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00-28P_WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT SUBDIVISION_WHEELER ROAD & SMITH STREET
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I}. ♦ Xp-. °r6: 4S' '- _ - ay,ppl: `•v :` :r ,- �:t i'' -%-" - ' ,tom,'''. - _ - - - ..- jj L' j - - e Y WIC T 06074 _ : ., r S 0 U T H Q S 0 R C - _. — -..:_ -, _�'-'�- t t _ : _; ' u .{. ter,. % :'`^t f..•. __, ,.,bv-• a! :,r ._ - t ite Road - - - 165 South Sa ell _ ...r _ . - - ,! T E L. 8 6 0 6 44 51 2 4 ;, .� . '� .'. ,'. _ �----w- - ,,, :� �' C q - :. South Windsor, CT 06074 «J : w j-� r _ - - - Y,': q +� . 1� _ r % •r ` c' ' _ r - !. - a( r ~1 t` 3 l '-•t 1 ` — P •4 i i t t A 6 291 8757 a.. F�rT... , (860) 291 8755 F x (s o) 8 6 0 6 4 4 2 5 7 7' y, �: e FAX ,�4 :r�-"k —° - - - r 3 x: t .a. C ,. _I S- } : 3. mr= r- s 1• a. N ;J Z I: l' 4 i 'i fi _ _ f r' } - S 'Y4 L R^ i _ y•- w'A s. , i'- 4 r•; -. p,, - c - -.4' .. .. �. • ag a F - i ..:� i i,c s^ *y� e - t, 1 '¢ aT, :4 7. V�- 1'. �yit :l• :z, :< M 4 6 ` r r' fi,i:, Y: .d. .k: .r •Fr .!'1"'_ .Y. 'f` t, .d), - �y� t it zr..' c -., :._�: �. .a FY hp- .ca-.: +� .�` .LC, '��. •'a.a< ..•'�.t, '.� 'tS••';�o, .�,,,yy'- F,r.�. .!•Tr ! `'}� �•�'r - - - -- f . ,5 a i^-� t .,a is ., ! •� rt. fi , *, �t �r••kt`. :. r " P " -�: �i } # rf1 r t tr`Iµf T. r.,, 4't .. _; -'r r y ti -a. ' l,Q i e :r :� • , !y 3 ,° fin 5 , ,,,ma��•y, ., - . -'1. . , yy . ,, b ,. , .. S - P .- . 2 'e- •, 5, } J ...' .t." . h-y`J ,y. ,. .Jn.. y.;.. - _ C. 'F;T- ,... , w. .. ,.� i-. •1 + t.. .,, ,. r ,,. .F.+l}1 ) '.} -+ {. f - ♦'•, •1, ,y„ / f .,+.,!" ,, r _ j 1. .. -�. .. t, j-. /S• k ..h - . ,, .. - : - . ,'"i.. r ,a..,.,(.y,� .: a ✓,'{.r �,4 D•• • -f• x C'k^, 'l'�! ',1 ► ,�'-. F t,, •.. „ < 'C_ •, '1. .Yr� ': ,iy` #. '•♦ 1. l.rt-'1, .,1} S•r Y3 F a' ■ Montana Associates Architects Y , : x 35 Alpine Drive 4 rf South Windsor, CT 06074 x' (860) 644-9916 / µ e t. Robert C. Schechinger, Jr. ASLA ',. L , 1 ! ; ' Landscape Arc teet � f a r ,, a :T' 33 �7.0 ! v 4•;',, The Turbine House t, �: t�4 10 Front Street +s P.O. Box 246 s a V ' ` ' �jV r tY tx # �Y ,fit'; Coilinsville, CT 06022 0246 ,r' +_ '`, i Tel. 860-693-1025 , :*,' "', * -' Fax. 860-693-4832 ). :� ' Y4 ` ,• b r> , ' by, G,YYdyri 'f' y r ; :rJ ,;, !. C ''� , �;s A Ff QOD _` F> + it QOD r ` j;" x Q O D i 1 -1 1,_ Tas 6%aa0C�0Q`T a ti h � �� � , Y �. PLANNING • ENGINEERING • DESIGN " ''r, _".. rt'A {` ' z� � v � ��, �j3 a fi >r :•:, 270 Amity Road �L F. It �t "° < r>' .♦� ; Woodbridge, CT 06525 < > k m ;� + 4, k ,,i',' b. f (203) 397-3600 FAX (203) 397-3642 . 4, t,`,' " s i� °r' a "�� i �, `I'. ."- Tt�SE PRAWIN55 ARE TT-E PROPERTY 6r M516N PROf-_5610N&6, IW, AW HAW- UMN PREPARED SPECFILALLY FOR THE O/VI�W/APPLV,ANT FOR THIS PROX6T. THEY ARE NOT TO bE U5F_P FOR ANY On -ER RjRpO6E OR 6Y Aw on -ER PERSON OR PER5 S vV Mail l" rHE E�55 WR 'F-N PERMISSION OF PE616N PRfIFE5510NA_S, IAA T"S PLAN IS INVALP UN_ESS IT DEARS THE OR161NA - SK"_ TLRE AW OYF RES61ON SEA. - OF TYE PROFE55S10NAI_ F? ill`E. ER OR SRVEYOR C . ,'•yt-'<F�: ?,to4:' . k .A`Y:r,-,;t'•.: +f.-• .'k .?''t'F, - ✓:yy,�t %7•'h;A'�, ,Y_'-'7}'"' 4.` ,!'+f. •. •: „ y + J, .; . , 'k. ." A f.' ••: ..Y },•7 .. {. t•.r ..� .r,;: y ..t J' :. r.. f"+a'?�'., >y�.-' .i Sr''> - .t.+ ,r7-..• _ b _ V` . -- 1-. �}rF5 _.r.,. i. - t - 't„"- lf fin.'' `., .wl., t.7�re Y� n ''i> '�i -$- >>: .r, �.y i:. ," .,, ! �.'Y.,--. � �-�} - •'fn: �yt���� F '�'4�t r•T - -:�t„' :.i :g '!i :, 'a'•� '�` � � .': -L . 'y. .'�i i �j'$ilpt., •3"f' ,wsfR 4.. r :!IP' t : �Y-°-a a'. atY. •.�. h " 1'. ,�,,j y ,, .. -TRH' n,. r"i* s_ ;r kl.,• '�br �e:. .,"'C :.•la .a,: +: 7f :.1j llj. ..Ty '•q' •fir... �����>>,,,, QF'• .y :-`7''„�. f•' '-%i ,+^ .I 1 .,;; '{t t. inr ,� , _ .,F ry ", .41 ,"'br((: 1.; '�,4 •a"ti:iA' - 'Sr- 11_v alb 'J •1fr `N"'f "' .�i:�, I - .'.' f _ r, K'i:.: �. 11 !Yt, `: i :i - r'I. �:$ .'A4 'l't �,n :i, ':y?. .4� "i.. ) Iry v.'i . �> b 7: �''>..; `*-{ a .%: Jtµ ,14 "t � T r1 'y.., .1 . F., 4 ,. a,,.. 1 , ; ` v !y` . 7. 4 . siv "', 4 .>� l K !: �• ����Cai tp �4gY'.\� St, .fir. `•;.t K '' _ � ,�_ "1� 4 �� ',r 'S` "` G) ti ':: 'kt- i='. }'i'.'t {+•r 1 ' , •� A ,, � ,%, �'4:rs- >,.iwN,, a; �:y 9-iLY`.\- xr,�.v., ., rti-,\�` ,a,'� y'•;'tfi.; �., i `� , F x rZ, irk �, COMUNITr 4 �� r Y 4 (pat) EWNGTIJN AD 30 ROAD •w a , , 1 •1" /// list � teoAo v , _r. ;ff ,, �,. ( / ' l9 Y ,. �J �...! \ -4L . c7 , �, a a l D s � R l Q •a. iS w_� ,nth k >. I�IG�117 �14 \ 'pa r.h * ,' N ' 4 t / I f' , ` r yV klNO CRANDMEW _1 f r�,y� 4j� c �ur.� TERRACE r � / a ,.' fig= ? ) �'_1, �/ � r v,l) SS k '� y ' , a - �- ty 13' o Qr r 6►P ��L / ti . FTMvI :' ' S /r�` l " X� Dj ?o ��� c srr `fir �...� ' v O Nqp� 1L Dyh� \ Q� \ rr y � Str• Y- ` & ''ram 4! rq� o 'a `l- a �t SITE 2z � "aN11 4 (mil C"T ./- < \ AY �, 1f y al - -- � COURT \ r } �� DRI►) Q i � , 1 STREET (� < Y FS� ,a S Y C Ifait') Jt U fit' �I / t1(1 �� iIGN PROFESSIONALS, INC, LOCATION PLAN " � ' _• -'-' :,` 1° b� ( r , . ;: ,♦ ••�` 6 ,/ , , 4 n . l ) ,t, i�6' :.,as�,p,},i,,• r Y l u 4.: ray Y ` F ' s ? ! ?L * �•47P1r�,w 1 •.�. ir7'>�`y'.1y �♦,+„_}- �,. ,ilff 4b•t ,:.?`4,t,a ttC Jayjy'!�y�' Ay _'y_ , �`,Y t}"` -.qW < '�, ' 3?2�`f t. a ",Y., ,�- i " .:4' , =+r t 1 l ,l , t .: <{ !J/ ! r r r' 4, *: rLr j:-ce �r'Y(.! +,,-: `•,''•-fi„ibi;; ;;� 'a' �:� .L,-0'}T�'i�.,,c'e' =4 _ 11'�'ku't' °''£ 'r Q \, /! c REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM ST THIS SURVEY AND MAP HAS BEEN PF2EPAREd IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-30OB-20 OF THE ) ANDARDS FOR SURVEYS ANO MAPS IN THE STATE OF } k ,;, w t , QQ-- a CONNECTICUT" AS ENDORSED SY THE CONNECT!CUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED t^ , l + __ ,;'', ¶ —�� FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION, IT IS NOT TO BE CONSTRUED AS 'r'," a "� ll HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE-4;;+t`� 3Ta� • '*-�"'cW :, �r. a a'`; FIELD SURVEY MAY DISCLOSE. TO THE BEST OF M 0(WLEDS_- I•-�I% LIEF THIS MAP It, SUBSTANTIALLY CORRE T AS NOiEU HEREON '� 12682 RICHARD PSI_ LIC. No. a , .. ; , ^ , „E� �•i g,-. Sim. r,'<' �4ii ... �•>. •.•. .t. R .. :_ ' 7p1 r. 7, S'+a :y"�? ` i 'r - �i •.. .',;. x 41 rite ` 11`. : r -, 4 �` ''?•. ,:._ .. 'v.. -'i ',^G:. r r r ,{ ` a ; ", , er - •- }.=':l.i ,?�'t 1 +1 :'t Y •`' �' `r, v _:.' ,)! _ .:� r,et',. ;,R,� , :y •F,.� .. Adt':i•, _7"4, BAR { i • I De velopmen t 1 II11GG'1G1 LJLOLG.-7 J"""1W1._31F"#§ - LU/1//1� UOLO "1"L.f ZONE: RESIDENTIAL A-20 - Conventional Subdivision _ ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 sq. ft. min. 20,364 sq. ft. f I_of Width 100 ft. min. 105.7 FT 3 �: : Lot th Dep Lot Coverage 150 ft. min. 15% max. 187 ft. 15% max �1J Impervious Coverage N/A N/A t tyy Building Height Front Yard 30 ft. max. 40 ft. < 30 ft. 40 ft. min Rear Yard I 40 ft. ! 40 ft. min . ,i 1 Side Yard 10 ft. 10 ft. min i - � /I11G�IW L�071"Av7 VIMe LV/l/ll$ L/G7LL7 LAJrWL,n 'ONE: SENIOR RESIDENCE DEVELOPMENT SRD ! _ __ ITEM REQUIRED/ALLOWED no minimum PROVIDED 7.60 oc. (PARCEL _ _ •otol Parcel Area det Buildable Acreage * note below I 5.88 a__ 4umber of Units 25 units i 25 units 'arcel Density 10 units/nba 1 4.25 units/nba .ot Frontage 200 ft. min. I 522 ft. luffer 25 ft. , 25 ft. j35 ft.** rant Yard 50 ft. 51.0 ft. tear Yard 10 ft. 27.6 ft. >ide Yard 10 ft. j 25 ft. mpervious Coverage 60% max. I 31.W )ff-Street Parkina 1.5 maces/unit 1 2.68 maces/unit** wetlands and regulated watercourses (0.71 ac.), slopes over 15% (0.24 ac.), utility easements (0.77 ac.), and flood plain zone area (0.00 ac.) **35 FOOT BUFFER OBSERVED IN MOST INSTANCES. BUFFER COTERMINOUS WITH YARDS. MINIMUM BUFFER IS 25 FEET. ***PARKING CALCULATIONS: 25 GARAGE SPACES, 19 DRIVEWAY SPACES, AND 23 PARKING LOT SPACES = 67 TOTAL PROVIDED PARKING SPACES. �4�L jQ 0, sue,.` ^, 0 q , ! �i , ! e— �I.rrR A 's S P % I .J :' t-` P SOUI IA WINDSOR �#"1;1,I..•Y�II"" i- u i G N AT U r�: SHEET INDEX j COVER SHEET/KEY MAP (SITE PLAN) _ i -- 'KEY MAP (' IUPF) `/Icing\, ) ' 3 1 APPROVAL LETTERS / p••� � i,ri���. PLOT PLAN 4 TOPOGRAPHIC PLAN 5 PLAN AND PROFILE 6 SEDIMENT & EROSION CONTROL PLAN 7 - 8 DETAILS REV REV : 7--�3-OI 14-2q4-O! 9-11 PROFILES REV- ►1-9-Oo L1- L4 LAN A P P DSC E LAN S REV: REV- ►v � o-oo 8 Oo _ A1.v—A�.4 ARCHITECTURAL PLANK REV_ 7-1-14-oo SOUTH WINDSOn DA,T�- 9 -00 PLANNING DEP T. SHEET 1 17 3 198 SMITH ST. 4 216 SMITH ST. 5 236 SMITH Sr. 6 7671 SMITH ST, 17 REAL ESTATE TAX DEPT. P.O. BOX 6120 INDIANOPOLIS, IN 46209 21 WHEEL ER RD. 25 30 558 ELLINGTON RD. 30-0 REDFIELD OPEN SPACE 30-1 2 DIGGINS COURT 30-2 4 DIGGINS COURT 30-3 6 DIGGINS COURT '; 30-4 8 DIGGINS COURT sn t — n,nn,.,- nn,,neR 30-6 12 DIGGINS COURT` ' 30-7 14 DIGGINS COURit 30-8 16 DIGGINS COURT r;.. 30-9 18 DIGGINS COURT 30-10 21 DIGGINS COURT 30-11 19 DIGGINS COURT 30-12 17 DIGGINS COURT ,; 30-13 15 DIGGINS COURT r ,' 30-14 11 DIGGINS COURT °r:�', 30-15 9 DIGGINS COURT 'm ` 30-16 <n 1 DIGGINS COURT < z. Tf)—. f 7 IF 1 A!/Cr/AI !`/D/`/,r?."rFii 'i 30-18 109 AUSTIN CIRCLE r-'`,. s 30-19 2 DRAKE COURT <. 30-20 L" 6 DRAKE CIRCLE N' 1. 30-21 x r ?, 8 DRAKE CIRCLE ` = . 30-22 10 DRAKE CIRCLE X, 30-23 , 12 DRAKE CIRCLE , 4-` 30-24 14 DRAKE COURT 30-25 16 DRAKE CIRCLE ' ;t % , 30-26 L 17 DRAKE C/RCL£ �'41 30-27 15 DRAKE CIRCLE . ;r # in ,, ,- no JV—LO • nnA ✓r- n,nn, sico ! 1 L//rAAC L41T(,LC0", 30-29 9 DRAKE C/RCL£� 30-30 7 DRAKE CIRCLE '` 4� 30-31 5 DRAKE CIRCLE ` �I 30-100 11 WOLCOTT GREEN 30-101 7 WOLCOTT GREEN r 30- f02 112 AUSTIN CIRCLE �l�1. 30-103 120 AUSTIN CIRCLEI 614 27 15 BUCKLANO ROAD � .." 1 1"ll� Wk, „S r F ..YI, ..,, ,y�WIT .v �.. l.'4, w - ,, � �i I � - � t.�1t, a1,"'+2Y/ SI;• � i'r-Jr+: �F. •-,,4`�r,tl--,o_w, Yp 'f.+", t~ . }»•t c -,#,; ; _`... -.'. ;' Chi .- i. .r - y i� r a s .1 I L�y,� �i t� S� r y x f 'h � 4 7 i :t �s ' t 4n:7.;'ii•.'.a 'Y.•4 �K K^ 'w�'..�- t�,,it� ;;;at � .. - ,-. �t Y� V �!" rT 2. r*;. ,")1�, YI, ti-', { �.'- `r " - K'6 .YL %,•{'' F'y ! .mot' �y'u'.. !� Ir. 'tr;)}Ar # of 'IF; �' ' s , i i, 4r•-?i, .�...I ,�.++,.i ,fi. ,N" .� Cam:`• !i _ . 01. F r s. 1-y ''v t .i. ' . 1 gr' r ." i f! r' _ W_111:1.4,-�,��,:,'T%-_. (IDS`; tF•�i 1 '°h , A�'' ,Kt � a S s � „_..f :J'e ti"`.' a� rt z : 11 11 . -7-� �J ��: _ : y / 25— 30-100 t`. ,' , ,� - Ci fin-? t Y } - - I / - /r� �(1— 1 5- 30- ' 2 —30— � � 25-30-10 _,,I r �I — — ,qG�R�L---I- , n '" : h F, , l.r z`: . tiµ - ' r -'a. �* 3 ^ a g ,},..: ,. ,I g <: t • t - r. 1t .�.. _P .'. t- -;,. -,.. -a..,, ., ^ - / ;. �. ; ,�+�, r •'`:, _ .�� • y,+'.' 1�"' t' - ,. .. .. r': it � = _: ,.. ? .- .. -.. :-- i";� ::af' .>:. r 4 <%« - Js.,« -r. r� iyt: } ,v r •ts° p ..-•tl<-.y ,t .. _.t! i4•.. ¢PR+e: •. 1 1.. . . 1. . . .. • . > r . i ;, . .. - ,. . I .1 II .. - - _ - I (. - , + . i r ---,- ` 25-30-18 ____ ` 5-30-17 � I25-30-1 OPEN SPACE fxva ° LOK, DAV/D T. & ✓OAN A/, '�';__� p »' 1� � 5 — 3 0 — 2 — 3 0 --1 (REDFIELO) PARMLEY, GARY B. & N/NA AN "',, ,: _ r_ �., 17- 21 25-30-1 [/ 25-30-19 Rr' ro/uvc ! /A/nA :;r,', if •, : r . " "�. , 5'; .. n� t _ _ ,l /\ s /NK£L, JOHN L. &GRACE L. �'+-, * a = ' ' ` > rV` 5 — 3 0 — 2 5 5 25-30-31 L YON, ANOREW H. & TONYA L. �, `�{ ; `,;°' 1,: :, CLARK REALTY INC. y; � . ` - t �� �jG,, � 5— 30-1 / 25— 30— 20 X PEREIRA, CARRIE—ANN & PERE/RA t • , ' � " N*r � �S "I / R£/D, L£NNOX D. & SHANNON M. 5'�; k , . -I 4 : t ' V " Y J / C,Q� _ v l — — KELLY, DANIEL P. & KELLEY J. � f; �� ,: :F; Q 25-30-3 ! �T �____--� \25 30-11 �Cj 25 30 30 k , MACHOWSKI, JAMS S. & ADRIENNE L s ' • � , t _ s r 1 �� — JN� 30 — 30— 21 D/LEONE, V/NCENT & CHR/ST/NE R , 7�r 1 2 5 — — � 2 5 / G � ' TELLAN, JENNIFER E. >�I• x9 ,� .. y �y'- t r i s q ,= �,/ ARSENEAULT, DALE A.& KAREN P. r+ ti /' {.' { t�h 2 — 30 6 ``� �` nnnnnn,in ni v,n n r_ , �,/n� n�'� _.9 i ;r +. UJ// - r r g`". � i V /_ / l /�25— 30— 1 ,,,, /__ 25-30-2 N :� ' G UUC (.VMC, UR Y/U R. a LA V/fA 7C. r'l �. ••r t r / - x !r { , l' ��`.:,. h' 25-30-4 7—JU—LL / `C SOBIESKI, PETER . �F. �z3" " >- F ti jr WILKINSON. KEV/N L. do JAN/NE C. 5 ' ; , ,,,, ti .