTTtD TO TI1E EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS �' t \ / ,h r �y' ON C t .. HOUSE \ / _ ►` DEiR15, OMBUSIiAI,E OR NOT .OMBUSTIBLE ING.UDIIG CONCRETE ASPHALT PAVING '•d r2> 1 ;', " ak K `A J'1 jx i' J i I L t 4 •-1: . d �••. r f 3 - / I .iC Y a r i Q11 T3 ARD WA S RU � R , r - > �. ti.P•' TKA Al 1E INCLUDING BRANCHES LIMBS B SH SH UBS \ r i 103 , I 1 !2 y T / �� 3 / 'k' 3t �b: TR PA ,� OF T P. ."L• �,r:- ,!i! +, � / �` , R 1'�TR£E S L/M S ANp >j11ML,AR MATERI S t7R NM :9" ++, , �'; r ..,L r •a• e.i\:: ",L \- AL O ON OR EMlNATINC t , � �r i , �y .�„ °'� _ r - ROM LAND; NONPUT1ti91Bl'i >fOLlD WA TES, Cf111WSTIBt.E OR NON-CtN11LiUSi1BI.E; ANO - = ' ,-•, ., — � 'r� :,_, s _, I /< , BULKV RtIMi9N OR REF11111. IIICLUDINO PUTRES18LE SOLIDS. SEMI -SOLIDS OR LIQUIDS. .X, ` \ — `\ .-. / - — — — -P915- . 7, / •, All STUMPS TO LAC CHIPPED ON S1W, STUMPS NOT CHIPPED SHAD. BE REMOVED FROM - ' \ \ J \ ; � ,,Q' A r:._ \ / N/F � %Iil, NQT NUIIIEQ ._ - - - .�t ;, "+�„ 5e� zk,s x % < i�sF=" "• / SHARMA 6'r �,� 10 EXIITMI4 U►NtT165 AS DEPICTED ON THIS PLAN ARE. TAKEN FROM AVAILABLE INFORMATION \ :#fi.t,. •. r ..w0 '\ �'�, LOT 104 _ s 3' �.. .. .:p a ";. '� .. fir; • ,a`JA^. ,I- '' "' T&.y�. n : �,, 1 / # THE CONTRACTOR 11 TO NAVE [IfI ywo vituTIEs FIELD VE':RtM PRIOR TO CONSTRUCTION , ;° to r �,. �" < \ / �/ ,, :,�+ *' diFOSE ((XGAYA11N0, CONTACt "CAi"l YOU LTM" AT i . A00. o2Y 444b -,:�'' (►; \ sw x" / / R i, 11 1A1lgalkGT ATE i6 NYIT LQGATRp MATHIN THE itX) Y1lAR FtOOD PLAIN LYONS ` „4, r'.:K • „,t ' .- �T� a _ , Y `' are` '. �` ,� r�+-i 'i$N''V r" •(� .,� ,' / - - r .f 12 ftAta LW, 1% AN UIVQNAL LINE AND 15i Tiff IIA`alil OF itftf SUBtXVISiON, LOT #27 \ ' r c, � ;r ; ,A% r411� AMy� l x ,, +l y ' `: ?' / / a ; \ \ . ,` � \ * a , � �Iv < i �5a a e �y, �f•°�F` ---� I �' 1�j2 / + "' s % I:] ltk:ATIt1FI t t1#11VEMIAY MATMNI W RI1tCMENT TO WMAMXE REMOVAL OF EXISTING TREES t ►" I `r tit a/ • , r 3 ,q�yS) " " iaYg�,:,! 1°` /� \ / �� E r T;-Sr> A$pPtttf 3MalLD IIfLO LOCATCfi TD AUA1M FORA 1�' MADE SERPtHTM1E DMVEWAY TO r,� . , �II. } ►t Y 7k3':` Y j/ / / 1k 4 f' t j REIi►fis A1iAUNb Etch Q L�3, AS MAY AE PIIACfiICAIN.E• �`il _ 1T� 4, w �f ? ! Y +.. a. _ - \ / N2 N/F . t'` , t'" L t � �' 't f F . \ +. Fr' : Y 'S w .. u ' t,.,.''N.' Q / rye: �ai.� k.' �!--'�' / �/ / . + 'F" ,,� - taUP�ATIYIN$ Tu ! etwNPp u 1M1t1 'St1MM NOTE AND ►LIMP Ab R[QL q(D tx f •, . r g .I of , ., •'" .1/ JOHNKOSIU LEGEND 0 iS. 90F041or ',IIOTUNt MEA% IRD MY 09 1ION PROFtSISIMAL-3, W, 6-18-•2000, 31OHTILME ;� ;trt.4S�+s.. rt Z ' - !_ ,_ -• // , LOT #105 : At) FEeI tY► 1tfE RTNk QK P DRIVE AT ttK COANIFON 9tTL QRIK IN \ ,�A r MA �// '` `� IRON PIN TO BE SET /:r: �A �1�qy 0 �+ p•. , - / a� ;_, `.:: 12' GRAVEL DRIVE 'I, L A1�� MiiFL fWL D r►.T 1itAMAARQS rcTERLMNINO MliirR9RG710M #101iT OLiITA�KS \ "r• r y r ,,; ac< _ N EXISTING IRON PIN t r �. 6 lJ1MT r _ MP.H +� F , - l ast sip"�' sir o 4's` SEE DETAIL 4 PkRt#EFL1q[ " MPH Ft ' _ _ - "� .r1; s .,1' O MONUMENT TO BE SET Y'.),. i ,. ra►`, ? r'�tly� 4 ~t ■ EXISTING MONUMENT ` .t `. H u T IlEtitlltitlllENT�t " - TAT ,�. x r cl�F 9/ a. J1(lit t111M11M1M/WA' 11>11RAiTft;t ' j , • A X N �/� " SI i•, +/" 1+F`' * �' `may `r' M ON `�, EXISTING UTILITY POLE : ! ', MAP R4►~fei. -r. --,, -, t?a ,r \,/ a.1 { , R-' ��' ,� BIT. DRIVE _ = EXISTIN AT H ,I, YA k, , ; �, , ;. ° R_50.. $� SEE DETAIL G C C BASIN AND PIPE ." . �.i y N/F i&-.r{ r`>r•',; * � ' x•�'� ' ` 4 �^ � PROPOSED YARD DRAIN AND PIPE i 11d*V& V MAP 11Ns111NNLi IMtLIPGRT'Y fti K 00FIVM TO W WAM W.U;CK, SOUTH NANOlOR, CpIfN " ' ' r r .. , g , t ("w4t)', RATt(1 1(6-i7, QRAMAF� NG. 21iA, AY IOOiI VEC1IElLOFP, ri J �, , ; 14 "�" YOUNG \ , ti PROPOSED STORM MANHOLE .t, ` =`� ,. LOT #26 \ {0R ,, . - L, ° N 2� N F = � - EXISTING SANITARY MANHOLE AND PIPE i PWI P1"AN PROP'MID ADWTKIN 11W PA MLR DRIVE PREPARED FOR LFNDA CLOUTiER, SOUTH WINDSOR, � "A T ? _1 { ; �:{ � � 2 / Y t WN, 0- t li' 66 MAN NO "015- 2 PY AE�LIMAN LAND SJRAW4 w ie a , . .�*5 ' ,,— r'�' ;`" , ' x. `<,. #ti";. 3AA' aw j, ` Y,y & ,YF e}yy -;, - CAGNA —4) PROPOSED SANITARY MANHOLE AND PIPE MAM 0# VALLEY 4I FARM ELUNOTON ROAD - SOUTH WINDSOR, CONN.. PROPERTY OF EMMA PAIJ�IER �`+ . $ �� ;, A, i y.,.«-`.7L.. ,� � I . T° AI ut;NNE1M MALk1ER, Kt'AlC i�rr(1', NOV. t• Iti6tl y itA1iD[N L ORtSYKND C.E 'zkfi }'t 6;q' 1?h i'l'� ti"°J ` - •" �y LOT #106 380- EXISTING CONTOUR a'`ca- } 'v. IP ", 4 PRW tRIT OF W LAM �I• MANNING, SOUTH MNOWA, CONIC, SCALE 1-�tOt1'. AF'RIL 21, 1956, REV ,` x k 4 � i` ,('t -"� " ws," I���'; 0.15- EAST~--[�3�� PROPOSED CONTOUR �J •,: MAY 22, Ifb6. CECiLL W 11R"S 0.I6 SOU TH X330 PROPOSED SPO i GRADE -, r . r> TN ` PROP. PAVED ' ti_{.i "e� +� ys, j -sr>, MIN. NADTH=18' 18' COMMON r. �{ *� �1 c= SURFACE DRAINAGE FLOW DIRECTION .: r? tl! e . S "$ L ,`` ' 1 1 a ,. = I VER i *mow :sr ' st._ a +°, s"t,la,., 0 3 2"_B T 0 BIT. DRIVE 5.., �t', y, W r' ",rz,�" ".�y s�. , I. 'r '' -, 6"-CT.D.O.T. M.02.06 SEE DETAIL . . x�'il r,. _ ,-; y . t i:I w 7?r, f ,M t : , at. GRADE A GRAVEL '_. a ,"z: y _ ti r. �I: ,.,,,,. '�I3•' '••R r,,,p''-i'.i t. a ? 'I •L•! .,r. - �. Y' SYC ' __.ti SMI�'H �\ w .• t' . �,,1 d . Y - t.' b y . Yai +, rkt l �'•,,;�' v. (:. ,.'.ft. ' 'r `� �� ..Y' . Nam., r.d a P.M.H. .: ra! µ - :M r. .a HARD.,. , i s - .i r :<r - > }d , .k a h r.. �a 1 y t +t�°..a. x. T.F.