• e� C�j� I ' a / ` 5— 30 — H/LL, MICHAEL T. -', w ,:h, / 25— 30 28 • � `t �r�"� ,r r tF E / CLARK, BR/AN J. & JENN/FER H. ; ; a � K; . , ' �Q� COT 5-30-2 *" D£LLARIPPA, HENRY P. & DEBORAH A r�s r '` r, ,t t }'1 , 1 O #1 `� PH/CLIPS, RONNEY J. & ROSSMAN ! a'.'. s' ? .: / CHRISTENSEN, CARMON J. & LENA M ��' ,' _' ' t ;; / PEN SPA C CATHOLIC CEMETERIES ASSOCIATION t�,,� . , �':, r f, , ,_ /� 5-30-8 s• rr`/a - Vt :, 21'A l�l nor l \ _ _ / 25-30-27 r�� - � "'40!� � �' W(/Cl.[OCIG p h 4"�,�47 r ma's �+/ / t b4U 4VWVAN AVhMUE • SOUTN W:NDSOR CONN ...."' <A - \\.. \�/ / / 1 \ \ AREA CODE 71W ,' µr-M i r - "• Z `-i " /' -' [` '7y \ \ t5 30 2 6 yy.' (h.tu}rr Ia, X)(;o r n «V KtrYl pfir'T "�, . 4� 11.° ,I,:; y C:crtifted #W,2498131 .} '�` -•t*K 't f.I— s•x-•rc'-P i r iK.�. l �� a r' a ,I 1A t",I ', I \� M�' h.; Lr; °{t't Y r t a' !, \„lam _ !rt` � - `� Des.gn Protesslonniti Ino,. ,r + k,, s s 1 .t,, . ; x ry"�r,-', ,i \� ."•�' AtUI. l'ctrr DrMaltit ' r `.;§ 11:{ a'n� �.'i. �y'#-S,qt '•l �i�y;'- \ �\ \\` 165 Knuth Satcl)dr Rand t,, - 13+,'1 �' sr s'. 3• .q SQu Y1'mdac+r.l'T (i�io74, ?_c iz�� ` ' / ., su�A :s,l 1.}gym /r. pt,'. ' th yy a: ,t fit+;" "'r ��4Y', ' ` IL! . Appl. M(>C ?Rp. K R f4apLriic a TIP , ft : r nr ya3����r*} ," tk r Mr. IleMallie: 4% i 1 �-`s a .. 11�� � 1 � � 11' d4 t c < p"t ; At the October a, 20ot1 i�tiiatr ii.ii irlR, tine h>Yltnd Wetlatadfl s �a Agency jCmiwrvatian Commission upptvvtxi alTiination MW 2AP - K N :,Y, r ,! :' *,',:, properties (nand Wctlurxl; Cmtseivatian Commission appl)cwion for the ( y li �" LOUNUUCdOn of a WX Ire rr-cident)al %UhrinItimin. a '2.5-unit srni.rr reardence , 4:• t'r' y, fir, " d(welr>'_onicnt, ssar)uated stormwater st-uetun•x and ir•;rustrur:ttar ,4�, ,p, r .. t)., `iPz7�r1.� rripmtements on prrprrty L)catrti northerly of smith Street and Wheeler `i, j�,�a'T .Ct�r' Rnad (Assessor n trap 4t7, ,Stunk WI 1s 21 A 20 residcnlr.il ront•. This , ., approval is sublr,A to cite following conditions "r�: , �,,i } , '_ y�+ 1 tine bl,rcprint cripy of the entire set ul plates Auld this l.'rtr) n-Ixndured ' w .41 P as thrrtxa,• must ter rutsnitted in this Commission. This must be + co nlr:eoed within fi5 days of apptovat prior rn arry rnnstnxtior. at^tnly k K k; t �' t, - on the. site Plans submitted to Pairing & Luniiig Comnnrwi.,n Rhall , rq a^ 14 If , ire cormderrd tiavrnrg, nwl .his rn;vieemenr. {' .:1iX ° ' ?t, } ` +:'' R 1 "he application shall indemriify tint i:uld harnikss the Tcwn of .Rniath � .y r. j ✓ - k r•.,i Laic' Wiixlwr,yWtrnSt ariv liability, which might result Inrm the pmpoaed . j V. F�r�,,r�auuux1 -' Kt `:.. °' Up^.fatltt1l :x L`se. �� , 'K� , ..faa 11 +.a r 1 -he pearLt is valid for five yearx and shal, vxpirt un ULtutur 4, 20J5 '-?*. , a.,�� {2 ,r,.=' .e � It is the 'ar:tk�wner(sli applrcanttsl rtsports:bility to tiaLY e)cptratwn s;�i- ,µ•re_ ti� `f .�! �: dates and notify :he Communion of a renewal .C*xat at least 65 tea . v y.; ,S . Fes ', prior to r>cptratton �i � < P :n Ira a k < — p- y t r . - i 4 All apprina.s required nit.st br abtaaitd avid submit err. pear to any activity ' 1, on tttc sire. =n t ' -11 It !' :..," ' ,.il s rr, t: - , fir A contact pvrwun shall Ue idc:at;Lrd ,n, i h:r plans % i ♦. wC F f 6. We ircommend a bnnrl •n -he, armmint trl $S,000 br sub-niltec to the r p1 ' �t ;rr Planruiig b %oniry, L'ommias.nn to rnsu r rnmpl.anty: w tl the E onion and i'r [ - i?: ' %edit r ritatuarl Control Mcmures - `;f , r 7 We m-nmmcrid a tarnd .n Jie amours' of $3,000 he cutsmti/vt b, he r, R" �� . Phimo g it Moing Ujinmisi,amt fix the ,.Stablisairient of the detentiort � r�, � i L^ i a 5y , ttaair The fxit,r. will br, n:k•ased an= lai growing Season aiLar trtsurittr � 2 i � , r �� .a }y.: Drof><r t stub'i•rh nrni n( plarifs {e iJ t i v ti.e LSsii i{E ? f Y. A r.' $ a,.' r r^ . . ` $'. ' R 1'hr deter is pile c:attain►,'u waxlrn palists must be rcrnovrd '•.« it F , -,'i „>'� ."' ° p '" °M + : 6` rl. Tflc walkr ig paths we to r1avC a w.xlrirhip vurfxcr 1's :, y 1�`^ j }p y' � w # ax" l lil An riisrmert in l)n a er yr ttic uonilcast cotDer of the property Rom turtficr . r(cs" Atw t ys f i �b . x d!vrtopriteni Lti to ile plared ort tlx property. Town atafi acid the apphcgnt , ** , , w !n rid < i K µ p r • ;i will dratt the easearer•. which will alb)ry aviMlifc r. anagement F-:td will tiG . Tamer if x} spiv. yriMsz ;'� su:,lt+ct to approval 1 t w 1WA//-(: ' I � C , F. r j ,+r Nl^rwx. ly,- r ; , '. z 1 . 7 ,b `�'� 1 I A, al <o .d agent upon an tent% m the <reptrmber ", 24W rriwrw fixer ;%. ' ~ e , . ' 11.+ f` Jrff FuiRcr br nx,., (AtlaLhcdi '".sirs r�tq. ' : K 6 — y A P. 7 r r Syr t, r e FRENCH, MARGARET R. � b" a �?�` �' , ;� `�' _ c p A r t ANTOSIK, SCOTT & B£VERL Y A.�Nswi' . : 3 ., •. JOHNSON, AARON' L. & KAREN `' " - t ,� ; , MARQUIS, MARJORI£ A. ' ' '_° � - .. qi . ! ""' e:: „ I r "rr - y ' aT+?'�y�T•'Fs..'i#',+ �4'�.. DOWNEAST ASSOCIATES LTD PARTNERSHIP w,ft, R' 13.. ' Y'.i• r .i�„ Cz t^4 .i�fi}•a SyC/►.' f PLEASANT HILLS CONDOMINIUM Q 1, ) s, I j 4 "(' -... ' " *� ..AYE -,, S b„V" i'` , - v JACQUES, JEAN MARC � I-q': '-A U � r � ." �r� REDF!£LD HOMEOWNERS ASSOC/AT/ON �°"I / 4 , / BLACKSTON£, PAUL G w `� . / / IGOSL/N, OAV/D & RONNA L. G � �a / ' ROSAL CONRADO G & MARIA D PEREZ : ,,. ; to ,, III. I �';, � ` , • -4 ` - } .1 SERIGNES£, JILLMARI£ x r ` ` �4�1.�h �- nu//nn,u, / nrr,rur L n.•,uu• e.. •i' 7fi (./'lUlrC./7ILL, UC/Y/Y/J J. QC UV/Y/YA %N. f* .i-a ,-r,. .3� '1�3/ t DALAL, DIVYESH J. & HEENA ��F r x' �. h'� �� / a PIAZZA1., JO-ANNE 1;, ' t '' ,, . c �` r14. '4'r r v ' } t{ 4'ri r csr4 [ . , JA V/T, DEBRA M.a: ,z t e ', T r;1 �`>� WILSON, ROB£RT K. & LORI S. r 4�a1.s i a'<,�,� t , : iG`''I .1 {;�' , is }ram} '/ j / ti ;. W/LSON, COURTENA Y rff,,"`� <* , .� , ."'rys A��t3 �"�r 01 MANG/AF/CO, £NR/CO P. & JOSEPH/NE_, ,� '�` ?,� rf. + T x +��" tilt. }y tI.VANDENEYNDE, DA V/D R. & DA WN M, � '�� s x -; � r Y w SANTOS, KEVIN M. & VALERIE l , , t 1. , .� -11 `� ' c, �' # LAZ/NSK, ERIC M. & LORI Y , 1 e, ;, - , (/� x 4 0,7- 1 1 1 , . �I 0 /�/ '\� �-%,--..- // 17-5 '.,�i-.y1:;: VC truly yours, �, -."9 11*0. .A f , a,y7l{ tlnr A n•d 3,e r �k i �` . 1 ,q�,, "/''^ , i i �'. r #•jib t; it ;�•Y'':YY r'� g t' � ' t t ' _i 17-6 t it `•. - r '„ i+�'' '`�t-'l^ * 'i�'`-> r 1 t" :t�•f,i " / /� (Hi'j l fi tL n yt I 11 rf /C�GC�CZ� x '# v �S ibl v<? tjLt t• 4F r t 'J r r, , 11 F�Zth warren, _3 i,Ir:son t x,,? $f� r Jvl` t'��r w ; sir z''t��, r a L 1 t t, a -. .`r, INLAND WETLANDS A(it<Nt Yi r. _ t *: :-t 7, _ yl�' / to ,,,,,, o ,.?. t. ,- i ; � : r • ti t < r r • CONSERVKHON CUMMl3S1UN-`• !� vi' r y f.,4 :' •, * Kt Y '4 rk n t t t i '.: , V , : +t cc: Chief iluildinst- Tsmii Engineer iti F Prrrprt'ies 14 NOM'S THIS PRAWR40 15 Trg PRGPERTY OF DE516N PROFf551GWL5, INC,, AND HAS MEN PREPAREP 5PE6lt`IGAI.LY FOR Ttf 00WE_R/APPLIGM1f FOR THIS PRO&CT• fT 6 NOT TO bE U_151�P FOR ANY On1 R PLRPOSE OR DY ANr" Of115R PER54N OR PERSON5 hf HST Tif Ek'RE-% WRITTEN PERM%ICN OF DE516N PROFESSIONALS, W, THIS FUN 15 INVALV ftfe5 iT PEARS THE ORftVL S&NATLFZ AND WRE55IGN ' OF TYE PRO1"E-61 NCI ENGR•EfR OR 6MVEYGR :; ""2%t :.:_ i�i U&;_ 4 -;, ",&:"" MAP REFERENCE: r '{= M L {. `� .:. m.... r r '; 1 PROPERTY LINES ARE TAKEN FROM MAP.., -. K ENTITLED "CADASTRAL MAP, TOWNOF SOUTH WINDSOR, HARTFORD COUNTY, CONNECTICUT" SCALE 1"--100', DATED MAR 30, 1988. SHEETS 88 AND 89. PREPARED 6Y QUINN ASSOCIATES, HORSHAM, 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ,j 04124101 REVISE SIDEWALKS BY A LICENSED LAND SURVEYOR PRIOR TO 2 0 2O O0 PER TOWN COMMENTS CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS 11 BEARS THE i 7 :24 00 PER TOWN COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINE ER/SURVE.YOR NO. DA TE DESCRIPTION 27-15 k 4,. 1.iit•"'di.'-'.+" lair aTt►" tst,s y� + ,,, tin t ; r �.� b t /r• .4,f t •, /1'M � �4f M' t Z t t t r ,s � 7' '�$"- . ''!!' ;tta t X` - i r:'r "tj ,Sf ti} y t ,- 4 r. +,r�:. / �J .. � y: ,,w a4i !i f _2-. 4+5 " , '. w �e< I N r 1 yr - ,i1 an {�'i�' • i P M r Jet ,%I I v's . 41 r . ( t �, S a' / ,..., i'Y ' T '�" 1. Ar11 t rst'/.,!' `I - �.; fFF e� k:S't''rT;�ca.�.3h.g h " .,,. 1 ;; f �' � � - irrr/.• �,Y r, .' p.-Ytr '7 �a3ye'.I�'' irh �f� i ":; ,� .�i,, i r 1~ r . I1. :s`.. - t,�' ;.* g'4 r _i,�•i. ��,ir ',� - :«.4; „.'��,� 1 4•.,.-•^.. } - „ F t ` � - , t. - "r•` r < e: ri h' R1/`' s�'�'- la_r.:>- < .:••2i t ,# . 't ': .r c^ r .,4 � l �. ,, F' i v r c 1 I 7� 'r 5} . n .! �• �,tr _>A .+T y1, _rY, erF t �1*'L-pit, .`�••'y�, t' ti, t r , rr 11 ' � .A �� r �, S�'tr v, , CY, _+ ,any, to a} '; 1 _,. 4 _r n_ .=tie{{ 1 . rtt f:k M'C.11, �s +�'-ft k AL rr - 1 t'�' 1)'y� •, ,ln�,e.•,�il. .�`,'L' i\',1�y �J t ;.' * { y /r T }. K < r.<' V ,. t 5 Fri S % 't % �1` { k: i t tr �Y ,f "? t , f' �: * .Z :! r : :i t . rb. 'C° . sy{t�s ♦ )-A - _ 14.. .lam , C I i 1,-11 ,a k1 �?k 7�t,(f ! �„ 3 .t f t r E t tNfr ., � : •-t � ` a i '' I',�fS ; t , S "i s !%, 7 ., . i 1 - f. r-.:;� ,r' V `�'.'! +. ,y . .. w, ,t) :.:� •t Kyvt3 �rl..,a f i'ir.. , �t ', • _l _ - - - a ,�, yR" a.. e i . r' r • n. - r t r k.. YA :,' ,- ,:. : �,, k ''a k: t: �. t r r- �� I i a o t I .» L �t fi :.(" x�•rf r:.s_. �` £s� �i �l pr'a-"7 i_ �` t y i .. iC° M^ r. yy e 1 i. .N,f , `Ti''rt C I- w 4. ^- ♦ :-.,: k � 4. f, n'- =.a ore �r"t 1+- ''i!'� w ., I .. - ,,�• r.rt'. ,y p it: a x t .r `t•"Ii `. S : k C.; t 26 y t .(., , _. � . i 7• 't'. 9. , �. F. r'- . I. " �' yl• ., f„ .^ THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--3008-1 THRU 20-30OB-20 OF THE i ,,i j { ( =1,,••1, (860) 291 -8755 REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF I CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE "r_• FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS too 0 50 too 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE i �� FIELD SURVEY MAY DISCL05E. (1N ��,�� ii"&esign' ofessionals, Inc. J TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP iS SUBSTANTIALLY CORRECT AS NOTED HEREON. AZ 12882 1 inch = 100 ft 1! -- --- _ civi! engineers • planners • surveyors BY RiCHARD P. MARTEL UC No. 165 south soteII;te road, south windsor, connecticut 06074 25-30 ___ �n n n�n� IMPILATION PLAN PREPARED FOR SHEET KEY NAP WUBO�IU�IUt DWHEELER ESTATES SUBDIVISION ' � / WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT t/v DESIGN: MA/PD DRAWN. MHA CHECKED: GS/RM Wheeler �®�� � ��flg� StreetI► JOB NO.: 95- 595 DATE• DUNE 9, 2000 DRAWNG NO.: C.' 1 AJOB 15951595km. dwo SOUTH 'WINDSOR CONNECTICUT ,/' r _ I� P'�;: �, � w 4 ; � r �e;1e?,-�:".•KF�'':?;•,"� w";X'r�'�r,`,; r.. �3 • . ,;ss-�-r+'7�.•`}�$'�'e : ^fir •��"~" .f�'``'.� . : ,,��.,�� �'' . Xy . r r r J f• , , 1. 'ks �• l�.�,. -f .., .-. .. '. r r . i i� n + r _ � .• ..... x � -, _,� i 'QFpr ��, x r� ' , i -:, KERALO LANE KEBALO LADE f PROPOSED MONUMENT COORDINATES 4HEELER ROAD ' rs AS /yO� G O Qyr I 20' STREET TREE p$ �1r''��. ArOrV EASEMENT IN FAVOR 0� TOWN OF S WINDSOR G i "i \ A + , w{ .,, `- ur� � e"�• >l- y tr.r4 `,.M.T� r 'A'i �'� ��'.1 �f^. � �� � •�\\ V //�� 1 /� r1A;,ch.,J,,, O •�/`t '` ^ V '� 1-1• / ° T � i �' RcN "r \ ` \� 'y`�\, \ r!'' 4 ! ; t -.. 5r tt:yw i - a- ts' ,.: ` l ' •. w1�1 (�+,\ 0 � � r J -i • Nt"� �/tr�r r �'�t ' y`�v..�.{'>Y• • t > v'. F t d+t. •L,'r�t '� /\ �j,`� V ` V /�, 137 r" ,�+� ;\ ' SwA t� u v j�r�,,ft t t a .:w y r O " ` ,J• ^\� ®� /J ' V x_ • \ [ L Sv / > 0$� `-0�. r #' /-i`*i mil. u �r �7 ^ /� 1 0 �, ft ,Y L= 8.54 M1 ' 04SGa /'+ MONUMENT # NORTHING EASTING M1 N 355596.40 E 649893.54 M2 N 355566.39 E 650027.43 M3 N 355601.81 E 650006.13 M4 N 355620.91 E 649959.87 M5 N 355789.96 E 650037.72 M6 N 355769.04 E 650083.13 M 7 N 355820.31 E 650049.12 M8 N 355806.14 E 650097.07 M9 N 355991.28 E 650099.21 M10 N 355981.11 E 650148.77 M11 N 356046.14 E 6,50097.80 M12 N 356022.16 E 650178.95 M13 N 355570.82 E 649949.11 STREET # SIREET # STRFFT 4 101 603 175 102 604 185 103 701 195 104 702 194 201 703 188 202 /04 178 203 -70 5 204 706 301 302 T 50. Q vJ03 v, 90. r.y q A2 304 2030gq �' \ DFB,4, �/F N 400 l� /+� 0.4 ft\ A / F ^ \ `\ car �I '�/� �o oC, RF,% • \ �,Q l�/T /4'T f( Cc OR� 50 1 �F �, .•' � '�' age l � l l \ � l✓Y/ S 50 C \ / \ 1sov O*OOM13 \ \ -41Rq �0T #3 / 503 D prop 0, S1 g�1� ft. / \ \� Sig?`� C 602 719 cF F ENNE �I 7 4 > c� o / I BOO 4 , \ / /o V ApRI Lf CaC�/ 2.5' 7 9• N24 �� \ EXIST SHED r� . \.RO,yr / O/Oi �� © evFFf\ \ � !! rj J HO� 20' STREET TREE s 37" i 432 ,r'';.* yA o /p,1 G R \ �-4,o ME AC EASEMENT IN FAVOP�3 .°o M3 353, F \ 1 gS ropos n?� / �� 20 SANITARY EASEMENT'\_ TOWN OF S. WINDSO �7 \ \ ed / f N © IN FAVOR OF TOWN OF SOUTH WINDSOR % I ry ?X°0 M 5�,,0, FROM l © o �o D/L Cyr/STN �Q"V \\ 46 0S\ \ 76'25 M? ° A ARCS \ R?2s ?sso • � l ry, luJ �� N � \ • -. '� ` r �R .rE,� y ��NF �/V/,C� /� QQ < < \ \ �4'0 ��?� o N \• S, ¢ GRAVEL ACCESS DRITse \\� `116 ` oe ,5 f \�. \ 823' 4" TOPSOIL OVER 2s' Srg7` 3 • °EgApR�\ 2i 266" PROCESSED GRAVEL q� I ¢o' \, 38 9 !y s. �°• 9 W � � ' \ .� .�E,� NF As \\ ` ©Va o tr \ M J3�SS S1s27 39 _ 5.00 11 66 2v' o� a! UPPI AN. p 4 °0 26$ \w 51.9 f 9 `i 303 \ \•? D4 34 ARE A I Si0 N \ 1p �X1ST BAl? 5j _ _ L \ W �CF aNt 1 I I �, 5I`r' 'S \ T,1 O'O 0 STORM DRAIN EASEMENT �` l�J �0] M1� 4�15;�8 IN FAVOR OF THE T_'. © o? _ 0" OF SOUTH WINDSOR ! © ` _ \\ \ ` Er I ws pp 31 1530' B rn -� f!v�I 1+00 o F SAe sed ,� CO Fu '.. d / 18'Sg" 27"W j4O0 + L = 1 0. 6' SZ4 �� \\ sso�sB 2� R q Q r, J F e ---�. v� 1 gg R m �875 5 4p w 50 121 cD K=50 z 4/g LANE + f , ARC 0 No ;eve M 12 9684- /2, .`! ft 0 °'" l �' R£A 22AREq l 19.1 posed oti •� 0 , o 03 57 ft EXISTING SEP IC L ° l� l •Y a b, r.*; FaB�'42 9 \\ QC TANK AND EA NG T o / \\ \J \ SYSTEM T BE 9pe�1 \\ \�ANDON D 2 I` '1 3 ft.0 F' • tv 1 40 E l l Zy:,,, '•,��=TI aJ4�.' ar - ,"• �_ . 090� l \\AR YARD / � 9 S78. 4 ? SITE NOTE ,. L rS;3. 75 t ,W 1. ALL UTILITIES TO BE UNDERGROUND (ELEC, TELE, CATV) ` R=,Os 00 LOCATION TO BE DETERMINED BY UTILITY COMPANIES / o j loq C j / 2. RIGHT TO DRAIN TO PRIVATE DRAINAGE SYSTEM TO BE GRANTED TO TOWN OF SOUTH WINDSOR 3. RIGHT TO DISCHARGE SANITARY SEWER TO A PRIVATE SANITARY \ \ \ �' e�F 03 /l / 60.1 SEWER TO BE GRANTED TO TOWN OF SOUTH WINDSOR, S '7Sx psi ? . �St t� y 1 r I p,�� R t:i' \\ ` v 6O,3 -', +►�' d< ?'y ' r \ / J p' 00 LEGEND '4 try +. �1 :f� 1�G,G/' 1�/� \\\ \ �N O w .# _ / ��}.,'`-\F�'.f �.l .'+'F< � ,£ - .7.-' ram,' L �.I> > pS4 - n• � /p S%v3%\\ \ lU l� Q IRON PIN TO BE SET /Q 2 ■ EXISTING IRON PIN Q J MONUMENT TO BE SET f , `�,°,. NOTES: ■ EXISTING MONUMENT - + '+ "; • x ' f`1. PARCEL AREA: {1)= 408,817 sq. ft. (9.39 ac) (2)= 108,260 ft. (2.49 ac) -0- EXISTING UTILITY POLE sq. ? \ � �1 .? 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. \ PROPOSED UTILITY POLEin S _ = EXISTING CATCH BASIN AND PIPE f 4 °,4 `• 3. PARCEL OWNERSHIP; N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND ADRIAN S. KEBALO. PROPOSED CATCH BASIN AND PIPE r PROPOSED STORM MANHOLE'` �q. _� 4. COORDINATES BASED ON C.G.S. DATUM. = ate = EXISTING SANITARY MANHOLE AND PIPE rS�yr"+ 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. PROPOSED SANITARY MANHOLE AND PIPC.__'. ` 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH )gyp ''�e ' WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". �g PROPOSED WATER MAIN AND HYDRANT 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY rt�r,..ti0f,p r /•?'� t i ,; "kris; THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. `hy, •C ty.. ,L T ` FX. �r 7 K ROOF LEADER5,7\ ,. g THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4 7/94, A 5 !' SANITARY LATERAL ?vT '�� r.• `� FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREET. - W - WATER LATERAL, is .,,,, y�r :? �>c �� �r1 �'• .! \ }� fa ,df r t --330- EXISTING CONTOUR �" s .r,� s o- a•q `' � ° ; ti. x wry PROPOSED CONTOUR°; r►;' MAP REFERENCES �,� '` Yi j N. t .i.�-44k✓.Ctr'k : `C a'n tot '�, •,:+..!r,.. z 1, ? r . , h 't :'. r - 156.3+ PROPOSED SPOT GRADE " tr'�h1 44 r a> 1. PROPERTY OF CHARLES 0 CANDLE TO BE CONVEYED TO ROBERT V. WiLL1AMS r SOUTH WINDSOR, CT. SCALE 1"-=` PATEQ,NOY 12, 1960. PREPARED BY F SURFACE DRAINAGE FLOW DIRECTION CECIL W. BROOKS.;. LIMIT OF UPLAND REVIEW AREA } h`, 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CONNECTICUT ' ? '� f# I� •ice s SCALE 1"=40'; DATED AUG. 8, 1991. PREPARED BY DESIGN PROFE5510NALS, INC 4y S \ \ 20' SANITARY SEWER EASEMENT / IN FAVOR OF KEBALO. `,A - --A - INLAND WETLANDS 3. PROPERTY OF CATHOLIC CEMETERIES OF THE ARCHDIOCESE OF HARTFORD, INC., © GARAGE =Y+ j it BUCKLAND ROAD, SMITH STREET, AND DEMING STREET, SOUTH WINDSOR. CONN f SCALE 1"=100% DATED MARCH 1967 PREPARED BY HAROLD R. SANDERSON C E 1 PARKING SPACE NUMBERr� �,, -,. 0/1/ � _ O 9w, T l., r4 AND L.S. (MAP NOT ON FILE)- t a. tit r;rt� , !"".. 4. PROPERTY MAPPED FOR JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT. t3 7/13/Oi wx��r CONSERVATION EASEL NT RJN SCALE 1 100'; AND A SO( IA x �e;' r �O �' SCALE 1"=100'; DATED SEPT. C; 1077,��5S986, MAP NO 1p 85 lA PREPARED BY , 12 7/5/W �' DEPICT EAIENTii Rt>y; KLA k TOtf(!! C!i>tlllk5lT5� �$ ` RENSE SOEVIt"S fir' " Kw rs '' 12/5/00 PER COO ` r r 10 4/24/b1 3 ' IIi1RIH KS ANA 7 lip PER TOMN COMMENTS $a- H!IMI • ;* i i kz t� T, 9 12 2 r- AODFD MONUMENT 13 COS a 1 O/31 /00 PER TO%W COMMENTS c$G� MMM rlfi. ri ~" 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- 1 THRU 20-300b-20 F?6C ?41 P755 PROPERTY SURVEY PFSURVE', PREPARED FOR SHEET DP LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN �(J �� (�(J �UV WHEELER ESTATES SUBDIVISION 5 10/20/00 PER TOWN COMMENTS GBS LL (ALL (J`J INFORMATION. ALL. EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ■ � � BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/9/00 PER TOWN COMMENTS GBS AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. eSig�1 2. ALL UTILITIES ARE: TO BE STAKED IN THE FIELD 3 9-25-00 REV. BUFFER GBS Ao INS'0 20 80 19rof Q■.SUBDIVISION PLAN WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. EMISSION V S S I O I S CONSTRUCTION. 2 B-24-00 town comments RA � ",'t` ( IN FEET) i ■ DESIGN.• GBS DRANK JAZ CHECKED: GBS Wheeler 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7-24-00 town comments JAZ � !+ " V� ��IiII]rlr �®�� � �flffi��� �g11���$ 11 12882 t `� 1 inch = 40 ft. 1i /0B NO.: 595 DATE,• 6 9 00 IMPRESSION SEAL AND ORIGINAL SIGNATURE - - - - !� Civil Engineers Planners •Surveyors CIS / / OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL UC. No. 165 south satellite road south windsor • connecticut 06074 DRAWING No.. C.•AAJOBS 595. 5S/TE.DWG SOUTH WYI°i R CONNECTICUT ! ir. s +-•'F d'J14 'S �s'run o��otct/z `r>,l�uuf�dt ` I— SULLIVAN AVENUE SOUTH WINO$OR. CONN 0607, AREA CODE 6a0 / 644,at t $ r w'�` �e t'r°�r-;iti r, �Y r rit.a 8 r �k r-r a +• e:-. .,,[�� A, �. November I5.20(10 '11 ��r3i''+ .� 'S" i i ;y�y^_d�r'1 . ;b' ^ '' ` 'l " � • ^.; CERTIFIr ED MAIL r � vY ii•.`x `�_' �, t `°�,� '' ,_ '" Y'f t r Vr "f If-.. �r 4•-Q �'4 6 v � _1Ji: K.F Properties, LLC ,.r '}J�, � t � ' f ` § '}k < `J ��,� '' x . r• 176 Smith Stied t}, � �tst� <'lf Windsor, CT 06074 'tt r v a ~ .•� '' � �' South W r Mfi+Ytf:{n � r; �t ,,� � ,.�•+ �# �. r �' +'s3�•,• '� e :i:a -t � i .i}�' . �a+,tr va�'S . �i4 r `'` + � �t7`(`tr r ` s'F••• [ �r,�, :.k:'' y •G t# 2Qr}s t R t � r,nv-vr�.r N � e� J '`�` t � •.w it .- DearSalH'Iadanl: 4t'a+.aaK��`�'*G, „" :�, s '`�? � i {!,,rr �1+'''y#yr�y •,��[,i '.<t t.':y �.; `.' • ��;, ,• Re Appl OD-28P, Wheeler Estates Rcstrdrvtsion ���-+ r Y ,�, ;. t� r. y� ..i °t�,t�' �, " � • We are pleased to advise you that the Planning ck $tinittt isei Gommon voted on OctobtrY31. 2000, to approve with modifirahors aapplication N00-28P. Rcsubdivtston on 7.6 acres to createto 7 lots be known as hederNovember Fntates on property located tin Smith St., A-20 mile as;shown on plaits prepared Design Professionals, Irrc., project re95-845 and dated 1020.", as miser This approval is subject ro tbs following tliodifierurons: !. 7Fes approval is for 7 tots, rsambaed t -6, eruct Prirtd A for the Senior Residtaice Development. �• � •. . `�,� '' 2. Concrete sidewalks, built to Town specifications, atsall be rttsWlcd on both sides of all new stroas. 3. Drainage and coosauction for this subdivision is subjttct to the approval of the town Engineer z• 4. AN lets shall be atecvieed by the Town of South Windsor sanitary sews system -ad ate subject to the L , `•' a M1 �' approval of the Water Pollution Control Authority.s°t'' � •� '�:.r. ✓i S. Water shall be supplied to this subdivision by public water. � , ; �• `�' "_' ti. Street lighting shall be installed on streets, at intersections, and an cur -de -sacs is accordattix with the � 'tr •, ` policy established by the Chief of Police. Street lighting is to be coordinated with the Cliief of Police 7^•- >� ti� (eatpy eaclostrdt. � •+ , i ;`s �, 7 Street Damp and locations of fire hydrants are subject to the approval of the Fire Mxahal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in � r e confarraance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability assurance policy shall be submitted to thu Commission naming the Town of South �•� a� '' : " + Windsor as as rnaured, with a combined single limit fabodily injury and/or property damage in the ,r,� •? �, �" �''" 1 :.: •�"' artwtait of S 1,000,000 9 This application is wbjcd to the conditions of approve) of the Inlaid Wetlands Agency.JCotuxavagon Cutnmiasion incluaiuig a bond it. the amount of 55,000 for erosion and sediment control, and SS,000 for detention Basra plantings. t 4 10. Prior to commencement of any site work, a mfxnnq must be Held with Town StatT •' �' � ,j field ! 1. All plans used in the It `;oath R'ilJds,>G � the ;.:1 aaltMt bear the vamp and authorized signature of the Team' sb-i �'• ' � ,� '`sit }}yy�t :tx. �s � q �' °a'1x . ,►.i7 c r wi t. - 4 I ..t_ ;t _ -i ••yi, _ ..,�. i;r�_ err < 11 12 All casements for corurn•fuion pulpcncs, dr:unage or uuhuu, that may be required in connection with the approval of ttus subdivision, must be submitted on standard Town aisement form where appropriate, to this Commission prior to filing the mylars; and issuance of building permits. All deeds for open space, public Improvements and roadways must be submitted prior to request for Town acceptance: all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney . 13 Footing the drains are Depart for each house. prior to the building of any structure on a lot, A topographic trap, drawn to a scale of 1' - 417, shall be submitted for each lot in the imhdivision, ,howing proposed corttour3, elevahons and the location of the 100" drains No building permmts will Se issued until the Proposed contours, floor elevations grad locatwn of footing drains have been 'r• ', approved by the Town Engineer +t1 � i•. . Px 14 i) for any reason, the finishedcoatgrading and other individual tot site work is not completed, the Town ° Engttatxr slssll determine the amount of a cash bond to ensure liner} grading and site work- This cash d bond must be submtttod <s prior to issuartee of a Ct>bficate of OtxuPaute}. 15. Quantity gtimates mitt be submitted to the Town Engineer (on the iaiclostxi form) for the purpose of . h7trP t d uantityUrg metes;Tiladivisionmust bonding_ All bolds Shill Enguic t0 the he losedmelt bond Polm) for and shalpurpose he se Posted Prim' JO 61u1g the 1Sroll plain In the Town Clerk's office x• F e V the developer chooses in aitbrttit a l otter of Credit for a one year term, said Laterof Credit must be renewed'j reoeed on a yearly Iwais until completion of the development If a new Later of Coedit has not been � received within 30 days before the expiration bate, the Comlu� ilcm may, m its option, call the Lents• . it is holding. - lb. A drainage assessment ice in the amount ofS300.