-250.85 LOT 344 �. ;ao ,_ '� .c; •v # �r z t" �. LOT 23 y , ,. •....� .� F �' k-.� i I' Tr{, .., 85 > `w/>, �} �,t''� • r y 2 ¢p/ ,. 13V.. i 4 , :.(f: .., , N : - N '1avt ?; ..�t.,,.. , : •t i _ : �-�Sl' W / !ri. b- S:. i•v. F' • a �y�=Yr 1. .,,•4tr -.S . Ef. .. ""1 t I.' r -.ys, '925SK:R r �.•11_ .�: _,�.: - -1 \ - - _ .. r. :. _ 56,9 DIXON y ,,� ,. ,, ,+ ;'r. ;• :y. a y 9X' \ \ r ., 6'� • yam. -n' 3 :L ... g` Y` .r .. :. •' r,♦ :}'a '.�.',•a. �jn� 'v''s'r' _�_ _fit;. t.-. ,a . ie. t+ •.N _ - 4-; -,. ,•.. Y. ., r am^ .,'Y7 a , T` 6 '• - r • +I { ,} .: J.1 - �. T r 0 T F L Z .30' WES 0 PR P RTY N - - 0 O E LI E 1 1 �. 1 t• s- X. :.,+r - ..r *.. •.. i _ �T .. .•�4- a -1 •4t' yy to t , . 7 N/F ar S ._ fi4 .v ,* .�, . ,,..,. ;.>ry(.h, a 7 ui �.r�s"- r i r' +7 . "rr : ., r",i',R' : .• <c . •, a 4 , q. ,',u, - - .. - , �. r , - .-!, •'"� - t , ] 0. , - ,.. y I s 4. a _ ,[,� �. , \ _ SINISCALCHI . YP. x;. `� 1 r,\ 'R. I - i' 'n 'k a r S i .,�i a 1' N F T _ L �: 0 6 r q,y t u aa • Yi . �, ICZKOIIS ' ,y} - FIORIT ' � ` . .-. ... : /....a. ,a ��.. t e. a. r n.. - rY _ J't t� t "-dls+ •4�t_ f 1v L OT y33 \ �...r. DISTURBED :.LOT 45 fi ; s :'. ,. s. , t f, - `z Lr - a - _�- rr . ^.^.. A 1 P'a.t .it .s', ,. ,n. 4.5'. I'',,, t'-' - r.. 1 <5 Y„ - a' t �� .♦ . a. T' .. .Ai , -. . - : -,r Wit' - ... .Y - �1 `}' i, .. . - 'V ",.... .. .y','...� M.3z .. _� ..T A `� ,Pry• .'C- _ ..�.a p. .f- 3 .i4 .r, S- 1: : <; N r .r Y .. iti, .ar. .. ;Y.. !V`�' "{'- r, .i1V l�, :-- y •c .i`rr Ar.1". ... . r... 'te_ 1,'.. fi 'f-':.::-�. �i'- Y. .. 'Ar'. +fir - - - v. t . Y ., :f . - r - i .... y,'-. iic`_. �rruP.'! Y , Y. , _'IF... '' a .c / r"I�th�+^` 1 r. , . ,,. H r Y .• . . , OUSE 2321 r �s• :� 1,� ) r Q. w . �o 7: r � - t k _ <. _ e N i \ T' / F ,. - v tj O ,':,r Y � 'r'1r- �kti 0 w r 4., ►. k ? I. u w Iz P T . wlb . . t - S ,4� Yid>. 5 t 4 T ` t . •.. :F;r r "k. �� a. s,, �'� o; r +, ,� 4 3F'YC"k re Yf. �= _' \ \ : _,t • .'�•• '. , `� 0.20 WEST OF PROPERTY LINE a7 ,'±rT+ .. +}, . - ✓. ,.; •. : Y,'y ✓ yy :.vim., wIj + „ 3 T 4 � ,• \ 44 LO 4 r # 1. ,. .,r'f '.(. h,'u ? .'i ��''\ .. J _„ H• .. ')'-: , rL .Y .rfr (� i'4�, '+L�r�%" :1•. 1`'• 1.. �, , a - 1 I ` s. \ N F + �y t� r y�;y Ya: ' ah + ��� 1u �� t > r r A t4 ate,:. :. \ Y Zi a �k�*., kw,., ,*1 .. .:tie' , : MUNARY I sw ea. �. nl'. k ,-_7. r`5�1� y.:r' - 1. �.i •rye. S) i ' T 7: •" R �_ ` ::: _` , � J� Y - • `i' IP 4 _,-- rI • c + t'v. :r.. Y "::. . ,.,, r ,• ,.7 z, A LOT 43 , s $; i * 6 " .7 T -. Li:; ��}y� y rlt ', 3, fir':' • '-. r't ; ,, �7" ,. ..� 0.20' WEST OF PROPERTY LINE # A"Irl,, ,r L'..''_er"t•. ,;'.,: :y ?C ^4. ^' r;,u� �. ftt. .1T1"y. ,ar .?Rr<•:n YC :+.�'#'.": �• '%, „'$:1' 0: 1" . r. s v - a 2 " % 0' <u' �'T ,y 's � S :Y M"� 13 aI r• Y 3 s R , .., '3. a, �� COLIGAN �: J, X t r' v �. \ '..y.. yy' ,,y� " 1 r. y S� . 3 ', . J ' 3:' yy •4 . .�� .�- _,. .. Y .. .. ,«.. . \ a.:. _ -:: , r � y�.. _t, _.� � d.� �-�'.:• �`• _. Y.- 4.: .+66''.dg� .•vr it �.►f• of \ ! ..Lfi".'•+4F° E•biN.,.� 4J '� , „ •«• • `3k' .c iYY'�' fYr �, 7 4 v `:r t '�. Yf i v k ' .. F.. G?. r y <�. N F \ \ w . r� , ' fe ;SC: {'i - g ` / \ r Sv , '. sr Jet'` 'r-- e .� 4. -. ..• � 'w,' � ,. .. •:. ,.t'1 � • .,_ McLUSKEY t , ...+. � ��r ,; .d ram: : " - i ►r. '�y r .,c 't': �INKLS \ "'.'"M' \ ��. / s ,a-, r, ,. 4 w y'. �, i r _ N/F r tea+ ih' - _.� ,'> t' 1, ^ O e w,ilt \ �Y yi' ti w \ LOT #41 . ..yr # o Yt* ' . ` F�, 1 ,LOT #3i \ \ ., ,, { #ice +Yy , * * ~~�`_ • J \ / r J r ;S FC:'i: r:t� !�{` H \ 'nos t� +� �. \ \ / T 4 Y�.. �. �` S^tf 1 a/i Y' y,. �;, ^` r . sr4 ^ y4 ^. PROVIDE 10' STUB \ _� ' *%: sft. 11; ,L` >' �> \ ti ',ii, - ': .. `' FUTURE SANITARY \ _ FOR FUTURE CONNECTION �"""�,� / I N n r rp `} , , 13' v art ? .�I' #1 :� i+• \ \ XT N I N T 1 L.=26525 �� ": . /F v) Y l i�• \ E E S 0 (LO #) / Iiii 1 UNLESS OTHERWSE NOTED, EXISTING UTILITY REVISIONS /- , ~` .Trwe ♦e Ct ^r . •r3 L].CrM r 1 •UA1Y A1]1 L Ll=.,IYII.r1.7 „1J ,7rllr C<11, ^?1C pr"JLLI %-M 1V^IL^ULL INFORMATION. ALL EXISTING UTILITIES SHOULD 4 8-10-01 PER APPROVAL CONDITIONS KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7-03-01 REV. DRIVE LOC./ADD EASEMENTS KMI _ :.. BY A LICENSED LAND SURVEYOR PRIOR TO 2 6-22-01 REV. DRIVEWAY LOCATION KMI CONSTRUCTION. 1 04-02-01 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE iMPRE:SSION SEAL AND ORIGINAL SIGNATURE OF THE PROFE..SSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-i THRU 20-300b-20 Of IHE REGULATIONS OF CONNECTICUi STATE AGENCIES - •MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, 12882 RiCHARD P. MARTEL LIC. No. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft, h•,:' 860'291 $755 r-��i�r�/ar� n ran nnl--% ran n nn 9 � UI.r uk_� iG-t\ir-'L� K1 PLUG IN, esign , C�F15) N `4 UTOLOITO � rof a ss �on� I s �nC ■ DESIGN,' KM/ DRAWN.' KM/ CHECKED: GBS !! Civil Engineers • Planners - Surveyors - CiS joss NO.. 99-1245 DATE February 2, 2001 165, south satellite road south windsor ' Connecticut 06074 DRAWNG NO.. 1 JOBS1124511245-4.DWG wsrt cy , a. N/F , {{� , -- trXz i ' YOUNG { err , : , ' ' r, •q , LOT #26 \ - rL y Yi' 1 J"r , , i y r y�r t ��r$ f�� k Y�'}v1 ` `*/ niq t }e,; �' Ip ,�i i4.ir`d?e 0.15' EAST W DAVrn noYL.c 0,16'SOUTH �- w� — .1: �..:�• g- �t '„ j•i ` a' _,•- • <: . 3,. `A , �" 1r r tiA ., w f "t . � ;, .I, r,,, : a r •. r : <' 4 x �-,. •t b�'-'i:'I , Ali • 'cA'�`_iII 7" of RFSI IRVEY PRFPARGI._,t FOR , [ if i t LINDA V: CLOUTIER 1l OI 3 !I" A l.L M E 110 D � 11 �`I 1G S® TH lU �WgATiQ���3 ��i�NIE�BJ'I' A y:, - _ _ - - - . - - i _ w I I � - I 1�1 \ - I . . __ , I- - I - . . . _. . - � I � -1 I - - - " 11- I r c ll- :��,,` � �` ", ly� '44.1 " - I �� . .. -, . ')jff��," � .. . 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M , �.,4, ,.,.. ..1*1 _' � . - , . __11 AND SPECIFICATIONS , I � 'f'., \ . 9;� -,4, i'". � - i , " 1�_-, I 7, �I, f� I" �* �, "".., � . : .. - .... lc� . 'Ili i"i I , I , \ , L n 1;, "'. �' , W� ',�V, �'.r V I �' - ,� ,- - ' I. I - L - . .. - � - , "k," � ii, __ , -1, ,4 ", � , , , I �. ;� ,;(, � . -5;. . � L , " I, ,� , f I 00 � — — I/ 111 ,_,__,�___,_e� � ,- " - " -, ' , I- I- I , * .� ., - � 4 n 0 ,, im�,�� , _� , -I.- , AOFF', , i .. I '. � c: :l , . - -',.; �, - ";,V4 ",�"-' L��;"'�'kt "'43 I! W L *I I I "a.".. � �;-.L,,,-��,,_� ,4 , 1. -, . � I - �,�'. 5, CONTRACTOR SHALL OBTAIN ALL REOUIRED PERMITS PRIOR TO CONSTRUCTION.' " _.'' - ,e � . . � . f , . ) 44 �e. " " . . I I'- " , 11� , , 4'1, . , � :,� "� - `� `� '�,:,i`c .__1 if, , ,, .. <Z;z�,t! $ , � , -1 . . I - _"� :ii - 1.� , 'I - I I .�,, " - I .i I , / I ., I . � "'. � - 'It - , - k... �- r�v A N T I — TR A CK, ___ ,:I' . - - , -- : , , " , ,_,� . ,� .� , '. ... j��,Ikl .t. � , I . " _1 I , . , , ,� i �$ _\ � � "I . _- 1�z � 1-i 10 - .k , .1 I., - A - . . �,_.V;..� . ��; 4,h,;.A;K- `��.%:,,F,,"- - -, �,, - \ PAD (TYP.) ' . ft HOLCOMB il- �,."',41' - "� - 'ii' I / I 0 5. FIELD CHANCES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR N/F ' � ' ' , � �,* � _ " . % It ,� �_ 19 N/F AGENT AND THE DESION ENGINEER I I VONKAINEL ' Y"IT. \ I A . � � + �,-1i( 44;4, - .�� I .-%'14: . .- \ . e_ ��� I , � . . I , I . - , I AU. PROPOSED UTILITIES ARE TO K UNDERGROUND, I 11 OT #28 1 . . ?- -*. :!" I " . ,., . , ; - , I �, - I "I I � , Ila \ I .+I � I - . .� - I 11, �, � - -� ' .. - � , , �4� " , * , 17.7 M I , I ;,..�t" ,I � � I I i�� - I 11 - - \ �1. �, , . � - �'. I - . . '� , pi, -A " . \ - �� I I . .1 � IF:. I , � i'l ;A ;0- � LOT #1 01 I z , ,% " �.r4,,,�, , .� , * I L I . I it, 'A '�, JA ; ., � . . , - �. �� . - # '� I (f fo ", 1.4 ,'� ", ,1, - � � .., -. �,_- ,..!.',' z., - I , :Ifv,�. , .14� �., _. . Ov f, " sik 7, ...*, I . , , 'CLIAN FILL' MEAN$ UNCONTAMINATM NATURAL SOIL OR ROCK WHICH It tll.; � . , . - I - * " _�!�' - . \ ' �&�, \ \ \ WhI3 " , - ? , - FILL TO K 3 1, ALL. FILL MATERIAL TO BE CLE ��", f % . " � ."' . \ 1, . � .. , . . . 1 $_* , , , - 'r, 5. mAxmjm sLoPE OF MATERIAL. ., , \ " , .. , ..; 'i�, L4,1�_ - .V. , - " INERT . , '. ,� . . I ,,, " �_'L � 10 , 11.1 .0 - . _i _ f, '. - EXISTING , i " " L " L I- . - .� - ..-.1*1-1, 1,� -, *: - " .. - , li;, i; * -\O ,,- `A,,'.,.n��,,,�"4 - - 6,,'I - ; - , i, I - _� - , IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION � � 't \ , � .� , I �"; 9� 1. .� � 4, �:.i f 11. 1,� ,, , � I L". .. . ., � I A .� , . . , . . " I . " .� il N , , \ '. __�' - ,�. �;, �. � , 1, 'A" �i,4�_Xt, � 'ii , 4, : ,�% � , . , __ � * 5�� . I 1; � , rO WMA(Z WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES. ! , � _k � , � I � . , . ' ' I � . :;, , 1-1 ., I Fl__ � , - , gi& --I... 31"; -i 'ii;i , BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MA IALS ". . , 1. � 1� � I t, � _',,�j .", ... 1i _ ,�,!,�, -4� , .,L,! .1 , , �. - , - I HOUSE � -!�� ,j 7, ;i �.. *N11 I I--,' OR KIIIIRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE. ASPHALT, PAVING . , , _ , L � ,,.%, 4" 1 1, , \ ____1 I ',*' -, It �, _. ,."L � , ._� �11'_ w, I- *t�*,i;o',wi,�,j�' ,; .� " - , il, ."'," - MATEIIIIIIIALS OR BY-PRODUCTS. YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH. SHRUBS. - ." , "! `4 ' -,, � , � '*" - #103 -, ." T_ - .1 , ^ - , I _> t- v"l, � I�L . " � , __ � -.1 I �, , " - . '� - I I i I �� - '. -, '. 'm . 'io - . \ TRUS, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS OROYM ON OR EMINATING j'-�'(, --, ; - ,,.I r , ., . ,---' I I ____, '. ", .. " ,. . . * __ ��_ , . � , � FROM LAND; NONPUTRESIKE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE AND ,. 1, Jl�� " .�,� �'. --- - - - - -- - .. � -, �,; "'. , - -i; ,,, i � 1,0 ki, , " I Lj�. - I ,. ., �; I -.1 ,, ., �-r I � .: I.' I , - _j.' "i - . - 1� " , w 111111 AI&AA&Aj As carl lot w "ruLlf, ftl iyorelfilil r Clu lf%t ul-cf1i ir%c no ";Vilme ��,, , ,., I . .', � I �, ,`� , . I I i�,' 4 � 4k, I 1\ \ , I-- ____ �_ — — __ __XA(w21_ - :�`, # I . � t � I �,�'�'�, . Al. N%111 I '1110 I __0 . �I � � � w-d"41" I . - � � I 1% , . �,� I �. , 'i 4 ��:.�4�. '- ,j I - - I F - — 4 " .,,� 4 "I- k � i; . I - -1 � �, 11 ., , : - N F ,;. ��,, ."Wi4e-.4.11-47. 1-1 I ., -1 .�, . I . .., . . . , � ,,, i� iI.'' i;i,.__,- . .1 . � , � ,� . .. , ". �: '.*-t'� �F - , f-A , , .\ c�, -� �, " " - I I V , . � .. , I . .t � V *� -, _1 �", 4;r'.4. �_" - ; . 1 , ') 1, 11. - f, " � _. - I I i I . .1 :,",., - �. . -1 . I SHARMA - 6 ALL� SnAWS TO BE OWKD ON ilrf. STUMPS NOT CIF111111*0 SHALL BE REMOWD FROM I -0, , , , . , lb". '4 '# ,.�- ", - I - . � - - - - _ L I \ 16 . ___ lilt, NOT &~ - - ": �-_ -F�� -i, , 1. �,,41.j,.. - - 4t � 1%.,�. I �, - . I .- -1 L , - - to 9w - .I. . -.10c � , , _: .,:. � ,,� , I ,� - " A. -w, , . 441,4' � . . I to ,_ I ___� I I - ,� "_ii '. � � - � . . '. o� " k �1,1 �� -.