(]D shall be nibmtned to this Commission_1T• No building permit will be issued until all modifications have been complied with, and the final plazas have been filed in the Town Clerk's I ette I8. Engineering comments dated 10/•LS 2000 must he addressed to the Town L•nginccr's sansfaciitm, 19 Sight Lire clearing is required along Smith Street in accordance with the reconunrndatituis in the sf jj traffic report Prepared by Bubatis Traffic Assoclatts- Black and white transparent mylars ofShtxtt 43 with the above modifications, togclhcr with three � blueprint copies of the online set of plaure Including arrhltccnnai elevations r must he submrttad to this ,,.I Commission within 3()days to be stamped and signed. The letters oCappttival of this Ctxnmrssion, at ' well as the Inland Wetlands AgerrcyrCar;vation Ctmmission, must be reproduced on the mylars. n ' .After mylars have been sagged by the Commission, they will be returned to you for Tiling to the Office of •. I the Town Clerk by 2JI7/01 Alter ftlita� these plans, a copy of the receipt must be submitted to the Planning Department- 6 t $tncerelV. 4(.!sL 1,tk�Atya � ~� ,� rn � S ra:-r•,� e,t t-' G 412Ct^1'♦ O �ii1Q e.e:, lG�!— �V�Y �`'s`;�ar i3r �' � � '�'��f1' .,r . f W_lttfl. Mu1Y. Chfinman �` -, � , •.i 4' ` Fels a J �,•� 'Yr' '. c y•t•} '� _ t�. Planning and Zoning Commission � . � .r '• � ,i1f tF .x r. -r •. +1 ♦r, rr�"q,���•.r� `6 �* �.r'1 Enclosures 6 i - . t r � �. r r4` - r k a„°F,,# r K r..w J -• ;. cc: Town Engineer >t Chief Building OffiAssessorcial �•�,,,� ;:. tar is s yt rs �,,F S ^ ' . i :, t' >, P:• [ f•�4�.err r i vex;�, *b� PSIS.. •'e??'t-_ � � � ,y #. '.. ,s ��r � J `` . tG 3''`,; .Y iw'•''rt tz 'y a'a'-` i. ,1, ,... :•,r. r -_,�`. e,t ,fc. i•.` fY.i# ., „r--' �': ,-; ,_,_... :,;,. r �. i'. -.i` S: zs., tc:: '�+s.� i,, , ;i.. ;-,.�` :,v � t ��t",,' - F` n,' i .., ..r:v i - L-',� _i_k,yy..� �. ,_ .a �;:.7f L ...,_: Y'. ,':•,,- __ - 8 r wn.; ::raj i..- _i. �,^„� :_e rl.,. ': III• � ; +�' :� * ...i. .'e:. e,t ,� .'y�r.Whl ..t-#•, nJ,. w.�' r„'�.:%,i.�., � �.} ;;'' .r �- a. '� a.e, 'i�:�� ?e :�,. rS; ''�- 'i r < •3..7•: N ' r � rr y vM1'� p . i , - e. '�' �,�„}_ L �:J c > . r, _+ � � .I a t� ''t : � ,r..., 1 �Y + y� f t i. •` y� .y M1. Syr y 4 +"-"%V .: tr "d" 'f?', ��'.f 4�4 ��':f ir. .t'fPt N' rfi:t�pr: '•'1 .L V. - l,: y, s• :•y t s * ,l,c „t,M + ,a, k, ti J }, ,� ry •,, �'ll s 5 ',, _ y t'}_a? '.: r:• _ 1-- it, '-•i;: it �' ,� ♦�- - �. <�..� r, tr i •'} t L .a - �x. i �'a _ r ,. ,� +J r y; ::. 3 :' " � -. ''� yrj, {,' .'. j _ # J,.-r. 3 r 4 d1 .•r} :'-.�7: h � -r ._i .r.; 'Y� :A, r } r- h'♦ #1-� j 2 _ �y � Ii 1 J ..J, Y}�. .l4 - d: f, ,r �4. .a i > •1,.e11- 7 i, - •.�';;t,• R ,, rr.. ,f ytJt l- .;' C fy`. � - �y.t. 't:' `�. t - ��• �� r. .r � -x` t .�"'• ,� �_ t• My"rf , ..� `Sd :. * ',. R •�. ''4 �?� t '' -� .., y.• ,-. „ '�,1 in„pu+ °}j � t - + yy i •r t < r w 1"' r + t r ° t K.F F'ruprrtiea jl� jJ /72U1:- October 18, 000 3ss'"k' ' +t• y^� �s °� ,r�'i 'S40 SULLIVANf t3 vAN AVENt0UTli WIN06CrR, GONN W07A p�yrr- v`t'�yo•� AwaA woE tlsu r 641-1a t , E � . , r 4 � • d' `° "�st �,� , ~ �°..t ,,' an < . ;;; appsKbit�rCgRiit+e d submitted prior to any activitjr�'' ' � Al) d must be obtained • ,,.-. ..�L j, ,� t on the site. .. ()ctr.tx•r 18, 2W0 �! �- �+x t r v .., �S.i�yn � � t.< '�. i ',a, a lc.. r•.rY , ;F lhhh, �'?` •4r; s .r. Yr� ,• i�. t+t.,* 5 A convect person Shall be identified cm the plans. �'�"' � r".s'i C.Prnffeti "P4!>249tI13T ,�?: •� , v <r,F ' r,x • ¢ `r"t'` �� � ''AsyK•.�t, 'i''c�[r��, •` af�•p �t -- fy$; w r �y +�< t � �• .. 6 4l''e recommend a bond ui the amount of S5,000 be submitted to the + Design Prntrstsion:tla, In::,. - �s � � r, '�v ' t f �; +' ~*f'_ planning 8c'Lvnutg Commtnxion rn ensure compliance with the l;rosion and + "" �• - , wit ►nK P rr Attu Peter IXMallk �: + r . �� S'{, .i,,. 165 South Katellur Road t � � r~rrrtyA��� tiedimrntatinn Control Mrasultw. ttiuJi Windsor, Ci' Q60?. - ; �4.�-„xa ,r,}�4 �: ,fs Y. We rctiximfnend a bond in the nfu.runl of $5,000 be submitted to the Platimng dC ?.Doing Cnmmft"ion for the cxrobbshmcnt of the detention i'f=r • * '' -e`.: -C- ,-... ins �'-,.sC 'r�� L' a4•]' f-7 , x'r- yYy-4 a v %.A.`r .. A v♦ y � � 'it -r9Ai. basin. '1'hc bond will Le released rifler erne gmwfnR seu"on after ensuring RE Appt. al)0.2RP K.�'�PrapertleitP � �rzrr �+!r;�'�ikt�°j- zr � 1,,� , :sratphtlhiticnt of g ter. Pa ., v -w a proper r plants, p ipt' 1 _ x l�+?t�• �.,' rr. �'; � '� ;• r x f 'w,t•+"4 r 4•`?' +� .t r„ 8 The debris ilr c,+ntturun wooden pallets must be removed Dear 1Nr. [XlltuOir p rt , �` ��e t,� y ��",,�{ '' ., 9. The walking paths tie to have ti w•ricidchip surface At the October a, 21ri10 ro tild[+t � g,�ib frtlnnd Wctlanrls ', ARetiay(Consrrvatttxi Commtasfnn .iPPntvrd application M(XJ 38P- K.P.ti �.tiY�t t-q��a' l0. An rancment in prrsrtve the northeast corner of tlic property from further t'nfprlrttier - ln4rrxl Wetland!Conainahon C'erarriiasion appriiration for the °4�� _ ,, development is to hr laced on the ro ray. Town staff and the applicant � crxa�vt'rtx•twn of a !tilt -tot residential aubrltvia:nn, n J5 tine senior rcardrncx 5 t: i+' � Prn P P � PP will draft the. easement which will allow wrlCllitC iaxA t and will bt rucrurc tievrioprncnt, wasocuitrd atomrwatcr atrtsc:ti,rca, and infrnat°��31ia ��- sw y subject to approval by the IWA/LC- tmpttxrtttents on Property klr;rirtxt itortheriv of 3mitt: Smct and Wheeler Road IAaseasor'a map a 17, pitrrxla a 1 ik la A 20 msidrntial aunt This I 1 Approval contingent upon all items in the September 27, 200.0 memo from ,approval is subject to the following cundiUrnvf+. .�, Jcif FulRer be met. IAttachedj. 1. t )nr hiui•pnnt ropy of the entire sit of plane and this Irth-r rcpnxluccd ~• � ,! � thereon, must 1JP submitted in this Commission This mart Ix '•+' �1 Very truly vottl's, �fi�, ��r +,��• '�y+'����"+r'�2 � } ? completed within fife deys of approval poor to any construction activity i� tin the silt Fvlana tiuwtriittrtd to Planning&• Zoning Lommrasion aliull 3+v . ' � � / /J• •�"� r•�: �" � +� g ci¢x ; 3�4 � 16��G('./r-- �({.�[�•���l.P�..i r,. ,-`"�k�'?r r =r_ p: Fie ctmsiderett h.tvinK mot thin rryuircanent :. � .. y � ,+-y tii r! � t C y,�•+I F 'a ' , ``,t th Warren. C'hritrpt•rsuu 2. The a cation shall indrmnifv and hold harmless the Town ofSotuh 'GK uK" wz ,'sv FJcf �,�t�,�'I s r � �t--. IIVI-AND WETLANDS AGENCY/ sa;�, ,�t -��ir.� h, r- Wind against any litlabtlity, which might rcault [inert the proposed $SLplr'i�t�- 8F.B1{AT�G►1lI GOlttl!tl i°'� n r � ` art"•rr+tion or use v, - � u " y ,> z'r r ..w f .tifi•-r rs x � ,:` ca."�° ��'�„r r �t ,� +, yC � ,:+•:4' i .t� � :.: == S •kar•_ _.y r � a f!'i* y �.. -K - - � A 4 �: f. - - � a: Ff' '': � ,h r 1 `` - °: ° is Y'' rfZ , - t tz , -. -• ;1 t -- � ` .. - ., �..r i'fi' � ,x'�qt*` S i ; �,K��. ,,�� a � r •,i` y fit •_•t1 3 The mitt ,ti v+ilitl for live t'ewrs and shrill ex ter tin Or•lritrer 4, 3!)0� V ' h t- I'¢ '!- pr p '� „, '" ,: fJJ r i � r lr'; ^+� EW:dr !t is the ltrndoaneryel;'appiii::tnt(sl responsitxlUy to rnrck expiration airier vend notify the Commtssinn of a renewal riqucst at. least 6aS pesos _r�, ,.t, � , , t n•. i a. �i-c'. cr Chieffiuild:nR Officialr trine ter expiration r •;, , � r" Jt w� j ie tJ , Town Engineer 1\!•'. I+LYJpC fair+;°%'•" ir. � �s 4 'rr _ iJr T, 1. I ,err . � , fI � � ��{ r , yL, ' f j;t �•^ ` � � ` '� ,t r d�.;'M -}ti t 'c,-•�, # } ,q < r � ,;. f .r" � �3gL � � �, 7 •Kd,,. + x�f t``4r :�f1G'WS�� � ^'� s � '� G,F,_S, � � �•f, -'t .x` ..,ir t 1 t n •:a f iy- t'� r{ TL us a^ t ; � t t . C� W tJ,ra`; Ji , ,fit k,r .- is ✓. .i¢ . �+\•��, r 6',�;�'„ -mil .� ,i, [ • � • 1 i _,{' .S �`�'` l 16� �• i'�'`vs '��,Y .� I �'•. S ! : 1 � .. j• 5 i ' , , f ';,�t� `�a i 'fv � .• r M1 �. j i �, :.r ice, n S v 1 � n r , �t t * t`'d• � � r;Plfra..t .`' 1 �+" + ' - z' • � ,'..,,- : t S d -e e ' e °` �� t 7 [� ri�'4tiy4 .' q i }• Y J.F Yr } - 'y.. - t f - ' 3�`^.3� p� fl., .c.. <r. w:' `•:�, fir ,t. s. ���5,.. `' 4 .%`'.t "}•.. ?k �.t ��i L t "� a: -;l.� r - W.' 4''- R'. •v„• >4. '.. -.�, •:". ::cr: �'fi ii _>'.P- / r ix' ,s. _ - ,-mow•",•', - - •�• ' ?'F .:. '' , : a:+, , ice. - ,. _ ' '-y� ,r,+c � :r " r t,. - ji . Qq .:.;7+!C-. �._ » :. •. ;: :,7rJ /•. .(. _. n..:., a4r.<.:: T 3..t; -�--� :.,.. .- .,:...:.J :-c .•'`' $. "'kxN. 4'.��N}'.}�! r:... 9. a. q 1 .>•r�r.K r.4. :G.. :eJ .1'. n➢k,. I. .1. ,�^"J-�` n •+, �- a '• -'! _ ?. '.:,...-. 9',-. _ . t �.� ''ter , .1. 1. ?G':.Y ,.�• ,f o • �• L - 4 •=r a - r • ti a- a• 44 , f 'q• L .,s i i~ i - .;. ��,. G 1 .. ,. n.•-. i. r. : ..gin r.': :.i 4� '�'7, r.,,-.. ! -.. i - : f. \, .. ,ni. , ,_ _, ,-- ~d-r• r k� ,-'�'5...r•tv.., w. s. .y.• i Y I �'. � , •r� .J- • t: .. µ, :--... ♦ a'_ . - .. .-..., 4.. i, -. tit, �< -.✓ r .J pp✓.i J .S,,v:- h_'.1 ,l K - , i' • _ - a � .>. ..,.. �' : d s.-•. '... _-•. .�., ., �_ fie ;i' :�• v . }v :. . j• ...�• .. {i, .. .. ,_ . -..y� ..� .. ¢ .- Ll .As _ -t, . ..-. i .u.. .err, �. h, •il✓ f, ..<. Y•'. ant d i Y Y t +J•' + 'S -S• , :'r�"-`� - . •S . t. F . • 'ter..' = .. ,.� ..-.. , i< ,... .. era. ., - .. ".jt,.'. ., n ... -. �• :.. T•ti •' . � •� ry - ti: •' Q.. , f rx. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS , LOCATIONS AS 51•tOWN, ARE BASED CNJ AVAILABLE Lg,, :.:� a r �:j F !� ♦ � ' \t,. . .-c fit' INFORMATION. ALL EXISTING UTIUTtES SHOULD _.__ .r�r ,`''�J�` ', 'f`:� :;"' a k it F--- ! �,'� • .*: ' !� t!; ,�-"a• s 'r' `'tf 1. � �, �� �'.-�'I -.1 �• x +�J P* �F ♦ i'�.,f GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ' ' �li�,� ,' �, �ri r• ' � � �r°�., � 7,�t^� � s` 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD '� -r ,+' , �v, �' ';� �Lvt �`Ka ' c r �`+�}, � 'ytt y � o ��- t �a+.' y;• err J� #>, f�s � r.} x�"' �'r ' _ U _ . . 8Y A LICENSED LAND SURVEYOR PRIOR TO ,,�i . }�'� ,tom �CLL�.r•'•ry "•' .., t{ ti ,. CONSTRUCTION. .�' , . ��e r � 3i'�`<; �� •n•,rr�}„ .1� ��Y �,a ,�.'krs '"` as•" ( IN l''E,r�'I' 3. 7HiS PLAN IS INVALID UNLESS IT BEARS THE `•�F`0, 9� 1 inch = ft. IMPRESSION SEAL. AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY The toners of approval of this Commission as well :ss the Wind Wetlands AgrrcvrCtJnservation Commission must be reproduced on the mylars, After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a cepy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town (-lerk's office The sptxnl exception will take effect upon filing Very truly yours, Walter I Mealy, Chairman Planning and Zoning Commission Wlhlhilf Enclosures cc: Town Engineer Chief Building Official Assessor Supennuaident of Pollution Control Fire Marshal g � /�'ilJf'L � �-pGGt•�L LGIJG�LL�•CYL s 1540 SULLIVAN AVENUE • SOUTH NANDSOR, Cl 06074 TELCPHONF 1860) 644-2511 Nove all& 20, 2000 Mr. Pear DeMallic Deign Ptofeniooais, Ira" 165 South Stedlite Bd South Wmdsor, CT 06074 RE: Approval to o0enect — Vnwe:lc Fzwa — Senor Residesce Oeveiomeot Dar A&. DC AUW. The South Windsor Water Pollisbon Control Audwty, at its regular mooting of November 8, 2000, pave approval far the conowtim to the Town's sewers¢ syatcut of a reskieatisl, setter I Fs,1, srce tiaveiopment iocated tin Wheeler Read and Ssmth Street, as molt s p=ficaDy shown on plans enb&d "Wheeler Easa n and Whecier Lsalla SRD" peepared by Design Profesaroazht. Proirra No. 595, Dtrawmg N04 595 data d 6-9-20DO wah revisions 7-24-M 8-24-00, 9-YS-00, 10-9-00r 10-20.00 and tibia t to the tenoning iondinom: 1. Technical approval of ibe Town F�� Depiaftnema• -0 Final AW6onty approval and act pb= of die sawary sewage connection will be given once the sewer lice has been iioulled and iaspectcd by the Tower staff wad batted upon the vt+riwcu vaifia boils of the Tows staff that said sanitary sewer We was tastalled m aubadmtial conkirmanice with the destga phm ptwv_ozlY d by *a Atrt orzty, ad mnimg till Town reolallmm and Appropriate uxbouNd spectfsatrons M to zxmitzy sewer 000structroo_ 3. Cooddioatl approval was grvm and final approval will be $zmted when a legal. opmmn Rain the Town Anotney, rugsdiag a public sewer dranitag am a pemic laic as obbnte& 4. A docm=w is provided to the WPCA to protect the Town in the evert a blockage of the lino where to occur, on the swum tofthe sewer I= airach n privatdv owned, stating the respoombLity of risk world be an the devefolter. Tkis approval leew most he soperiapose d on the final approval PhDs. Very tri}iy jOW3, %mm •»n, Cluttamin <WWa�te+r, Poflotioa r_ontrol Awl carV l A-dd OC: hbt*ww Cialiigan, Town blamger MiLbael J. Gaadc c, Dinearir of Public Water Ierr- I7=ctttt, Tmrs Eavueer Manta Ba=dL Divctsr of Pbnoing John f lulthm (3ndBmldmg impector K. F. PropQtusl I. LC. WP('A - Fo�rn Lugk, Plant Supervisor — 860 - 291 • 8-'5` &esign si�< rofonals, Inc. Civil Engineers • Planners • Surveyors a GIS ' satellite ,gad south NInvsor connectirut OE ' APPROVAL LETTERS DESIGN.