� 4 ���11 i; , I I ::i",f ',�-. , - * w ,_ w -, i I I,--,-- - I �� . 1- . . � . I '. %. �, , �,t�;'4 , " , 1. � : � - , - , , , . � , , I" , '. " . . . � . � ,,�,.� , . "' , , - , , , I to ` k' iz, � j -.- �, - ,*, - . LOT #104 ` I febl1w; kjMjr&% ^14 OWTW ON 14'.-� IN -AN ARE TAKE* rROM AVAILAKE INFORMATION " - 1- .:,� � � \ . � '� �ji.ic(�, . :�� �, , ,�, , 1: . �,__ � ? *- A ..., I , � " I:, � - . �, 1-11 I , t - � . , � I, - I __ . iz � . - ��, .-, - � '_ "4 (AVIVRACT(IN It TO HA14 C*Sftg UJIUTIIES F11" VEWW P*OR TO CONSTRUCTICINI,'i "A -`;;�hl I I i, � , -, I � ., � --- _ 4 I . ; � '. ��, .1 � , � I ';I � 1; \ �, ,,- I I I I ., -'1�11 1� , .- �_, \ � . 411i '. t_ . L, �, ., , A '1� r �;A � I . . - 11 W 9111CAVAM16, CONTACT 'CA" 11111117011119 YOU M' AT 11-00-022-44-11114 "O'x. , - �1 � k i�� , *! . 1 . " ��Of � , . . , . X . � I � I - � I I., �*' s'. � , � . .. � -, - . � , " ,;k" 'Ap, " N/F _6.� .. . , . I . 1, - . 11 � . 0, , ,�t �_ . - IT", -,e ,, ., ". . "I' i i,�.I' .. � �� - - , - - j�,,,,, __. '1� . �,. � t %. '111 . ll� "JKCT gilt 13 1401 LOCATFD WITHIN TK 1100-YEAR FLOOD PLAIN ,�z" - � , , *1kn LYONS et� � � , - - . ), 1 , �' �', �' ,� . . . .� . \ �,ri� 4 n. - I � ____ .� , * �) - . - � , . - :- �;i .�- - ,-. : .. " � I .. %�, , - .. - - - - I - I - - . . , %_., �� , .- __ LEGEND ,,�- !.L��i , � c- i" ,� ,,� . .1 .. I.- ,---*' 1, 12 THIS LINE M# AN OMOINAL UNt AND IS THE BASIS (* THIS "DIVISION . -, 4 ". - , I - -.-- ----------- ____ __ - . � . , .. I '�% '-, - ,A4, .", .'....'."", - - � I.. c;�. 0 1 - LUI #27j � . , I � '� -� -.'.' - �� - -t�, I 4��.,i,. . " \ , \ - __ . IN ,_ , ,,,,,_.�7. - . 'c""I". .- . - -I \ \ , \ . I 4 WK-A!" OW DR14WAY WITHIN 30' EASOANT TO MINIM ArL RfMQVAL OF EASING 11RIEKS. �' _,,,� ; - L; . A - I ,---- — ---, 401r, -11 � (11 ipm PIN] Tn Rr %:�PT - _____ . . ;� ,, � � � 0 - __ . _ ' ' ' ' - __ --' * I _, ��, � If, �'__ , RMW AROUND t)44TIN(s TR[IS, AS - . , -- ,,, 11*1�,, I - " ". I �� 1\11 ".,Q t , __----- f 0 - EXISTING IRON PIN i. % Iii �, , ;4,*.'� EAW.WNY SHOULD ft 04M L,0CATCD TO AUQW FOR A 112- "" 1111011111091117K DRIVEWAY TO i _-,',�C '�""" ,"I .' ' "' I __ NIP 9 , t L �, � ,,,� .. � .. . ,. - - j I -L' .., � -', " N . - - I `�'� � - � _\ - ,_1'14,�_ - , '. . .�.', '-, I I �;, /. - ,_--- I . . JOHNKOSKI 0 MONUMENT TO BE SET 4�' �b"-j�'- � ,, ", \ - - \ � '" -;,_;i k V� �"- " `* ' "' ' j -,,. -.,. ", 1, , _s� - .� 11 I I � I ..T lti_.4-, �?. - 'V� - ..__4f-,_ "' - � - % --- \ .�._�_ - , - t4 IFUUMIDANION'i, 10 0 1QUO"D 01H SUMP HM *M PW AS REQUI11111111m '14v: , " .", ,�'t I'$--'.. . *.-.;,. I,ri,_. � it . . \ V" 11 _ 'L,'-5'75�"_,." - 44 - - Aj'6_','f.',.%.:.', " ---' \ _1 N - - . - ,---- . � LOT #1 05 0 EXISTING MONUMENT , I . -f 01ft* POWOMPONALS, INC 8-10-2M. S*HTLINE I . %I 17 � �, L"k,�, � � ;�f I tl,�� -,, .. , ,.;lll',, � -�-,A \ (") � - ,I---- - - - - . - 1_�� ru� EXISTING UTILITY POLE 10A �PWW 44 Kt I OFF " i DL-E OF PAJAO 01111111-4 AT TW COMMON STE DRIVE IN , 4 -t, " , . zz'- " -. I. A, " �, , - __11 )* k**1W4 *MILINE WILA�.L*E1w I .I I--,--- Arr�= - _. ..g.,,1`11 %_ ..-, \ I --- . �!� ., 1- .4.1 , __ W ,� I 1 ;4. e.�', -_ I - __ . I .. . � � .; � , 07- A �., ---. � � �, � _5� Atfl WIIN CONN 0 (; I �, I AND � w, SW7 00TAN= ", 4e .�-*t I, :�i� \ __---- F(WWO VAEP I" T - 2b M 11 j+, - I V I " � -9 . -, ,� ".1i. . � ��.: f.f.; , ." W - 1. _,___.:� 011 = =0= = EXISTING CATCH BASIN AND PIPE �;�T 4�. ". � - ,�� . -z .10,0p, . , , % ! .. .� � .1 1 40 1 , - , ,.�_ 1 .17.� , -�, �, '��, .. I -, I PROPOSED YARD DRAIN AND PIPE I � ,?tl? * - ,� �. " . ',�� 0— , ! , - ,� \ icil i r� nI� , � I, .N1 . y . ,c� i , N. � : - ,V.11 �.� I tL;.- - 11111111,1H 0040 I" icc, jb M I . I . .�11 " I , � , 11 , . .., .� , . . . * j,1D1- � - ' ..- �TZ,;, ,� N�m;s,�,-, " �� , z� , "I., - . ia"* . � , 'O". A01011411111's; 40F . . �, 0m. 010 r 1111110 ') .i . ,4 , .- - -1-* *. � - 't -"*' I - 11. 1____1 __1( �,_ '. �,_ \ - I r,. *, ,,, I � "; -A, I - .AV1, . -1. . . - 4 ._,;, _ T,� ,#,.-.* I . ANHOLE . , . �, - . " . ;�e , �.. - , - � , .- , 1101 11101110"/4041 Of IM"i .. I . . � , ,c� 4, , , 4 ";0; , _. . . F. _, ,, Aw - � - ___ , , Z 1, . " , - . .1 I , , . :11 . ", ,4, 1 6 ... 11'.� � 7 z , 0�h . , � ", ? . .311� i, \�� I----- , � . :� , I, I . . - ... - , . _____ = =4S)-- = EXISTING SANITARY MANHOLE AND PIPE .."I, .., ' ' ' 7� _ , , . I - . .. ,. . i -r I . , * .. � I . ... ,_� . I � , L".1 ". , .." . , 41 _� ; , . i 101; � 1 ��* ., I � - I. . - , , '. I 7 . . .. - , I- ,.- . , ,� i i. "', :, �,, �,'7 4.-;�-, ., . . ". �_ , I . ." 91; I 1� �0 , , .t -4 ,V. I ._,- . - �;.- *, - . �:, - MAP 49"IlIKIN(Ali, ir , -- '. " ,t , � , �> PROPOSED SANITARY MANHOLE AND PIPE . '' . .1., . , , "V, *...-'..: , I - , . , ., ;,-, -.r,, ��7 , -4 -,? . - �Z�it� 't, e:�� , - -� , ,.,,; .. , '. ,0i4",�',o,,;i-4;�-1*gj 11" I g�� ,.,�� Woit_��, ."'.1 - . , , , ,,!. �,'�.!..,,��:,� I :. 19 I . N/F ., � _� � 1. '' � spw,v MAP *40VANO PpopfRIY To W. CON14YED TO WWAM WAM. SWTH WINDSOR, CONN.. .%,`--� ' .. - i , I., _%Z.',,,,'�,,,,_Ii��, \ . . - I , I, .-,,,, ,it - ,,, � ?Lf ". 11 — S — SANITARY LATERAL " -'s�-7., 0 J` � ,,� . �7!-_ 1 ,� IVAIA 0-40'. DATE I 101 61 L*AW1IN0 NO 2165. NY IQM WCHESLOff - : " ,, , ,� t� e� AVV %z N - 0 1 -1. '. . "I. .. ( " , _4� � C -i - ,�nvzi' . . , I .