• GBS 1DRAWN: HWH I CHECKED: GBS ,/OB No.. .595 DATE.•_ll/20/00 DRAwi'NG No.: 595-3aof8. DWG SHEET WHEELER ES TA TES SUADI VISION � WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT3a Wheeler Read & Smith Street 1 1 SOUTH WINDSOR CONPTIEC'TICUT / -'.�'.?L!C"''?"}"''t.'"'.T'r.•SW _ni,-. _}: '^!�['.NF;�, ,.I n. •...• a qTTM raft• .'>"Ri°Ff •�['�,T ap5'?Ras"'.•.'C', .,7• '1'-;�'1''9A'='7$7"'w-3r,�;-':r.'R ..T"., ''_�y. -¢ .•! .f .,1. ,J _. L. e!;.7: ,.r .•,._ys•N, y ..,1.-v i1P A.. -i �i4., ., ;7. 1.:7 I , } x-. 4 _ yyyy x 4 • ... Vy4!'•S�...,1,�'•4� i•i 4#1.' .`.<I- r,y .Y i f �•. R ryi, li �c 1'; __..-.--__-_ ' + MAP REFERENCES.---- �q LEGEND NOTES 1. PROPERTY OF CHARLES 0. LAVOIE TO BE CONVEYED TO ROBERT V. NALLIAMS, L ' A EMO E AND' FILL EXISTING SOUTH WINDSOR, CT. SCALE 1"=100'; DATED NOV. 12, 1960. PREPARED BY SANITARY SEWER LATERALS 1. PARCEL AREA: (1)= 408,817 sq. ft. (2)= 108,260 sq. ft. s CECIL W. BROOKS. Q IRON PIN TO BE SET CuR F UND TION BLDG # INV. A,T BLDG INV. AT PIPE LENGTH SLOPE 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. SIGNVE �.�: r-,,c ■ EXISTING IRON PIN >N q 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CUNNECTICUT, 3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND L�W FLOW CHANNEL ( E DETAIL) SCALE 1"-40'; DATED AUG. 8, 1991. PREPARED BY DESIGN PROFESSIONALS, INC. 101 9&0 96.42 33' 4.8% � MONUMENT TO BE SET ADRIAN S. KEBALO. � /*�> �'�v C"ca 3. PROPERTY OF CATHOUC CEMETERIES OF THE ARCHDIOCESE OF HARTFORD• INC., 102 98.C1 96.30 32' 5.3% ■ EXISTING MONUMENT � * F 4. COORDINATES BASED ON C.G.S. DATUM. pT �yc7 O �Fi► ST �, �` BUCKLAND ROAD, SMI STREET, AND DEMING STREET, SOUTH WINDSOR, CONN 103 98.0 95.64 42' 5.6% � t it M.. EXISTING UTILITY POLE i �iT AT E SCALE 1"=100'; DATED MARCH 1967. PREPARED BY HAROLD R SANDERSON C.E. 104 96.5 95.43 22' 4.8% 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. "wF� �:,•g,Y.= �, / \ >s9r> AND L.S. (MAP NOT 0 FILE). 2O1 94.5 93.23 47' 2.7% `� PROPOSED UTILITY POLE n " 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH I Q 202 94.5 92.94 53' 2.9% _ � = EXISTING CATCH BASIN AND PIPE WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS O 4. PROPERTY MAPPE FOR JEAN MARC JACQUES, OUTH WINDSOR, CONNECTICUT. ?y �aa' o`+ F> q^ tat�� \`/ SCALE 1"=100'; DA D SEPT. 10, 1986; MAP No. 91-85-1A. PREPARED BY 203 92.5 91.85 30' 2.1% ,-r+�� PROPOSED CATCH BASIN AND PIPE `�� RIENO E. HYYPPA D ASSOCIATES. 204 92.5 91.65 17 5.O% v- 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN 301 89.5 88.71 32 2.5% � PROPOSED STORM MANHOLE "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY O �q SRc s [,t-> " _ a "' a }T ,•'�%:'•- 302 89.5 88.45 50' 2.0% - = THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. - EXISTING SANITARY MANHOLE AND PIPE �'Y / 303 88.5 86.5 7$' 2.6% 8. THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4/7/94, A 5 4OT �`� 304 87.0 85.7 57' 2.3% {S)"- PROPOSED SANITARY MANHOLE AND PIPE FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A #1 fd�d 501 94.0 91.86 53' 4.0% 0 HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREE! / I ARE / 502 94. i' 91.98 85' 2.0% o3J,OS PROPOSED WATER MAIN AND HYDRANT 9• INLAND WETLANDS FIELD DELINEATED BY HIGHLAND SOILS, AND FIELD LOCATED 503 94• i 93.21 73' 2.0% BY DESIGN PROFESSIONALS, INC. 93.90 55' 2.9% FtR�N+O 0 17 O �ft / 601 95.5i 10. ALL STUMPS SHALL BE DISPOSED OF OFFSITE. �cs`` � O• • �� 602 96.G 94.03 70' 2.8% - -R.L. ROOF LEADER 6s23 ^ NOS / /�-, ` \ 603 96.0 94.90 42' 2.67 SNET c 1"7�54' se 7 - - / ram. 604 96.0 95.25 28' 2.7% - S - - SANITARY LATERAL 1 R=50.00' 99,0 98.3 15' 4.7% ELECTRICAL SOT r o 701 w WATER LATERAL Box 702 100.0 98.85 34' 3.4% ORYWELL STRUCTURE SCHEDULE 2 K �OoQ �� cNi, (=90'00'0 703 101.0 99.20 64 2.8% o o #2 330 - EXISTING CONTOUR ;TE2FET' tiF / 0 04 2 3REA 704 101.0 99.57 58' 2.4% - 330 - PROPOSED CONTOUR STRUCTURE # TF BOTTOM OF INVERT 0 may+, 09 \aj 705 101.0 100.17 42' 2.0% 0 4 f DRYWELL PIPE p ^ 1 � ca� 6 ac t. / �, 706 101.40 100.17 60' 2.0% 156.3+ PROPOSED SPOT GRADE -- r Gpr \ /'` o R: F rgRo 1' 5 I`��' 400 85.0 84.24 38' 2.0% SURFACE DRAINAGE FLOW DIRECTION DW 1 10".5 99.0 102.5 ddslp tl 1 / DW 2 101 0 96.5 100 R gO.S / \ ALL SANITARY LATERALS BE 6" PVC - SDR-35 95.5 91.0 94.5 O I �• \� °ti'r Y / CO � �■■�■ LIMIT OF UPLAND REVIEW AREA I DW 3 O ti \ / \�? i / % \ l DW 4 95.5 91.0 94.5 Pam\ MI ' 4 ! �\ \ OW, 1T25 �� O 2 #3 \\ \'\\ (80' FROM WETLANDS) DW 5 105.5 101.0 104.5 2F -� 111 5 1N C,; 2 29) / , INLAND WETLANDS D STOP 11 �� / Oi a� O SJ ft / - TP \` ( �� ,' ! �,GAR: oo D #1� Q� 0\ \ ?`336'/y APPROX. LIMITS OF CLEARING =� l r l / /1, o F• \ 96 71 F>F p a 17 WETLANDS FLAG 1 4, ® I(\ 4,?4• �"` uo SHED OW.• 111 o / 2S' gOFF � - rr�j?o c/o C EAN OUT / cc.sT.-. 13 6 - 1W13 2S3 S 9 F �i 19 PAO \ \, \ F'� No OD A 1 \� >' M5 40, A 6 n�1 45 US NO OUTLET �' ' ,� / l / �f - /1 �FRTY SKI 1 / ��/ hfpF QFF o>NE hF�o I GRAVEL ACCESS DRIVES 116 Z ® \�.,4cE ` s 4" TOPSOIL OVER B r6�j S' o ` ^� ► © ` ® #3 'OFR y°p� /-�' N ¢ 6" PROCESSED GRAVEL 0• / '� n RL , - ® QFf NF s f\/ \\ O ' , DW #4 < � APPROXIMATE LOCATION �' L 9,_ �s '42 Li S # \ a C)OF SANITARY LATERAL 12 �'° W ( 1 \\ /' 40 2SS S1, W /' L r 51.9 CB 18 - \ •9O�r N � / G 0`3 ` 82 5 � 8A IV�' �82. 1 F F 117.0 4 SMH 6"V ' ''.. �, ,,;<r` 'C �' �� } / / �\ N OUTLE / \ �; STORM DRAIN EASEMENT to Q / ��� STRUCTURE (SEE DETAIL RVE 16.0 116.0 / / r 1 *':' N FAVOR OF THE © / �/ _ �''' \�� (INV OUT 83.0) o ` ` OF SOUTH WINDSOR © g 4 y� / �� 31• .t=;, S1S30 6 rn 1s�7 1+00 1g 27 ►y 0 + L = 1 0. 6 ' - �� 9e s / / IPR� 1 o I gg yss 40 72' _ �S°°7 / °CB 10 H rq KEBALO "LEA E B'" GAR ` T Py VE DRI CB 6 } c, I . a30 x 2.o noN / Fx ti / / f '• p �sR0 / / °0 �`\ 4 /9,.a, r' l X o \\ , ci•,MSF,4sr 1 �"� l t\ .(V FF +cP 1 CB 11 Pe�`ss SMH YE o / Ai 1qw'� #3 DToo I , '. O/ 0 94 ` S�,, ►'OT / ( E DET 1L -f- - / 5 221 / / / a< A10 - CB 9 Q4sM5. - / 7 / <P r8 t• EXISTING SE TIC / -; q O i 3 Ex 4<9 \ p T / \ o �ti MMVN/ so , 1 4 ._ 13 t y • J /$ , ' 6 TANK AND AC NG ?4 \ SYSTEM T BE ARET. R i 1 AND ?vy j WWAIM WELL - 22 �,� / c��,� (n�. 0j EXIST. WATER SERVICE >R£N�2� �j MAIL TO BE ABANDONED �' 1 '� C`i�4` ^� •, �j / �zs p�SB"W / `/ 1 S ''/' BOX AT DEVELOPERS EXPENSE >p9 kx ` / \ +o' ' ; �"• �y S y 'r SO SNET �`o �i�qR x 1 r 1 1000, 1411 ` h+ i , t� 5 YqR� n .. l c V I $18 �( LAP 6 9 "KGAZAeC) RI"ABLE LUNGE PO )OL ,/DET/ G F / I E S i PIT DATA \ o R #4'�, © % TIE ALL ROOF LEADERS INTO FOOTING r \ D l \ AA 19 18 DRAIN OUTLET LINES FOR ALL ROOF ``�� DO' 0 �VI % SMH 8 CB 16 TV #1 LEADERS NOT DISCHARGING INTO _ �`' DRYWELLS (UNITS 12-22) ` YD 4 �O� © �� 22 60 0•-10" TOP SOIL � \ �n �� 27 21 10"-69" USE 8" PVC PIPE• QWN -FINE- SANDY LOAM 0'3'I,` WATER AT '.," �� \ BUFFER (j+ f /locr;� 04 v i © ` / 2g 28 23 7�4, ` ALL FOOTING DRAINS DISCHARGING TO STORM SEWERS SHALL HAVE ti/ © 26 MOTTLING AT 3 y�r BACKWATER VALVES ACCESSIBLE FROM THE SURFACE, SHALL BE IN v 60� / / 24, s f ,cc ACCORDANCE WITH LOCAL BUILDING CODES, AND SHALL NOT BE �n TP #2 ' _ w y ALLOWED IN CATCH BASINS. \ ty `�� X 2.0 / 1 55 10/8 0-12" TOP SOIL © S03 32 25 54 4 �hV� 12"--22" LT BROWN FINE SAND, 22"-80" RED SANDk;, 4 ds\ \ 80"-90" RED SILTY LOAM 30 r , NO WATER FS �n35NCl NO MOTTLINGy ��,, SRD UNIT ELEVATION INFORMATION si8sr \ 6(� 1 / P\��y / o TP # = ' 0• 14' LT BROVO4 FINE SANDY LOAM 14"-36" RED BROWN FINE SANDY LOAM 36"-40" COARSE BROWN GRAVEL 40"--94" RED SILTY LOAM WATER AT 88" MOTTLING AT 40, .. � TP 0 _ 18" TOP SOA �71 18 40" 1 T BROWN FINE SANDY LOAM 40"- 65" RED BROWN FINE SANDY LOAM 65"--90" RED SILTY LOAM NO WATER` { MOT T 65 a c TP; 0--21" TOP SOI(� � 21 "-42" IL BROWN S SANDY LOAM 42"-50" RED BROWN LT FINE SAND 50"- 54" COARSE BROWN GRAVEL 54"-70" RED BROWN LT FINE SILTY SAND 70" -100" RED SILTY LOAM r, UPSTREAM STORM STRUCTURE STORM DRAINAGE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #1 108 LF 15" ADS ® 5.28% CB #2 CB #3 20 LF 15" ADS 0 1.07. CB #2 CB #2 115 LF ti 15" ADS 0 0.87% CB #4 YD 115 175 LF r 15" ADS ® 0.57% CB #5 CB #5 20 LF 15" ADS O 1.0% CB #4 YD 114 200 LF - 15" ADS O 2.35% CB #4 CB #4 125 LF - 15" ADS O 1.57. CB #6 CB #7 65 LF - 15" ADS O 0.5% CB #18 CB #6 98 LF - 18" ADS O 0.6% CB #8 CB #8 122 LF - 18" ADS O 0.9% CB #17 CB #9 112 LF - 18" ADS ® 1.60% CB #13 CB #10 22 LF - 15" ADS ® 0.5% CB #11 CB #11 90 LF - 15" ADS ® 1.33% CB #9 CB #13 90 LF - 24" ADS ® 4.557. OU1 CS #16 65 LF - 15" ADS ® 1.0% CB #13 CB #18 80 LF - 15" ADS ® 0.5% CB #6 CS #17 128 LF - 18" ADS ® 1.7% CB #9 UNIT - - -- / . 36 Ad: a� # TF FF GARAGE ?. 6 4 y / � - V 101 105.0 106.28 104.3 102 105.0 106.28 104.3 103 105.0 106.28 104.3 104 105.0 106.28 104.3 201 103.0 104.28 102.3 202 103.0 104.28 102.3 203 103.0 104.28 102.3 204 103.0 104.28 102.3 301 99.3 100.58 98.6 302 99.3 100.58 98•6 303 99.3 100.58 98.6 304 99.3 100.58 98•6 501 101.0 102.28 100.3 �s r \`o • R Y �\ 37 51 / STORM DRAINAGE STRUCTURE SCHEDULE s 41y�`' \� �0�0 / / / / CB TYPE T F INV, 20' SANITARY SEAR EASEMENT ,` •(�' IN FAVOR OF KEBALO \ '4-2 d'% �pZ-6 50 1 C 109.9 106.0 2 C 108.2 100.30 �, i 3 C 108.2 100.5 g0 `�, / 4 C 106.6 99.30 '� •� \,�a / 5 C 106.6 9950 / / 6 C 105.2 94.50 18" out 45 '49/ NOTE: LIMITS OF CLEARING 46 , / / 94.75, ,, in 7 C 102.8 95.5 (155"-)) COINCIDENT WITH 25' BUFFER LIN 101.0 102.28 100 , (4"))„ ( \ / / 8 C 10405 93.90, 94.00 (4 ) 502 3 503 101.0 102.28 100.3 601 101.0 102,28 100.3 602 101.0 102.28 100.3 603 101.0 102.28 100.3 604 101.0 102.28 100.3 f 701 108.0 109.28 107.3 702 108.0 109.28 107.3 703 108.0 109.28 107.3 704 108.0 109.28 107.3 NO WATER NOTE: ALL STORM SEWER PIPE TO BE ADS RATED N-121 705 108.0 109.28 107.3 MOTTLING AT 52' r 706 108.0 109.28 107.3 h �.' - 9 4/27/01 REVISE SIDEWALKS MHA r_� a 12/5/00 PER TOVM COMMENTS Gas 400 92.97 94.25 11 J9/00 PER TOWN COMMENTS HWH UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION °'�WEWERAM `.STRUCTURE SMH #7 250 LF 8" PVC O 1,04% SMH #6 SMH #6 135 LF 8" PVC O 1.44% SMH #5 SMH #5 300 LF 8" PVC O 1.977. SMH #4 SMH #9 244 LF 8" PVC O 2.5% SMH #8 SMH #8 162 LF 8" PVC O 2.31% SMH #4 SMH #4 120 LF 8" PVC O 4.30% SMH #3 SMH #3 65 LF - 8" PVC O 1.30% SMH #2 SMH /2 _ 85 LF - 8" PVC O 1.67% SMH #1 j i 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20--300b--1 THRU 20-300b-20 oo LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN = c 10/20/00 PER TON COMMENTS GBSWW X452 INFORMATION. ALL EXISTING UTILITIES SHOULD 5 � THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC._ �; GRAPHIC SCALE 2525 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �q 4 10/9/00 PER TOWN COMMENTS GBS AND CONFORMING TO HORIZONTAL ACCURACY CLASS A 2 AND VERTICAL ACCURACY CLASS T-2. ?a �$y °j 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD *N 3 9/25/00 REV. BUFFER GBS°T� - d BY A LICENSED LAND SURVEYOR PRIOR TO a� -- TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.`, CONSTRUCTION. t 2 8/24/00 PER TOWN COMMENTS JAZ y y F ! q a ,Y r ( IN FEET ) 3. THIS PLAN i5 INVALID UNLESS IT BEARS THE 1 7/24/00 PER TOWN COMMENTS CBS 4 'K '' ` . _ _ `. 12882 a-LOMWAI-X*�IlACh = 40 tt ,T IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER,/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. . REVISED AS PART OF sr1 �► CHANGE ORDER #1. / 9 10 11 13 YD 14 YD 15 16 17 C 98.00 C 100.5 C 1005 C��2. C-L 107.8 C-L 10 .3 C 1. C 99.5 88.40 (18") 88.65 (15") 88.80 (4") 90.0 (15"), (4-) 89.85 87 85 (15") 86.60 (18") 86.10 (24") 104.00 100.50 88.50, 88.75 (4") 90.8, 92.80 18 C 105. 105.2 95.15.15 19 C MATCH MATCH 860.291- `' PROPERTY SURVEY ■ - 7opoC�QPHIC P��1 esign SUBDIVISION PLAN rof e s si on a 1 s, inc. D£SIGN: GBS DRAWN: JAZ CHECKED: GBS 2 Civil Engineers " Planners • Surveyors • CIS ✓oe No: 595 DATE.619100 r, sz:,ut` satclhte rood • south w'indsor • connecticut 06074 DRAiYWNG No.: 595 595GRADING.DWG RESURVEY PREPARED FOR SHEET WHEELER ESTA TES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT 4 Wheckr 1 SOUTH VIINDSOR CONR FAMCUT 44 „o, '$' :a ' . a . ..T ,a • -3 t #p1*^C• ,Y �Vq 'jami,.i Y "1.w� .�,'' '�Y.�.k 4 . ,. w :> a .t . .. 1 a .. • l . ,. ( : .° i. .- i f Y4 ,., .. i '. , y, < F .. . 6... :5 .,r .'7\ :. -. . .Y 1 e .•Y.. •" �, i ,). 1 ,._ NN -. -. .4'. .k1 '.+" t .. >, • aY A.. f .Y ,A" `4 C ,, 'Yyi.-.3.. "��j;, , _�. d, .,.a. , , '�.. , .. ... ... '�,- ,Y .. -.. .._ ,."p.,.. r•_+. _ . ,, ,, c..-, .. _. €' ..o,- . i ',.:,.d - ,'-ice. , 'i • i "' y ti f �'T S18 23 36_W 17 7 96' FIELDS 2�' MAP____o- ``es » k 4 _ _-- - _ ..._.- -- - 78 GRAVEL ACCESS DRIVES _` 1 ._ �... •...,�t . ",.t - '' 4 TOPSOIL OVER f r. _.-------- - 117.74' 6 PROCESSED GRAVEL--- --- � �� -• t� '' *- � -- - 106.00' TWO 8" 45' BENDS � -- `• ,, I W/ THRUSTBLOCKS , I y � a © �N BASI tc rt • �', +kt'Ct�u' �4;' •'. •r� e P I RL v v 0 BEAM N�I -' �� -�' •# `S•ryr'' Y.�r �� •� $"-4`J• BEND RIPRPP Ep p '7 • .' II hl` i5..• is '�.. ..y •'{'Y+ '. P i 1��' 1 .r i+ t ♦ 4 : YN- { \ _ ..r.`Y.-f•>.°. �� l/1 : ..+iYSs.' S_..xt.,ti .3...a sn- ...r k . I �• V © •.+` �,^►.t +yll^. . a : -,4A p citJ! ,i 4: .•n 4'k'-a. T j•.•s sy 1 r'Y. \ w1 O �7 l . �.K .Ca ,+�,Y•HY 1C.r.'.�-Y TT�j' - Ji'1.X ,ti6:. _� K I O� " © G r 302 Ov \ �• /' / I '' ti $ ,r r LOT #1 A" I LOT #2 r © IZ-fit.>7 ry4 �rati`a Yy�`rti rKr. LOT #3 AREA 1 AREA n 1 u K'. ,'aitcx +''L1Cr 1%VS /Au. r,rc - x II Lei O a,,. - `'a TF ro MATCH EXIST CB 'C �1 �w 2 *l^.' L.2�,ef�; \� - ;:�« 31, 057 t ft• ^ a 114.0, E/ypNEER \ C/ f of�- "� f.,d `�' 20 0 9a ft. I 22,297f ft. z v� To CpNFTRM AT TIME ` .i r a,k u.x nP w. ,,' •,kS, 0.71 aC _t',. 0. i C v O © S�N Z �PQ15�� O STAKEOUT.) `} cr �� ?' r Z 0. 51 a I L \ O 8 X8 M. G. �TE 1 Y'�►' t k II f N a4+a n -x: '•i I 1 j 1 ,1 n ( L- J •< '� fjw ��,,A-M &:;. 1 �^+• i ' , .�.. , ..". k` rl: a , ems:`, .. �1 1 O% lv�N \ O`l, ` / ��',� I rn � GAR F 0 P LE t{ . INSTALL 6 LF 15" 'a ' `' I } 0.5 -. N 1 .0 G \ � � }}2.5 c., t12.0 ADS PIPE, S-a5z < House FF: ARE I �� � �, �,. 111.5 11.0ST CK 1 Ft �•�•nos A/ArCH INV o EX/sr CS x-k* Z r O\N. OW: } 175 � fTl t L V - Proposed Pt opoe 5 -s-k o 00, 2 185 I 155.o GALLMUNIT EC R\PRP �E � EXISTING 12 X8 '.V M1 R� •oo°°' 1 I6Gara9e Ittf { R c� _ R's�., ALL�� 1 -v �y90 .5 i 6" (110 S 49.03' _ -1 1 00 4 7 � REDUCER & 22 I ti� l ?"X A o.� _ o° VE 2 25 GAZABO 6"P c I YDRANT A �� � 210'°6° ORi 4y , tx*�• ,,;; ` `\ BANDON EXIST. M o ERVICE AND CO ECT ,�o �p 39 4 O TIE ALL ROOF LEADERS INTO FOOTING REPLACE EXIST. CATCH BASIN TOO OX �`�{ NEW WATER N. Oc OPR�p a s n To 1 6D G0 �g 9 TWO 8" / LEADERS NOT DISCHARGING INTO I 5 18 P\. DRAIN OUTLET LINES FOR ALL ROOF P� \N - { �EN G0 G. V. LE DE 0 D S WITH NEW TYPE "CL" TOP CIF O s P G E�o�Eo II g.69' 519 S$ G. w LKING PATHS DRYWELLS (UNITS 12-22) 138.71' - _ � }16. 5 __ ,� o dog \NON 6+00 � P PR P ws sL8"x3 4C � USE 8" PVC PIPE -- L=32 45 Ft '1�` ALE O S 1 A.-� S \ \ PR OS a I -- 4 4i _ 2s. rpTAi `' F SO S W ZO METER PIT FOR Mx S01 / • - ..„ , ;, , 4 �g � N24'43 186. _ L Tan-1 25 � 1 275 0 15'30'27' S G'� � ?1 ,�; S 2 c� IRRIGATION USE ° z r� `F t00�4\ AL - .__- _. 8 16 0.1 I p\� R.=225 00 LOWOFF ASSEM IR 8"x2" TYTON PLUG \\ - - -F } 265 51W k� w �6 & 8 I�EL C'/T /T OA - +--- N 24' 3'2 E ---- I -'�_ __ 2"x$"s`f2 DU o W OTH STBBOCDKS tip' G G8 $„G.V. ' * C S '\ 2 .15' _ }{�}+��� ' _ 4+00 y / 1 O/ Q O.L. J A. INSTALL BACKFLOW CHECKVALVE ARN --r-- � 6 s,. � ' ��� ;s �"^�`•�'^�i:? G _ EXI T. B 4- Gg c,. ' 25' \\ / 1 6.os' - 1Op. o s a'Sa R, s C. ALL ROOF LEADERS TO BE 8 PVC PIPE 6' 31.55' 40 5.05 4c 7S p0 _ �__/ •\�is�0 Ste_ „ �-. "•� '"`- = 1 9'31" .s A` f o = os•155t ( � T, 3s' ?• . � sIa'Si•ss'w FOOTING DRAINS TO BE 4 PVC PIPE A 4 S4" ` " �� q / / COMBINED ROOF LEADERS AND FOOTING EXISTING VALVE �` �;' r R 50.0' F 2>0 oa- L 8.65'., I 6 VC 9 R= 00' r tJ2 Wit, g��y�," �V �. � T 8 f' N � � ` �1 I �� G x / G -" 1 X12 TAPS T=3 71 15 \ /O A5 L 6.1' o° I TocxP E 3.13• ��5 N 8 s DRAINS TO BE 8" PVC PIPE 2 �' , a 1 ,� I oIL s & VALVE O.L. TAP M,: p SS•0o s `5' 3s` s1a111 'w_ R� Ge sM N o iNST •r ' .s4's.•=' `._ 17,; •1 . L- r 2" / UPSTREAM OF �o\ \ ��`'�, T= _ � - 2 G. TEE s � �_� r Q ^`„`� +-. INSTALL $" }� 8' EXISTING VALVE ��`,7. IMEANOUT IN 103. 9 - 503 FIELD LOCATE �� Z �e. J GA 70C Q r » �I 4�*:. ;: i` e. 0 �gy5'S1' 1'1, 1 , 2.0 _� W + 12 22 1 2`,,, �� , - � �� = jN �-� R = 2�S.00' pow }11.1� I s s � L - _ _ / MAINTAIN 10 SEPARATION BETWEEN N\¢ BEND r` T = ' 87 I { O © / WATER AND SEWER SERVICES AND \o L 3,s7' {w © ` 604 MAINS 1 v. '\�O ,1ro• ,; �o pus o © / 7 01 �_ / n o 194 0 603 ALL FITTINGS REQUIRE MEGALUG BRAND 1 1 EX. HOUSE O U i' J 7 O S SIN ' 01 / PROPOSED MONUMENT COORDINATES -s �, GP o �Y{: Na '� 702 © 6 RETAINING GLANDS AND THRUST BLOCKS MONUMENT # NORTHING FASTING M1 N 355585.9513 E 649916.2578 M2,V N 355566.3997 E 650027.4309 M3 Tr N 355601.8165 E 650006.1325 M4 N 355598.2031 E 649949.4224 M 5 N 355789.9606 E 650037.7217 M6 fi N 355769.0476 E 650083.1381 M 7 r \' rJ 355820.3133 E 650049.1261 M 8 - N 355806.1454 E 650097.0768 k M9 ` N 356037.4575 E 650113.2854 M10 ;- N 356023.2896 E 650161.2361 M11 ' N 356088.3204 E 650110.2664 M12 N 356064.344 E 650191.4137 SNR2 ;�7u sed P iNSTAu i 704 © __--r © / S AS NECESSARY. 7 \ � `x+ :h" I� I{ion i c1ENOMT I G I d ENO LOT ##4 ! �Io 602 \� J� LOT #5 AREA - RL,_____! RL 703 PTr NO 470E ft. LOT #6 AREA �N� sE���c 22, g ,y r t. AREA 0.51 22,221t ft. ja,4Ma,Ea' o� _ _ _ _ , - - • - <,Sa f4�� 31 968E ft. 0.51 ac.- ti�T �d.. PLAN VIEW _................ i\ 109.00, _. - S "w 753.18' \ MENj 109.00' - - e EPA DRYWELL STRUCTURE SCHEDULE sti-gP�o SCALE: 1" - 40' N ALL FOOTING DRAINS DISCHARGING TO STORM SEWERS SHALL HAVE • t• 3 ;g"i x t Y :`' F T r:..t ..''+ ti tit , o-s.. r. W0'c0 io 1 r �° „t. J FA "+ x' ' 't• ��5\ 'aov �Ip�N BACKWATER VALVES ACCESSIBLE FROM THE SURFACE, SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, AND SHALL NOT BE o ii n 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o, INFORMATION. ALL EXISTING UTILITIES SHOULD $N A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR 10 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR- 0 LOT # 6 Z I FF 11 LOT U. 116.19 114.28 IF 116.08 0 � rn !� N Z Op0 V) 0 LOT GR FIF 112.0 0 LOT #3 F1 04 tn ANG E POINT M (n ANGLE POINT 53 STA + bl EInc) LE 109.50 �F %GRADE IP w S 250 IF 8 p- F^ L 15 A S s- - 1 ij S CB Nc. 1 60 INV: 1 C 6.0 15" TYPE 'C' iN Z o z - ST: 2 15.2 CB N . 4 98 LF 18 -- + N INV: 99.3 15" -- --- - TYPE 'C' INV: ST: A 100 0 4 +31.9 INV: 101. 4" INV: 99.5 15" TYf E 'C' - ST. +31.7 IN 97.40 1 " END OF CUL-DE-SAC ALLOWED IN CATCH BASINS, UPSTREAM STORM STRUCTURE STORM DRAINAGE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #1 108 LF ti 15" ADS ® 5.28% CB #2 CB #3 20 LF 15" ADS ® 10% CB #2 CB #2 115 LF 15" ADS ® 0.87% CB #4 YD #15 175 LF ti 15" ADS ® 0.57% C6 #5 CB #5 _ 20 LF 15" ADS 0 1.0% CB #4 YD #14 200 LF - 15" ADS 0 2.35% CB #4 CB #4 125 LF - 15" ADS o 1.5% CB #6 CB #7 65 LF - 15" ADS 0 0.5% CB #18 CB #6 98 LF - 18" ADS ® 0.6% CB #8 CB #8 122 LF - 18" ADS 0 0-9% CB #17 CB #9 112 LF - 18" ADS ® 1.60% CB #13 C6 #10 22 LF - 15" ADS 0 0.5% CB #11 CB #11 90 LF - 15" ADS 0 133% CB #9 CB #13 90 LF - 24" ADS 0 4.55% OUT CB #16 65 LF ^- 15" ADS ® 1.0% CB #13 CB #18 80 LF - 15" ADS 0 0.5% CB #6 CB #17 128 LF - 18" ADS 0 1.7% CB #9 STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV, 1 C 109.9 106.0 2 C 108.2 100.30 3 C 108.2 100.5 4 C 106.6 99.30 5 C 106.6 99.50 6 C 105.2 94.50 18" out 94.75, 97.40 15" in 7 C 102.8 95.5 (15"), (4") 8 C 104.05 93.90, 94.00 (4") LOWERED 1' PER 9 C 98.00 88.40 (18") 88.65 (15") 88.80 (4") CHANGE ORDER #11 10 C 100.5 90.0 (15'), (4") -� 11 C 100.5 89.85 13 C 2. 87.85 (15") 86.60 (18") 86,10 (24") YD 14 C-L 10 .8 104.00 YD 15 C-L 104.3 100.50 16 1. 88.50, 8& 75 (4") 17 C 99 5 90 8 92 80 1+00 ,. a t� 2+00 3+00 4+00 5+00 "" "' "' 6+00 18 } k , > , sus C` 105.2 95.15 PI�Uh�ILE `,11J' �r ST: S+So 19 C MATCH MATCH AA I M/01 REVISE SIDEWALKS MHA CB No. 18 EXIST. EXIST. 01/08/01 WATER MAIN �,"'� +x GBS TYPE 'C' 12/5/00 PER TOWN COMMENTS `1P�t sir _ : GBS SCALE: 1" = 40' HORIZ. 1" = 4' VERT. ST: 5+ 505 11/9/00 4 PER TOWN COMMENTS { sr HWH 6 10/31/00 PER TOWN COMMENTS HWH REVISIONS s GRAPHIC SCALE 5 10/20/00 PER TOWN COMMENTS GBS 4 10/9/00 PER TOWN COMMENTS GBS `" rI� � '.'sw �y4 a,` r �� `F ` x s a 4 40 0 20 40 so 3 9 /2 5 /00 REV. BUFFER '� s, ,' � >x : �. , iti:; 'Ik_•¢. st >s-!• p. �\ ,r t; tr -- r c , d a " ?� �' - K ; ar IN FEET 2 8/24/00 PER TOWN COMMENTS �B� :�.�-�aaj� - � ,. .� y .;= ,� ( f .,> _,. ,-r6<: -., :. ,...,.. ..u.d6�i'ih��", ,I'•J�.- . _. .- a...,� -• � .t..... , ?,`,vn. , '.r, a, :. 1 inch 4Q tt". 7/r-4/00 PER TOWN COMMENTS JA7 " A w`D NO. DATE DESCRIPTION 8Y SANITARY SEWER STRUCTURE SCHEDULE SMH T.F. INV. 1 90.7 82.71 2 90.8 84.16 3 94.5 85.0 4 96.5 90.15 5 103.15 96.05 6 106.8 98.0 7 110.8 100.6 8 1002 93.9 9 108.2 100.0 860 291.8755 esign rofessionals inc. ! Of -SIGN.- GBS ORAWN. JAZ I CHECKED: GBS Civil Engineers • Planners • Surveyors • CIS ✓08 No.: 595 1DATE.• 619100 165 south satellite road south windsor • connecticut 06074 DRAWNG No.- C. I AAJOB \ 595 \ 595PANDP STRUCTURE # TF BOTTOM OF DRYWELL INVERT 0 PIPE DW 1 103.5 99.0 102.5 DW 2 101.0 96.5 100 DW 3 955 91.0 94,5 DW 4 95.5 91.0 94.5 DW 5 105.5 101.0 104.5 UPSTREAM STRUCTURE SANITARY SEWER PIPE INFORMATION DO SEWER AM STRUCTURE SMH #7 250 LF 8" PVC ® 1,04% SMH #6 SMH #6 135 LF 8" PVC 0 1.447. SMH #5 SMH #5 300 LF 8" PVC ® 1.97% SMH #4 SMH #9 244 LF 8" PVC ® 2.5% SMH #8 SMH #8 162 LF ti 8" PVC ® 2.31% SMH #4 SMH #4 120 LF 8" PVC ® 4.307. SMH #3 SMH #3 65 LF - 8" PVC © 1.30% SMH #2 SMH #2 85 LF - 8" PVC © 1.67% SMH #1 SANITARY SEWER LATERALS BLDG # INV. AT BLDG INV. AT PIPE LENGTH SLOPE 101 98.0 96.42 33' 4.8% 102 98.0 96.30 32' 5.3% 103 98.0 95.64 42' 5.6% 104 96.5 95.43 22' 4.8% 201 94.5 93.23 47' 2.7% 202 94.5 92.94 53' 2.9% 203 92.5 91.85 30' 2.1 % 204 92.5 91,65 17 5.0% 301 89.5 88.71 32 2.5% 302 89.5 88.45 50' 2.0% 303 88.5 86.5 78' 2.6% 304 87.0 85.7 57' 2.3% 501 94.0 91.86 53' 4.0% 502 94.7 91.98 85' 2.0% 503 94.7 93.21 73' 2.0% 601 95.5 93.90 55' 2.9% 602 96.0 94.03 70' 2.8% 603 96.0 94.90 42' 2.6% 604 96.0 95,25 28' 2 7% 701 99.0 98.3 15' 4.7% 702 100.0 98.85 34' 3.4% 703 101.0 99.20 64 2.8% 704 101.0 99.57 58' 2.4% 705 101.0 100.17 42' 2.0% 706 101,40 100.17 60' 2.0% 400 85.0 1 84.24 38' 2.0% ALL SANITARY LATERALS TO BE 6" PVC - SDR-35 COMPILATION PLAN PREPARED FOR SHEET WHEELER. ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT 5 Wheeler Road Smith Street 1.1 80UTH %'UQ 41 t cUNMcr1cL" -re ? .�. :r'',,7/.. n.! 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I r �� <!/ j - I r ' - / / \ , 1 I , r r r'' N i, -. . i,; 1. .,: :�d,...l •` .:..-.'r._ _; t. :e,ay i� ,� ..9 ,_r`; a , -,�:c .0 ,� �.3it' - ,. \' -' - t, 1'• r' ' - - I / ' S5 58 LEGEND ;, / j� .