�. . . : . 1; i" LO 1 #26 \ , - - NIF ' ' R PLAN MOPOUD ADDITION 101 PA"R DRM P1111FIPAPED FOR LINDA CLOUVM. SOUTH WINDSOR. I,�,'. .I!- �-_�, ,,, " . � . A I � _f -, - 1� PILL AA . \ __ �111. �/ - -'- - 7 � - - � 1 �4. . 1.�_ 111- - I - - - _ � I - T - L "I ,;�, ... - iI _ V SUWAYING. __,_-__'L_ ' 1 1 �j . �, :, , 4 . , . � 11 - CAGNA 'ZANO_ �. 1� ,;, i�* "; � 1. , � , , I OOW 4113-Bilill MAP W 0016-2 IV AISCHUMAN , ., twv�,,� _'�,011v.:ct - f .", � ; . , , .. ,�.� .-, . ., ,10. I _ � � !,'_.;��,,.V,..�-- . , `1� � 0 1*1 * . �- lr� Ui�_11 . . , . _ , - , 00 � ' ,., �, . " "". '01� ,. 0 __ " 4, Wo or VA"y At* I ONil, CLUNGMIN RW SOUTH WINDWR, C".. PROPERTY OF EMMA PALMER I � 11, I 4 . 14� 1,411 .. 11,,Ic - . - t ,' ,,., to ___7 LOT #106 I " . I , A'� , ri - � , � . . . - ___ ,F , ,*' � ' N - '.V I j . � -, I, " `� -_ is RM"01 POAAW, $CAU t"-W', #MY 1, 1940 -- 14AGMN L. GRISWOLD C�E. �...,., ,.�4_- .'14_1� - � f, . 40 , - ,f�_.. 4 .$, �,,- 71 .. .., � 1. :. k:,, . IP ___ on - , , �,'^- , "', " �, � i�,.;;� 0.15' CAST � �, t.- , . : ,i "� . �.. , �, __ , * , . . % t MANMING, SOUTH WINDSOR. CONN., SCALE 1*-100'. APRIL 21, 106, REV, _ _-��i,-_4' � �_,. _��, .i-,;1�,.r4` �, '.. , 4 PROWTY OF VKUAM , 1, , �_ 4 5 , �4 - I IIII , z., I", .I. -00 it- ,,p � " -;. 0 16'SOUTH __ I.- , , , � - ow - I � 4 1;113- �i' , I Ali, -11 - -�44,v,�. :�.' .�. MAV it It" C1011 W 11111111"s , ic's A � *w,. . ��j.;,��V..: �, -, --: - , K " I - I , j,-_-`,, -;' . I - , - "i 1j". '. to ,ft1.j*44,.,i1, - 11., - '� 1, " ;cF. ,%jee-Aw �',,� -, "_z,j-,z �,�'. I 00 .* I- I 11 - I 11 -, . , ,,, ��t�� .,. -�Sil,., jk ;j ��O. p -,.,- .� to , - � �--L!*q', 10 �, ,� - , . , Zx,.,-'.f-.-t;� ,i:,If" -, '.� � 1__�_ � , � xi; ,.�v ". , *-,q N _L`�_� � .� - ""' 'j " .1 I I - 1;,� . , ,�� . - , " . .z .4. �Z- 14 .,f,'.'T1",., W,�, . , . , �1 A --I - 116-11 - 11_3��'- - -W � . --' v . ��. ., . 1. - . � ____P - -, 10, � U * " . ,- �_�_4 ., :A., , 'T % - "', - jliv-, A ." I ip .41 I.;j& .Z %1n, -W-- , . - or �,� , ,� .1: 7�*A �0. �m%PW " - -3140- - EXISTING CONTOUR - --(aK:1-- PROPOSED CONTOUR X330 .11=_ SURFACE DRAINAGE FLOW DIRECTION r isi PROPOSED HAY BALES L J I I I I I I SILT FENCE li`,�? -A - _4 "' 4 1 _'_ 1111- I .,�' 'k..i�--,;0.9,�,4..I,tj,.��tii���'F�����4�JK"li-V"&-�,��,�'��-"17'4:�-,;-E'�"'X-'- I--,,- ! . . '. - , I - SOIL DELINEATION LINE ow - � _ , ,I N-131 ,. I "I . . , , L- -, f" R*�L*I-Cmi-*4. , , _M�V! .6 - --".-.-. to r � - I I L I UNLESS OTHERWSE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMA*nON, ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL. UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION, 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRFSSION SEAL AND ORIGINAL SIGNATURE OF THL PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 8-10-01 PER APPROVAL COND471ONS KMI 2 7-03-01 REV. DRIVEWAY LOCATION KMI 1 04-02-01 REV. PER TOWN COMMENTS KMI NO. DA TE DESCRIPTION B y �HIS PLAN IS FOR SEDIMENTATION AND I GRAPHIC SCALE 1 4� 0 20 40 so r__ r__N /-\ t I /-\ I, i /--\ /-\ 11 I _T_ r-IN /-\ I /-\ K I I \ / A K I r--\ I __F N I /-\ _T_ _T_ /-\ I I - I- __ - __ - I LNU'�)IUIN UUIN I [-�UL UIN L T I /AIN L) I I N U I I U I IMENE 00001 IMENE ( IN FEET ) BE USED FOR UTILITIES CONSTRUCTION. 1 inch = 40 f t. r ,, �,. 'k V I I ft 0 - - NIP \ -- _V_ --- — YOUNG \ I 0 T #2 6 \ ;� 40 '_ 40 `If�, __ - � . �, 00 40 ON, ip - w 0.15' EAST 0.16'souTH - to ... �_ . ----I "___�_1110 40, W, . __�__ - fl;l� _____ so 100 - I I ,(_4 ��0000 I __�, 40** _0 I 1( I -"r,., - !*O t k .`., ----__ �,� - r 'It � 40) , ��Cl� Ap` ,� � 17 ,---", � , 1�� - . � _ - 11�_ 11 - low ,e� ,4 Tb,b - * 11 ��� 7 -0, 1) �11 I 0�w_ EX. MON. A 10 . ro�,� ��_ - 1) I . ,� , . , �,, -, ,:-, . . I ;4'. - f"; i,i r1--4" . I . . , F. I . '. . .1 I , - . � " , , . . I 11 � - �t_ \ If I I I - . . , . � I � - �?, � , 1l.:1 - . , � . ;56 \ 11 . , .. 1. �11 ,It , ,:k.,;. i' ". " ic '% . � . . , - ..r . 01, - I , �: ., !-, \,>,- x- - - I i. .. .1 . I I : " . �, - ! v;, i � 0'5 Ro I----- . . . . , _,�� , I - I - � - - �, ,.� . . .- _4 ,_ � � . I I -t . � I . , � - ,to � - I . - 1. � - _�'. , ".. . . ,�.. �. -1 - I , 1:111? 1(:�) I �,_"�., 4 ',- , ,,�: , � . . - - ,.: -1 -, 1, , I " n , I - I I , � In I �:�, . :, I _e., ,_ i �- I , " , � � t, , - , - _ . " .. __ �.. . .. . , _ , , , - . 1.."F , I.- . - . I .. . -,,�', I � - - . I � I . , � I � : � �J. �, , , _� _t� - , � I -,.: � . I . - " �' " ". � 11, . - I , . ;�6 , , 7 '�.*".,01 t,!. __ ;i .i. I I . .� . , , �, - I , , * I q. -1. , * .- -, . �� . - - �. - - , * - - �,;'� 4 .��, . I . 41 '. � ,11 , 4, ,�, - .Ii� , , ", , - 14.1 - , I'll. , , ,.� : . , I I ,�., ;�, " I I , . , � . .. :_1 -0 �.��, ;el"c"' I �, 'i � , .. " ). . '_ � I ". � . - , " , .: ;� , � I , , � ". - . Is 1�, .:, � ", � I - � . .�; _ . . � . z 1- to*' . .i 17" ;1. I . -11 '' , . *, F� If _mc�- 01 � 0 , " ,-, 1, .,4�`� , " ,I ,f,: )-� ,-Z�,._j�_'_ -e I '. " �, .t :1�1 . 1. r_1V , I., -,� � I , 's I ; I'll; I - .r 1I.-I . - - .14 _ ,� , , - - � � . � 'r .,_�_!�.. _ . . I . . , '' t . � , ., 1 'lc,k:,_�",,,..7'. � . , , .�. � , � ... I . 7*;�; '11 , " * ... � ,i: 'A , ,I., ,� 'I � , . t .. '- -� .. , :,I�, ,!. -` . � 1 45 i '. . 1, 1:.,"I li-� , , ;� . 'r , . , i 7 . , , *.,`,-`�' 1�:7_i; , �. , .... it . � ,., - it", -,, _.','.� ,�.�� - ` I . 'A t " tl:� " 11 . . II 4, `;c . � - - -�, - , , " � I .,. 4" -,.;.' "k, . I I I :�, ." -, I i . . . " � � � f . �. ,,.�' .�,� , �� " --- � ."i - , " i ,;., m, .-�� , , I , lk, I " " tcc� , _*% 0S, � 4 1-1 1, �11 �_ ,^� 1,04- � :� ! !�' . 'iK", 4-� I , - _�;, . .4 It, . . I . , . ; , �1 , A ,� " Z -c-!,k.�j,i, , -, � -,, �', � I-, � , , , �, - 11 - i , � . I 4 �_ . I . " 1 _4�i% ____ - - - - j MINIM ___ - 1 1 IRING118-00H Ao 618DONFIKITA701m esign ___ � ___._ 1CFrof 6-ssionals, inc. 9ESIGN: KMI -7 DRA *N.- KW I CHECKE,O.. G8S 11 I Civil Engineers - Planners I Surveyors I CIS x8 Ato: 99— 1245 1 DA 7E., F-ebruary 2, 2001 1 65 south satellite road - south windsor - connecticut 06074 DRA WAIG IVO.: �JOBS 'i, 1245 � 1245— 5. D WG L INDA V. CL 0 U TIER 1.03 ]PALMER DIRRVE SOUTH WINDSOR CONNECTICUT m SHEET 77% ,/ 0 6 I w A IISEEDING SCHEDULE EROSION CONTROL NOTES: ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4* MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE 'GUIDELINES FOR SO4L -10-10 EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. Z STAPLE THE SILT 1. SET POSTS AND ANGLE POS' EXCAVATE A 6*x6* TRENCH FENONG 5* UPSLOPE TO THE UPSLOPE FROM POSTS. END OF THE POST POUNDS PER 1000 SQ, FT. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES POST SILT FOR STABILITY FENCING AND SELF PERMANANT VEGETATION COVER DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY, I00-OW GRAK CLEANING PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER ANID/OIR THE PROPER LOCAL TOWN AGENCY. 12" MIN 9 9 STORM SEWER USE THE FOLLOWING MIXTURE: SEEDING CATES- APRIL I TO JUNE 1 AND AUGUST 15 TO SEPTEMBER I I4. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED KENTUCKY BLUEGRASS 45% TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS STRUCTURE CREEPING RED FESCUE 45% AS REQUIRED. 9 STEEL BAR -- PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1.000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED 5. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. WHEREVER POSSIBLE 9 TEMPORARY VEGETATIVE COVER 4 W 6. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED NTH AIR-DRIED WOOD CHIP MULCH --N-- FLOW 3 ATTACH FILTER FABRIC TO 4 BACKFILL THE FLOW 4 IFILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9 SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 g FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. ANNUAL RYEGRASS 100% 9 APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH 7. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY, ANCHOR NTH TWO COIAPACTED-� OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 2"X2"X3' STAKES BACKFILL IAT 2 TONS PER ACRE. TIvE COVER IN EACH BALE DRAINAGE SWALE VEGETA ISEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER I ITALL FESCUE 50% I ---D19C" CF ftW RED FESCUE 50% APPLY FIVE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ALWt. �.4 IF INSTALLATION AT CATCH BASINS CONSTRUCTION OF SYNTHETIC FILTER BARRIER LAS" N.T S, -FINISHED GRADt z 1AP --6* PVC 'T-WYE' DEGREE BEND \ -,,,__3/4' BROKEN TRAPROCK UNDER BEND TYPICAL CLEANOUT NOT TO SCALE I44, IICONSTRUCTION NOTES 4 -REETS/ AWN/ 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES F L LAWN/ S1 STREETS/ L PAVED AREAS CROSS-COUNTRY EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERV PAVED AREAS CROSS-COUNRY 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY, 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SEWER MAIN LINE SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL STANDARD PLUG - PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN '4" i 747 M in. : _: , "I � I TRENCI UMIT-, AGENCY � - I �h, . "' , , 9' 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER - - . I Approved granular non -organic backfill 12- POSSIBLE. FILTER FABRIC 0 0 material placed and compacted in one 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH I12" (SEE NOTE) 12 foot (max.) lifts. OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE TION & ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUC IF DEEMED NECESSARY I0 0 0 OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 4 0 0, 0 12" 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN I12* SMD MIN. GROUND 41 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. Warning tape per Conn. General Statute 0 - -4- .0, 345, as amended, placed 12" STONL STANDARD BEND, SIZ section 16 (min.) to 24" (max.) above the top of kRD WYE, SIZE AS RE the pipe. 0 2"x2" W( I2t zz 4"xex 0 Bank Run Gravel fill--. 0 FL 0 placed and compacted 0 Sand Blanket in 6" layers. No stone Vic F larger than 1 1/2". 14 EXISTING GRADE IONSTRUCTION SEQ ENCE Material shall meet 12" 12 -Pipe, as specified PIPE IN GROUND WATER 'A D.O.T. M.02.05 1 INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON E P AN. 3' MIN. NOTE, ,k' 1/2 O.D. SAND BLANKET 2, CONSTRUCT AND STABILIZE DRAINAGE SWALE PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM. 1/2 O.D. DRAINAGE SWALE MUST BE STABILIZED WITH LOAM AND SEED PRIOR TQ LOT CLEARING AND PIPE PIPE 3/4" Broken Troprock 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG 14-46 FWARNING TAPE HOUSE CONSTRUCTION. 3/4" Crushed stone bedding material 2. FILTER FABRIC SHALL K NONWOVEN 1/2 0. D. in rock excavation or as directed by CLASS 2, WITH PERMITTIVITY OF 1/2 O.D. 3. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. PIPE PIPE -1 Ithe engineer. The material shall WN ON y-4: meet D.O.T. M.01.01.21 for 3/4" 0.43 mm TO 0.22mm AND SHALL 0.5 TO 03 SEC AND AOS OF 4 REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHO MEET AASHTO K288-96 THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH 6" M stone. Backfill to centerline of 6" Min. in VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING pipe when using Polyethylene or 6 SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS A.B.S. pipe. 5. GRADING AND FILLING OF SITE, AND INSTALLATION OF STORM DRAINAGE CAN BEGIN. IIO NOTES: 12" I \-3/4- BROKEN TRAPROCK ... .. I12" 12" 12 K 1,�' 6. PREPARE SUBGRADE FOR PAVING AND PREPARE DISTURBED AREAS FOR Pi Pi 1. FOR TRENCH REQUIREMENTS, LOAMING AND SEEDING. SEE TYPICAL TRENCH SECTIONS DETAIL & --k* PLACE PAVEMENT, LOAM, SEED AND MULCH OR HYDROSEED ACCORDIN TO SCHEDULE PROFILE SPECIRCATIONS. 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR TYPICAL SANITARY SEWER TYPICAL STORM DRAIN 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) EXCEPT SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES. WHERE THIS IS IMPRACTICAL OR *iERE A HARDSHIP TRENCH SECTION TRENCH SECTION WOULD BE CREATED THEN PIPE MAY BE LAID TO A IGRADE OF NOT LESS THAN 1% ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2001 NOT TO SCALE NOT TOSCALE ESTIMATED COMPLETION DATE FALL 2001 TYPICAL BUILDING SEWER INOT TO SCALE I& V k.N t. IISEE CAST IRON MANHOLE SOUTH WINDSnR STANDARDID ADJUST I'D GRADE WITH COURSES ADHERE CAP UNIT FRAME & COVER DETAIL TO TOP UNIIF W/VERSA-LOK (IF CONIC BRICK OR CONC. GRADING RINGS FRAME AND COVF;Rz (SEE NOTE ADJUST FRA*E TO F o L3 C 3 Col STORM MANHOLE CONCRETE ADHESIVE VI TH CONC BRICK 0 ALTERNATE TO 12' S 6 rl I P' MIA, STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) 2- 041f-u- tOK (T7P.1--\ 'RECAST CONCRETE UNIT 2 2- #4X4! - If LONG (TYP.) 4, OR 4' RISER ISECTION AS REQUIRED ISEE FOR DETAILS, ELASTOMERIC COUPLING ALL JOINTS TO BE &///A I F -- � , �* . . � - To WN r L 15. W71 ALL JOINTS TO BE 11-1 FLEXIBLE POINTED FLUSH AND AND /-PCINTED FWSH FULL 4�0 FU" MANHOLE SLIDEVE L 4' 2 PRC CAST CONCRETE OR PRECAST CONCRETE OR Iwcgm, W30"y L"T5 (MASONRY CONCRETE MASONRY UNIT UNITS) CLASS 'A' CONCRETE OR BRICK MA 8 rA N 1 SELF-CLEANING INVUCI "F�INV6T EL L '11I UR BRICK CLASS 'A' CONCRETE-----_ UNC INVERT. PRECAST SILM OR SLAB -,--�OR EQUAL) MOO PSI 4 OF 3/4' CRUSHED 3/4' BROKEN TRAPROCK 4 I + slow 6' OF CRUSHED TIIN� ELEVATION NOTES; b"- I Ir 01A. I MINIMUM DOVER OWR TOP OF PIPE ADJJST FRAME ELEVATION W rH CONIC. BLOCKS OR MCKS. 6' TO 12" r- �� MANHOLE STEP (SEE STANDARD DETAIL) SLF JOINT DETAIL (BELOW) -BITUMASTIC DAMP Pjy& TO JOINT SHALL BE 2 -0 FRONT ELEVATION 2 DEGREES MAK- NOTESt SIDE ELEVATION COLD APPLIED 2, WALL THICKNESS SHALL BE BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12' 1. I*&" CO*R OWR TOP Of PIPE SUFFICIENT TO MEET HS 20 LOADING. SEALER ROUND RUBBER BELOW TOP OF MANHOLE FRAME 3 WALL THUNESS FOR SMCTURES GASKET JOINT COVER ELEVATION. WALI Il1HlKANL%SHAUFk OWER 11 HIGH IS If FOR COMTE 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, '01,1UM TO MEET HIS 20 LOADM BLOCK UNITS. NSIDE DIMENSIONS CERTIFICATION OF HS-20 LOAD BEARING REMAIN THE SAW. SPIGOT BELL REINF ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE W IWMWSS FOR 4. ALL PIPES SMALL HE OUT FLUSH WITH TOWN ENGINEER FOR APPROVAL PRIOR O*R It)' WjH IS If I OR INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. 3. SEE MISCELLANEOUS MANHOLE DETAILS GASKET JOINT TO INSTALLATION, WMAIN THE SW SHEET, 4, ALL PKS SHALL IN WT FLUSH TYPE "C-G" CATCH BASIN INS& WkL� NOT TO SCALE DD�: T DC A C -IKIC'n0r'C-n �;TOPM MANHOLE ICONCRETE MANHOLE NOT TO SCALE 4 I4 _A 1 WNICS'q 0THrRWI% NOTFU, UXISTING L)TRITY IN r- VI N UN t0CAII0N!i AS SHOWhil, ARt BASED ON AVAIL ABLI. INFORMATION. ALL EXISTING UTILITIES SHOULD I �IELD VIERIF10 PRIOR TO CONSTRUCTION. IIL ALL UTILITIES ARE I'D BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 7-03-01 ADD CG BASIN DETAIL KMICONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT SEARS THE 1 04-02-01 REV. PER TOWN COMMENTS KMI IMPRESSION SEAL AND ORIGINAL SIGNATILIRE 1111- OF THE PROFESSIONAL ENGINEFR/SURVEYOR NO. DA TE DESCRIP77ON BY 1-i (VA) \,3 C3 0 Cy 0 00,0 0 C, ci cl 0 2- 1 1/,' HANOLW. SECTION B-B CAST IRON FRAME NOTES 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE 2. SANITARY SEWER MANHOLES SHALL BE EOUIPPED WITH VENT HOLE IN CENTER. CAST IRON MANHOLE FRAMEANDCOVER NOT TO SCALE SECTION A -A CASTIRON COVER 860-291 8755 esign ofessionals, Ind. 11. Civil Engineers - Planners - Surveyors - GIS 165 south satehite road - south windsor - connecticut 06074 VERSA-LOK MODULAR CONCRETE FACING UNITS-%, TYPICAL CAP UNIT ADHERE TO TOP UNIT VERSA-LOK MODULAR CONCRETE FACING UNITS , 6" CT D.O.T. 2" STO OVERNE TO BE PLACED C MATERIAL;�4*�7` FILTER FABRI X t 4 ANTI-TRACKINC APRON not to Scale PROP GRADE 3-1 MAX EXISTING -12'-(COMPACTED) ROLLED GRAVEL BASE A FILTER FABRIC. MUST WE CTMOT SPEC 1,40601 -26 '�ECTIO 12' GRAVEL DRIVEWAY NOT TO SCALE ,- <COMPACTED) CLASS 2 BITLO41NDUS ------CDKRETE "FACE: COURSE (OR EXISTING MATCH EXISTING. IF GREATER) M 04 PAVEMENT -Q4 =MPACTED) ROLLED GRAVEL 4 BASE SECTIO PAVIEDI