�: t /; .,r.?, .. . �\ �\ J _ _ �' /�I. - / ° I ', ' / Q IRON PIN TO BE SET L '" +r �` - l / _ _ ,i ;{"r' ,q..,T tv ,:+` :s a"lie� E ..,'y, a d v :, a.F .' \ 1 , / �` / / '/ / ' / ' ■ EXISTING IRON PIN / ♦ 34/1�1 / .• uw s# -W NM 3' ° to ~ I KR a t r. f ''1 ^, \� ` � l / , 1 1 r / , / �1 3� / r Q� •E;... d. V •' i s✓,i. Nwi �•-+ 4 X;w.; , Y YYr ' t -- , _ / / I J ,. :�?;9 a {�. + ? •'':Sx v Y,',ry 1\. i.M>�.; - `, / / / \ �- ' / , rX5/ /'/ ,., / '/ 767 7 MONUMENT TO BE SET r,.,�.�'z �., . a:`,' " {: l\s \ r \ / ��/ 1 / r e?,,;'4' r SILT FENCE / /'/`/ r1, r , , nr;9,fr.�, ■ EXISTING MONUMENT �q.:`+. e:. �,,,�, . ,, ,; ti.`` : r, , 4 x,'-F - r rr s ;�.. \.-1« - J , r 1 -- - - - ' '; `5r-' ; 8 jrs hr;- �k .er � . .' a-_•r• : r � c -e -.i t:;,kr' f .i ` "ikka t r..,•, S' i,- � ,''. y .r _ 't � \/ I / ° / '1 r / / / ' - ' /` / ...a -., y 4!�'' "r: -y">.ti -kiwi " y -r: s'err rRY.. #1..r. -F �i.r'-� '..r:i Y / ` 1 r / --- 1 l ' / e EXISTINGD UTILITY POLE a. u a �H ,' ,tee �s# •wt P/ - / F , 1y Rl,�-."y r `4-4.'M, ,. � '+rt" „'`;;-!` xl' ry, ,. i ✓.,. t ✓ A ,,./- '.a s sac.. fc. _ i .u- .'; ,." _ rt Y _ J \ \ ' r / .. `U-� PROPOSED UTILITY POLE ": ; ; ,'4F� � �%(--; vt *, e �- / / ' , ,' / �• ✓ ' »r �g�y I 1 .:' ,':•.+! t•.n„fr_,' ,.r,., `1, .`- t1: t},•;. `s � - - 1� / i \' / I I / - / r w �-•. _ ,: _ 3 6 53 / EJ_,I'— EXISTING CATCH BASIN AND PIPE {.a>, ;.,°;' ,y,.,�,;Y s \ �A INSTALL DOUBLE ROW OF EITHER HAYBALES `� / , - , ` ��, } N I ✓ ;` -i f r;,-1'J-,• / ` Q �0 ' ' / �'� - S}LT ENC /'/ /' / / \ \ \ t \/+ - - _ _ PROPOSED CATCH BASIN AND PIPE ;'-, r 4. jr' . 5 OR SILT FENCE � R y �• _ -/ :0, , 3 / / - _ �� / y - / � PROPOSED STORM MANHOLE ;'-'' � r, _�:., r „�� ' I ♦ ` �-�� , 38, , _ / `� © GRADE TO DRAIN TO DETENTION / ..\� _ ��wo s" /45'/B os \ / `���� `'• _ �— EXISTING SANITARY MANHOLE AND PIPE , l r ¢ a - . z` �`� ` BASIN _ - - ' .fi Y \ ` \ �• 4 `� _y I 1iV%\TF(. �CKS \ 3� / �� \ ' S1- � s� PROPOSED SANITARY MANHOLE AND PIPE k a `�^ / / - \� �► �'� _ 40 _ ' ( • //'�i`�. , \ ,' / - .,M1t ^ % '''r � = C ADD BERM AND RISER DURING \\ - - - - , -11 I / / h °r t ' kr �20' SANITARY SEWER EASEMENT may\ , / / ` 11 a�- PROPOSED WATER MAIN AND HYDRANT -. ; : > y, ,_.! �,�` CONSTRUCTION (SEE DETAIL SHEET 8 OF 8). `II" FAVOR of KESAL°. �\ \�-`" ' �, 42 o-a� 50 - - I . \ 1 .:�'.. a-..a�r� .. ,;., , , . t ;..',,, ,... _,'ii h ,q ';., c :. 4,� 7e$. Ie;-:':,,. .•d.- .:.fir. `- \I / // . / ( `� .s :r•y,::Y.t,. . ...Fib . ,y- n, .L,,„y. \ ,� .. � ,� 3. y y `� , 3 ,%r �,. -, "' :�` 1- i > y i tI , •.y,. . s• ....T3, 3d-, s�, .A• '. .. r- r :?7!I. ,, v �„ '\ �.. �+- s :r, 4�y ^. ,•,,`' 3,1c`'- �?r- :r. :.a'" .r••. / \ ��? `'', 43 /' . / '+ *)a Y, • ,It► ,,.' r-. -,,wS- r°Ik � k "P 1�• _ < ' '! ,a.C. ;x y!i( +{. ,� .i� i.^r' r• !.. 90 _ _ , / , / ° l —R.L. ROOF IEAC}EFt `€fi : :,,a;r.f;�: !�> a� g» /, ,: �,:,� �: �_ ' / Y fir:' Y * N i�'" 3 v +'�_ {, t ♦ _ "+ «. ' x +� { r - fir,/ '1 ✓ 'fia,{ ,�, •c-i.. ^r \.,' - r 1 _ 1 \ \.- T4' / / ' / ' , SANITARY LATERAL'� f L� ,� r / � - _ - / -- W — WATER LATERAL �_:; ,� , ' _ - ' F „' �` 1 ;;'a: �� <1 •, Y.,"%S, t `-: /` t 7 w.' NOTE: LIMITS OF CLEARING , 6 _ / / x• �sE I : ' I . 1' r �-< a .,x ; . r w , x COIPJCIDENT WITH 25' BUFFER 11 :__�/ '. r —33�-- EXISTING CONTOUR '+ { I T / ��i ep' ,�rr ____��� a N r: :y 1t' x' :11 , S n'T y_4 ��a - ay./+,`\j".7.6ti•, v,. ,`lX i+ •t. -�3,. /. :il: .. 1 I \ / ' \ . a'Y _ PROPOSED CONTOUR ,:,-, P..1.: ... is� w .• , , "4. '''sr .!iIol\ . I `,.,;.' - - - _ _ _ 1 1 \� `\� {. -t• --L s2a35�-�- _./ / ti 11-'' "i'1+'��i 'a�nyy� 11Yf•d i• } 7 i•C�2; 4 � 1",y �F &, n'1,-ri'dSrY. ..w.�� `t M .f ,arc �.F ,k Z. r ., 1 / / ` _, F,;. �t"Vr s $i,:A,., . `_i-`/" .>3�i.^t, c, j'- +7t i,:RJ J !4 } ti i '�}, u _'�r�_r r .°a'i• .r ! 1 / / 7, 1 .. 156e3+ PROPOSED SPOT GRADE` ��..' °i t, "»r �� t r�.x I , ;.,: t 1 / \ �\ .' � - ....i . .�. , ( :.0 I .: r, 'i ..� . r:. t '% •'.. ' Ny` k�, a .� '•.alJ r ..� _,,;� o�. , "r I �., I4. I . 1, 11 ' , ` /� \ �" 11 '' 4— SURFACE DRAINAGE FLOW DIRECTION `t / _, , i ,' - - _ \ \ \ / / '. � . - 'I. _ . t":,., , " - ` �\/ �\ fi::..---- LIMIT OF UPLAND REVIEW AREA �.. t �'" h< 'r a�' ;`c, `!� . .., ' -1 \� \/ / .?'E',_ ac •. �> ,,✓� ,r f :`'° L«' a. a h -f. c a ,., °?, \ / \ \\ / 1.r .. .: �, 1+}'d.. \ , s : may, "•�. c gg i �` d:X7°y3 F ¢ x r .t. ,zs ��� , ,'7 e ' .k \ 1 r k/ , is .n� �4 + \. T �i {' 1 , r \ \ INLAND WETLANDS ;,,,,}7��� \> , 4.,: rl11 �':}'. ;; >.. \ j ... , <"P�:5��te '`!•-: .t+r,.,t i. •: t -�.-a ^.r r{-:1, 'ot Y ,r �" \ APPROX. LIMITS 4F CLEARING �> ?'� L." 1.MSS:' , :` ' ;4 •JF 'LL, \r11< _ \\ •5 ._4T .1 p y'� ' 11 i. aY ,r 'I ,i, . y 7 a r , -e ..- ... .. ,_.- 1 I ,...-T, ..,.•+.- �, . r4 vr.•,•.� .ci""` ..lez..r_n �. c.: vl- . -7 r-. -y. °S, _Y`..1`.W_ \+'C, > _ _,.,3.. ,..^/.. M.,.'r i. \ �/, 1, . e 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY ,Y o p o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 88 INFORMATION. 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE \ OF THE PROFESSIONAL ENGINEER/SURVEYOR. / 11/7/W YGt, IU"N (:iWMI IJ UIM) 6 11/9/00 PER TOWN COMMENTS HWH REVISIONS 5 10/20/00 PER TOWN COMMENTS CBS 4 10/9/00 PER TOWN COMMENTS GBS 3 9/25/00 REV BUFFER GBS 2 8/24/00 TOWN COMMENTS GBS i 7/24/00 PER TOM COMMENTS JAZ N0. DATE I DESCRIPTION 1 13 Y, » /.s,Y x , a s 4 - r�t r r '. $ ,y J - '6�,t.i+ i 1`__.c i-tY.. �rr:�1. %��� �x `\,j` a e }+�*�/rw :, :, 14 ,, , ., .. THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE EROSION CONTROL ONLY, AND IS NOT TO '° 20 "° 8U BE USED FOR UTILITIES CONSTRUCTION. (�FEET' 1 inch = 40 f 7 4Yy 1 } �-: "e-E=4" 1 860.291.8?r\'' ey1GDRM1CiNll AND EROGRO ■ es CONTROL PLAN rofessionals, Inc. DESIGN: GBS I DRAWN.•JAZ CHECKED: GBS ✓OB No. 9 ! Civil Engineers •Planners •Surveyors CIS ' 595 DA TE: 6 � 100 _,__ 1155 south satellite road • south windsor - connecticut 06074 oRAW/N- NO,: C.' IAA JOBS 15951595SE2 COMPILATION PLAN PREPARED FOR SHEET _ WHEELER ESTATES SUBDIVISION 6 WHEELER ESTATES SENIOR RESIDENCE DEVELOPAMNT Wheeler Road Smith Street "�' -, �, t I SOUTH WINDSOR ' � CONNECI'ICUT - K- 1 %' s -- . x i . li .,{T• • ... k r - ,, "`-k#.-I ,- 1 `, �7 1 e1 "I4- a s } , .;11 �.- -_ Ls: ,Ii r4 .,. > s, i*,l . -tom 2 - - y-�. iP'' i .11 . T .1 r �I " S Y. ,� /1. t yy , F Z a • r . :, Xcl a ,- � - _�7� �� L� y, i1 s 4 A *_ .-j 1 _``"11 . � , �� ``1 ; �.� '9 •.,q..<.:,.4.3t}s• .e w,^"' •. �""^",;.�..., .«:,,. ,,,;♦ . ,:, -. ....'. +.-, '.sue;," .- 7 _ �' ( `v.- v C`� ��� k ' •,t { �' .., SEEDING SCHEDULE11.1 _-..'. �+ ' , ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE ,- •~i„ RATE OF 30 POUNDS PER ACRE OR 7.5 POUNDS PER 1,00 SQUARE FEET USING 10-10-10 •_ ' , `r OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW itr�'t 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 '^�i POUNDS PER 100 SQ. FT �� ft,''W", • 3,. Y, ,, s9•,��y--z aPERMANENT VEGETATION COVER.14 11 -� I . �% M y�'"` - r` 'rs�` SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 , USE THE FOLLOWING MIXTURE w 45 g KENTUCKY BLUEGRASS 45% �� � I �S 7 t CREEPING RED FESCUE 45? � Ic �: „ , V ! t vT 4�j4 APPLYN1 POUND PER 1.000 SO. FT. OR 45 POUNDS PER ACRE ' 'i < " , 1.1 s > a� A,_* ?�_ + ' ., � �, ., . �: . �, .<.. r WOOD CHIPS SHOULD BE APPLIED ,a AT A RATE OF 500-90 POUNDS PER 1,000 SO. FT, OR 10-20 TONS PER ACRE. _y ..Y, TEMPORARY VEGETATIVE COVER `'+ �Ir ,S'„7 4 az '� t v-�` '~ SEEDING DATES: MARCH i TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 s.t - , ANNUAL RYEGRASS 100% _., APPLY' ONE POUND PER 1,; .6 Q. FT, OR 40 POUNDS PER ACRE NTH ANCHORED HAY MULCH AT 2 TONS PER ACRE. �'� q�;.+ ,4 "S a K L IV Y '.;,-. , ,,..F..§�. ....i' , .,74 , .,C .yKp.. ,._,.., r.+. :, •.:-- �, .. ,, a .$ .t ,:, -:": G .t f: ,r,S ?i :r ` ,>,�,y S ,,4. >.. .J' _TTr_ .6 n, '.�i., `%'.. ., e.lt _:{ff. . ... . a, :� 14 :: R .0 A. .R '. 4 1Y r .1-t 4 St �t�,�. IaiV .-._. Y t h'-:, .r. ... ... i;_. •:' I .a>.'. -, r4Y f.. `--yT, .r. _wit. - . ;1 .. .. �..' ::... �.[ •� •. , t . „ , ... -� ..� 7:, 1 �+� �:,� Y, qp,,,,, t'A'.. r...f'y. z, .<G ' M .;4•r..r,%� • n. ^>:id,- v. 1,.- - �1 �-.' T•s , r:' - r .+' .`- y - g :,}r...: tr 'y. "C:: .> 4: L - - �' 3r y :ti. w-4 3•, Mtv - �+. T y1 'gr ,. ':• ••. " r ` ., v. :. - ..., •, -.'� . ,, �$. 9.�;� .ram' .i �y�y ,t NA j '[''yY r '... ' .`4- j -.-t• `•y, _4'•rr►'(, '.1:. ,..iC-'. 7 KaC.�xt!' ,�.''(: n�r:."! �.4' : - - J- YF( f"^}` '.a a ...i'` V ,S.^�! f°'"•`�, fief 'lr,.' y •,1 . „• ..•. ,t%j:'^�'- i.•- . .'�" ..7 r'�"�• �-W i 'i', a^rJ:tu' ..c ?_IF ,r. e�� .1'� - �,-S'. i -.Y ° } . y, �pp.�. �}' r X '::1 F', ,•1' Maintenance and Operation: The following maintenance operations will be required to t t/IY\ 4\L IC ` 11. BRICK INVERT , ,, ,'1 ` `; ensure the proper and efficient operation of the Storrs Water Detention Basin System. B B , w? The following maintenance schedule is intended to be a minimum guide, and additional �� ,* i�`�" '�� a 9� • In ections and maintenance measures may be required following large storm events that is 1 �,,1..^ P Y q 9 g „ 14"X10" FORGED ALUMINUM 1.s 4 II a . o f u the deposition f x d ri i the t F c u d ca seo excess eb s n e system. SAFETY RUNG MANHOLE 2 /4X ,::� T _4, tr ° �i r J A � ,:� .; R3 �t,"r#i,y� ,a ,'r', , Afi, -% �_ -"I I"- 5 STEPS 16'O.G TOP STEP ., ' .r ,� ��, .6 . _ . , _ �* .,,., , : ' FLOW a ., .. s A � � ��� ° .� •' { a ' Pipe Outlet Locations) The pipe outlets and associated riprap shalt be inspected TO BE 4" BELOW FRAME "7'" 1'-6g 7'• 2" TOP of ,r X^. :: ,, t .�. annuals and cleaned of silt and or debris, The ri r a shalt be re sha ed and � E CAST CONCRETE UNIT * 1`, ,V „ Y P P P ADJUST FRAME ELEVATION g� ` 1-� �• '-' replenished as required, ;�,:, WITH CONC. O 12- OR iA k .r i, BRICKS, 6' 70 12' akA_T,Alwl``'aN ` Catch Basins: The catch Basins shall be inspected annually. The sumps shall be 1 '` •- cleaned when the depth of material within the sumps reaches 1'. SECTION A - A 2' P')' ALL JaNTs To BE -� it 4' � POINTED FLUSH Ec FUL' cue n Pavement Sweeping:The parking lots within the senior residence facility shall STANDARD M.H. 117� a be swept at a minimum of twice per year, Once in the spring shortly after the end I PRE CAST CONCRETE OR - FRAME AND COVER ONCRETE MASONRY UNITS '•pf the sno�r season, and once in the fall after the leaves have fallen: �A �x s2 y i w< ,pi t d ° ,' a" k °�. 6 } � * :k ADJUST TO GRADE WITH r �%.`4 Outlet Structure The detention basin outlet structure' shall be inspected twice MAX. OF FOUR COURSES i t t , annually, and all debris and silt shall be removed, The discharge point from the OF CONC. BRICK POURED CONCRETE OR PRE CAST SLUMP OR SUB .1. _ '' , outlet system shall be inspected also, and all silt and debris shall be removed. The 3'_0'0 ---(OR EQUAL) 3500 PSI x . Y � � -. riprap at the discharge shall be rearranged and additional stone added as needed, Z) Z - , styes% Alt silt and debris shall be disposed of at a suitable location. I o j Ic* +� tif1.� i <t a rya t nfi. i U l 4' 6. OF 3/4' CRUSHED �4 `� ,111 r y � :,.., 4� ;EKJ,5, �:r PRECAST REINFORCED ; a t * tL:, r , �I4>e� r�!i , r.. + - <,; k, � . -- r 16"TYP CONCRETE MANHOLE _4" STONE '�` ^5 r � , - .._. _ _. , �� caF . * • 'r -d.. d ;;;% u y iFr �' , , i1. :. - \ NOTES I-•. 1,,'Y� �� ,,�� r, ECCENTRIC CONE , ^ .r ,E c� +� , irrf ? i9, v i L i n'iri i, •' MINIMUM COVER OVER TOP ''�-.v ... ',�'+ ,rl. _,s.�x ex,s...,) '.:':..: ....�i.S t+.,,,.a .ai . w.'..,t�i4r. .,4, T ..' , ,�,,; <,1 t s - - 1 CONSTRUCTION NOTES �' � J'r� �t4 ` ' FRONT ELEVATION ,. - SHALL BE 7-0' 'i s Esr9 Ti.. s ,}3 c{, �? ;�g`N" 34 zrk t ` a<< ar L A { w rJ"-.