DRIVEWAY NOT TO SCALE SAW CUT AND SEAL MNT WITH TACK COAT M 04.01 V OR 1 112' (COWACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 e OR 1 112' (COWACTED) CLASS I DR 2 BITUMINOUS E INDER COMSE C OR MATCH EXISTING, IF GREATER) --(COMPACTED) ROLLED GRAVEL 4 BASE. (COMPACTED) PROCESSED GRAVEL SUBASE OVER COWACTED SUBGRADE cOR 14ATCH EXISTING, IF GREATER) (TRENCH BACK FILL) K02- GRADE, B (OR PROCESSED TRAPROVK� 12" Ma 12" NOTES MIN. 00-TH MIN. I. ALL SAW CUT AND SEALED JOINTS TO K EITHER PARALLEL VITH, OR PERPEN- SEE DICULAR M, THE CENTERLINE Or TYPICAL THE PIPE. TRENCH SECTION 2. ALL K46TERIALS ARE TO MEET FOR" 914A, AS AMENDED SECTIO NOT TO SCALE A PERMANENT PAVEMENT PATCHING DETAIL ALL WORK VATHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, INCLUDING. BUT NOT LIL41TED TO THE FOLLOWING: TRENCH BACKFILLING: SHALL BE PLACED IN SIX-INCH W) LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING. IN ALL CASES 90% COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARE TO BE PROPERLY BACKFILLED TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SODDED OR SEEDED. GROWTH MUST BE ESTABUSHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT, SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER UNE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS DIRECTED BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10"), MEASURED AFTER COMPACTION, OF SUBBASE, UPON VMICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6 ), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE, UPON WHICH SHALL BE PLACED THREE INCHES (3-), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE, COMPACTED TO 95% DENSITY (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED. BUT NOT TO EXCEED SIX INCHES, OR WHIEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE ) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE. GENERAL. NOTES AL STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID IGNMENT BENCH CUT ALL EXCAVATED SLOPES OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4 SITE SOIL ENGIMER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT IMPERV12US FILL PER THE DESIGN STANDARDS AND PARAMETERS. MIN 12 THICK 5. SASE %iALL CONSIST OF COMPACTED SO4DS AND GRAVEL, MINIMUM 6" TWK 6. CONTRACTOR MAY OPT FOR A CONCRETE FOOTM CONCRETE FOOTING SHALL IQ 9 ) AMU %,VMVM�Ir�U EINFORCEMENT RETAINED 13ACKFILL SOIL BASE WU NOT BE LESS THM 6 . �w I (SEE NOTE 19) 7. MIMWJM EMIMMMENT OF WALL 9MOW FWOW GRADE SH&L HE 12' FOR WALL HE04TS FROM 4 FT ANID UP. 6' BELOW 4 Fl. UNLESS SHOWN DIFFERENTL 10 8. FOLLOW APPLICAIDLE PROVISIONS Of THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WR4TT1N SPFC11FIC-ATIONS. DRAINAGE FILL 9, DRAWAGE FILL 12* THICK SHALL K INSTALLED BEHIND THE WALL TO 12* THICK MIN. WITHIN 16" OF THE TOP OF THE WALL APPROX. 0. WHEFIE ~ TILE IS USED PROYNDE OUWS 0 MIIN 40 FT CC EXCAVATION II- BACKFIU AND ODMPAC7 IN MNIT OF THE WALL AS WALL IS IINSTALLED 12, COW"ACT" TESTS SHALL BE TAKEN AS IK WALL Vi INVALID. THE MR*" NUMBER OF TESTS SHALL K DETERMINED B� THE SffE SOLS ENGINEER 13. COMPACTION SHALL BE TO 95% OF MAXWUM STANOW PROCTOR 09NISITY 14. SEE ELEVAT*N FOR GEOGRIIID TYPE. LDWH AND LOCATM REOU10M. 15. GEIDGM 94AU W THE TYPE AND LIENIM AS SHOWN. PULL MCM TK>1T PRIOR TO WXnlUJNG REINFORCED BACKFILI 16, PROADE LATERAL DRAINAGE SWALE TO DIRECT FLOWS AROUNTI IHF STRUCTURAL 95% STANDARD ENDS Of THE WALL PROCTOR DENSITY 17 ESTABLISH TURF AS SOON AS THE WALL IS COMPLETED. 18. FIN& WALL ALIGNMENT SHALL Of LOCATED IN THE FIELD, 19. ACTUAL WAL DMN INCLUDING REINIFORCEMENT MATTINC IS 10 BE DONE BY OTHERS DRAIN MILE 4' IDLA- By OTHERS PIRIIOR TO CONSMCTION OUTLET 0 END OF WALL OR 0 40' CENTERS MIN, SLOPE TO DRAIN (1/8-/Fr.) W/FILTER FABRIC 3 5/8- W KOM PAD 6' MIN OPTIONAL SPUT END TYPICAL SECTION -REINFORCED 31,11 MODULAR CONCRETE UNIT RETAINING WALL SCALE. NONE 16 .. ...... Hw um IMPERV19US FILL MIW 12 THCK APPROX CAPPING DETAIL TYPICAL UNIT EXCAVATION SCALE NONE UNIT 01:tlh�6 WAU DRAINAGE A LL GENERAL NOTES FOR CAPPING 12' THICK MIN 1. ATG EN11 TOP I F I 1 S I 11NIO VC 01*( A DRAIN TILE 4" DLk 2. S D WALL U Evy UK I 1P 3. IMINCS;i WALL END 00 1 % OUTLET 0 END OF WALL r ;MAN 15" W10t OR 0 40' CENTERS MIN 4. W MlAY B,� PrXE�NIFTLYFORI I 1 WALL 5 WAIi CAPPIN WILL EOUa rTyw /A Ah 4N, LEVELING PAD 6' MIN. NOTE: TYPICAL SECTION - UNREINFORCED ACTUAL WALL FINAL DESIGN TO BE DONE BY OTHERS FINAL DESIGN OF THE WALLS IS TO BE DONE 19Y A PROFESSIONAL ENCMEER LICENSED TO PRACTICE IN THE STATE OF CONNECTICUT THE FINAL DES" IS TO 9* SMIMITTED TO THIE TOWN ENGAWER FOR REVIEW WALI LA IAII I1(-,LND GRANULAR IFILt MODULAR CONCRETE UNIT RETAINING WAL[ SCALE: NONE ED WSIO(L WMINIG WALL SYSMS NAYK SOIL IDEW&S DESIGN: K141 DRA K?V.- Klvfl CHECKED GBS ,Io6 Ivo... 99- 1245 1 DA TE ruGry 2, 2001 DRAWNGNO.: \1245\1245DETAILS.DWG Off M-PROVED EOUAL IRESURNsSY PREPARED FOR L INDA V, CL 0 U TIER 6 nO3 PALMER DR RVE SOUTH WUNDSOR CONNECTICUT . . . . . . . .... 1 z E 3 _ 1 4 f 5 I 6 tE J t'(`, Ili, t . . r� X S �i «'', ti �' A LJ C SPHALT "af ROOFING (TYP-}__ Y/ Y 5' r _ - sh. r�. .m C V F' k ;. � -R �:tr4 sk> -'4r �1 t , � G;: is �?/ p - .,K , �...�-eta` 3GC ) .t 'y: v .� ;' 'k: � n z �� .vt y Y { �` PA' . v °� If ;I• 1, i "A 8 4r. •R : a i ,.t .( ' 7 ' L 1. 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