► - s e x • t• * It s " i S t4> 'i- r r : �4 ciik .i, rt , +. ;.L• a }, W -ALUM. 2. WALL THICKNESS SHALL BE 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL S' ,?; ;r �: ; t � � "A + p ?', * '� vl af r t t n� r v SUFFICIENT TO MEET HS 20 LOADING. EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. „ w < � � `,. ,. { a,ef,-,ry�,, % ;} L $ r ; r •• '-- STEP REINFORCED CONCRETE 3. WALL THICKNESS FOR s7RucnDREs 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. r,f{ k _ >+;• z: SEE DETAIL MANHOLE SECTIONS WITH OVER 10' HIGH Is 12' FOR CONCRETE 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES ,. '. '�k!N ,<izl i, �, l / CAST CONCRETE UNIT , w 'I' ABOVE "0 RING" JOINTS e u a►�ENSKk+s SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANYIn" THE SAME, r ADJUST FRAME ELEVATION ' ' ' ' 'V) Elf PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN �.' t `' / WITH CONC. BLOCKS OR 4. ALL PIPES SHALL BE CUT FLUSH WITH AGENCY. �Rla(S 6' ro 1z' 1.--- ____ -__- 5" Nor ro scALE INSIDE WALLS. 4, EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER ,` ' �,, ` POSSIBLE. . _ " . 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. r 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY 11 OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 1 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. -',' - , 1. - -? . , .,..,: __.. - -. - " jl . . .. I . . . - C . 1, ��W,� '21--.1. -1 - - � � - I 4--, 0A - " � .4� , � 11 . - 1 ( r, r '" .r,.O '.. . �fi i" " CONSTRUCTION SEQUENCE ,< _ , 4` Yv rl 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. ;^ . ` 4' 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD, . _ 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING >,_ ,'• - SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. NO STORMWATER SHALL BE DISCHARGED z FRONT ELEVATION TO THE BASIN UNTIL THE BASIN IS STABILIZED. 4. CONSTRUCT AND STABILIZE DETENTION BASIN PRIOR TO CONTRUCTION OF STORM DRAINAGE SYSTEM. NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH LOAM AND SEED, OR EROSION CONTROL MATTING. 5. GRADING AND FILLING OF SITE, AND INSTALLATION OF STORM DRAINAGE CAN BEGIN. NOT TO SCALE 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. - F- : .'.�t __ 0 4; .: a,,,. '.i;1. I ' =. '_,I 7. PLACE PAVEMENT, CURBING AND LOAM SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION o'-e s/16 OR SUCTION LINES AS NEEDED. a'-6 3/W -o' s 73/l6' 9. NOTE' CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATONS IN AREAS OF 3'-1 3/4• FOUNDATIONS ARE COMPLETE CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF BUILDINGS TO BE DONE IN PHASES AS ECONOMIC CONDITIONS DICTATE. , . - -. .1 4. ;a ESTIMATED START DATE FOR CONSTRUCTION - FALL 2000 ', ^ :, ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2001 " �� �,(i1• •'g1*4';,,,_11 >•` i ,}: ✓` ;�,-. M l is , `,, :','. '¢ ,R `, 1. Y - ' }'.;.. 10 3♦ X •:cY 3� .>''i a .. r y' > ,r I 11 y�- !"!4• ,� t,� 1 �.. --�+, �i h]f .�? , .� a GENERAL D Y A L NOTES: ` ' �:: „ �� etc .•F I'L' y y e1 01 f �`-' 4,_a. - -t, i i 4 � i t,', �:( FRONTy 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. ,;.: r ,'�fi �; r �" r .' 4 ..w 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS.r - -' ' ' ., i _ ^�t. Y a s --- 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SMITH STREET AND WHEELER ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP.t,gr era:` a -' ; -i ' ;' , ., r ;; 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION ;-" , ° -�--'' �- 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. {M y 1C % xaY :„k e� 7 " 9 K, > �'yj. . ih _" "IYt,�"'�@'0 ._ T. � t -. ',. . *,,,.: 4 ..' _':. ,. Jt. .. *, .+ 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET°°' ;"w' -; ANGLE POSTS 5• UPSLOPE 11 -','e ` �- 55zf: ; .1,� a s. ^. FOR STASIUTY AND SELF AND SELF- 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND ALL JOINTS TO BE POINTED FLUSH k FULL PRE CAST CONCRETE OR / CONCRETE MASONRY UNIT', PRE CAST SUMP OR SLAB OR EQUAL 351Y 6. OF 3/4' CRUSHED M07ES: 1. FMNMLIM COVER OVER ivr Lt rm SHAD. BE 2'-07 . 2. WALL TFK KNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THfCKNESS FOR STRUCTURES OVER 10' HIGH 15 1Y FOR CONCRETE BLOCK UNITS INSIDE DIMENSIONS REMAIN THE SAME. 4 ALL PIPES SHALL BE CUT FLUSH WITH MSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE ' -,-- an( ST, CO RI SIDE ELEVATION SIDE CIRCULAR FASTENERS T❑ BE SPOT WELDED AS DEPICTED AND ANCH❑R B❑EYED INTO FRONT ❑F STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 1. SET POSTS AND EXCAVATE A Vx6" TRENCH POST UPSLOPE FROM POSTS. SILT FENCING 95• 2. STAPLE THE SILT FENCING TO THE END OF THE POST 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE 12" MIN. CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814% OR MOST CURRENT ISSUE. PERTINENT , , , I - CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE t -III .�' - I I- , I I i = I I I- OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. x' - y . F4 1 < --1 1 I I - A I I rI r w...4 �" ,�'• .,?a- T _4tY.)s� X ' .:� "tST t�i ,*, ..{}- w Y' a� 9. MAXIMUM SLOPE OF FILL TO BE 3:1. EXCEPT IN DETENTION BASIN WHICH SHALL BE 2:1. >4rrS+, ' arq �'� / �, a- A '• M c :_' :; i,�, .. 'R^ 3SaX, h. i't.�C- r,%-^ yi?' ..4 J .-+�i "-•�.-hi ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS a rt�K '' UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND F10SES NO 'MREAT,". " ' .", ' -, 3. ATTACH FILTER FABRIC TO " � . :, � }� 4. BACKFlLL THE PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL x. � �� - , THE WOODEN POSTS AND EXTEND , o-: k TRENCH AND COMPACT 1/2' SMOOTH STEEL BARS TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE '4,��. FABRICS•. IT INTO THE TRENCH11 THE EXCAVATED SOIL. 4'X8' OPENINGS i� ri^h 1`'o'R :iR `.-. SPOT WELD 12 EACH J❑INT MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIAL r�:. r,, ^Y ,.• ,; y `5;: ;, A, ,' OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, '! ' �`ft_t�. I .. t >','�.' r tr�:S n,, I ° ' C ,w COMPACTED J� h TREE STUMPS AND SIMILAR MATERIALS BROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, '�„ ,; €,'� r`. BACKFILL 1 ,.,, _, > - COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- i-� `<a1 ;'' . \ '` SOLIDS OR LIQUIDS r` �r �`�° I - l �+ .," 1 _ _ } ' taT" e, ,d - > ''r � 1 A - I 1 ' ;1 . - III- i- >1, 4 10, ALL STUMPS TO BE CHIPPED ON SITE STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 5 7 ` ,4` - I ^x II" "� '; : '4 `�• i+Vri ' i- f t `,,�J�,,•i: a ._x::, _ ' - -- . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE . _? - �,�',��' z� A CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE `'. " .g,�. �7. } CONSTRUCTION OF SYNTHETIC FILTER BARRIER EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-80-922-4455 ° w �. y : FI�r�. tamed• >V ky a Sr 6z ;t s M1 , r" 1.„ :': J. vie, RESPONSIBLE PERSON(S) FOR IMPL EMENTA TION "� ' �y ,�Z <- , [.`3; 'y; " 11 , A . * k ,,x :,� y'y OF SEDIMENTAT70N AND EROSION CONTROL: �Ift ,` F ��+, ,� :.' d i °I �n st .k y a ct � t 3,%.arc "_k ", . ,, T a '� .� WAL TER KEBAL O j� ,-' , ', �,.'` n f A;�,*' 7 - •. R'r ,7? ,j 4. T. .: * " - -2 i - ti. ,F�?Y •t� �Y t, Yr'F.•.. i, 1k; -�, I . 4`5+, �t yiy �•'' _ y I .;.., , t t. y r. a ;' .' a i^.. Sa.. ' n - , r'io . .`: r.y .'i y '... : t - -.- P i.:._. 'i,.'i.':. • ,_ ' 11 7t.t ,4 .fit `� ,(._ . 11114-r. ':.'V ,,i4' : -a-... :4''..:.ti , , ... Y : �;. i.� 41. 's•5' ti:'-3 " , "yC:+Ts�:y 4 -; ,*,a z !� I,j k '�•, a`t ei j- t u "P3;..yy��,� a�;J, j{ s� t:'.:A, 1. a - r it� ..e 3' ' "+ _ ":: `r.' >=5.._ s r`.@fa+'it: tF .3Ct•7>•'- .._+.. Y.6 !K S r4, .. .., - I - _ ? ".....,.. 6 11 9 00 PER TOWN COMMENTS HWH tr.� ;i'"a,. 5 : y- a. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE idl'o w $`�� ,� y;H` "-a`� ;r:, �» .. +w;�>r: :, 5 10 31/0 PER TOWN COMMENTS HWH �PV1�.L .:mow,='=+i,;, ;,I>'6 , INFORMATION. ALL EXISTING UTILITIES SHOULD '. , 1 , �. _. �, ,. ` ,"•:..: _'s�,x`',f� x;`', -s�•'rl+F .r t�';P.�;f „�•°c. yt� .pr.^ , _ ` BE FIELD VERIFIED PRIOR TO CONSTRUCTION, ix 4 10 20 0 PER TOWN COMMENTS GBS <' `� <� k�- �„ > .11�!? o Q � A 4'-0" DIA-- I m �JJ �5i^+ L REINFORCED CONCRETE A MANHOLE BASE - FLOW 7 j i I`� o �o l7'1�-- CONCRETE OR BRICK MORTAR INVERT NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" 3/4" CRUSHED STONE FOUNDATION 6" TO 12" PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE, SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE TOP not to scale 0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD: Y IC A SURVEYOR. PRIOR TO B A LICENSED LAND SU VE 3 1 0 9 00 PER TOWN 1`'k COMMENTS GBS 9 �' f ,r- i?S�}, ,`�.`. `` a a' Y T '.�. E* �1 , /= �,- ..' ..r''W.rc4�iF"r. 1. :kt" ,4, } •1.• - .. -. 8 24 00 P R E T WN 0 C MM N T 0 E S G GBS .r sT _ . coNSTRucnav � - •.t' , �,:. ,�,��. , �., .,..� ,.� .� x,;. � f � ..., '[ .4e'.> !K"� �-•!-'a�,>S+ !. 'ice ,r •.n i,,t;' ' a:.'} _ R 3 THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7 24 00 PER TOWN COMMENTS JAZ ,'; • , - _ C .S�'� ' ^a` a ,.�-... .a. ':',t:li�rp .,' hlT4', r.r,ipf, 'V, ,r, , +', ...' ��_�, a T' < ,>, •:`-`.• Z. _4, __ 4 - �, ,'• , ` 9 I A A ORIGINAL IMPRESSION SEAL AND _ -. ; : f.. a s a x k iK. n `a: r' r '. r ^r' - . . - t' '"' > ' � "� y OF T1�E PROi E.SSfONAL ENG,NEER/SURVEYOR. NO. DATE DESCRIPTION BY %4. . _ . _ ... _ _.,, _:: .,.... - _..�. _ , - 114, - _ Type "C-L" Top with Type "A" grate LAWN/ CROSS-COUNTRY 1 4" M I- 12" 4_______ 12" 5. ALL BRKKS SHALL BE CONCRETE STREETS/ STREETS/ PAVED AREAS PAVED AREAS SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL Approved granular non -organic backfiil_T D !1 material placed and compacted in one v foot (max.) lifts. 0 0--, Sy- -- Warning tape per Conn. General Statute X� section 16-345, as amended, placed 12" (min.) to 24" (max.) above the top of C the pipe. Bank Run Gravel fill 0 Sand Blanket placed and compacted 0 in 6°" layers. No stone larger than 1 1/2". 1__' Material shall meet � Pipe, as specified --� D.O.T. M.02.05 1/2 O.D. ,' PIPE r` Q Q Q < 1/2 O.D. PIPE d a d a � < 11 < 4 4 aa� as �a 6" Min. 1 d 4 --, ,j 4 12" NOTES, 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET 3 IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4 RED BRIO( NOT TO BE USED 5, WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6• BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN 6. WHERE MASONAR't CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8 PROVIDE MINIMUM 2'-O" OF COVER OVER PIPE AT BELLS 9 PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10 TOP GRATE SHALL BE SECURED TO FRAME. NOT TO SCALE -_ 0L -- -- 12" me TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE 3/4" Broken Traprock l_� 3/4" Crushed stone bedding material -,�\ in rock excavation or as directed by -1 4 the engineer. The material shall 11 meet D.O.T. M.01.01.21 for 3/4" 4 stone. Backfill to centerline of 4 pipe when using Polyethylene or A.B.S. pipe. MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXISTS - H:' CURB 12" SIDE ELEVATION LAWN / CROSS-COUNTRY 1 Min. T 12" ------- 1/2 O.D. PIP�E 1/2 O.D. ___L !E IQ I IQ 4_j 4� 4 a 4 6" Min. / ~- nlr 0 ---- 12" TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE 1 STREET LINE R,❑,W. 1' VARIES 4' -- - �- 6' I 6• v PA - 1 4':1' 311 MAX, 1/2'II' RESIDENTIAL I /�� 4' TOPSOIL & SEED MATCH EXSISTING 4' T❑PS❑IL & SEED GROUND 8' PROCESSED OR BANK RUN GRAVEL - MEET GRADATION OF M2.06 GRADING B OR M5.01.1 5' CONC. SIDEWALK (8' CONC. AT DRIVES WITH 6'X6'XIO/10 WIREMESH) TYPICAL S_ IDEWALK DETAIL NOT TO SCALE w RF' ,•091 - 8755 1 ,IfliDEs�t A L� SHEE ' 9esn 9 r r r fe nai Inc. o ss o s DESIGN.- GBS I DRAWN.- ✓AZ CHECKED: GBS '10B No.: 595 - DA TE.' 6/9 00 S Civil Engineers •Planners • Suweyors CiS __ _ / 165 south satellite road ..i•.h w;ndsor - connectic�t 06074 DRAWNG NO_ C: 1JOB 15951595DETAILS COMPILATION PLAN PREPARED FOR WHEELER ESTATES SUBDIVISION & WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT " w. \Wheeller I18 ad & Smith Street SOUTH WINMR • CONNECTICUT SHEET 7 I/ 11 . I .. 1. . �:1, - .� . �, � -a.,% -' x :.V, w_. t 1- `k .: f IT 111.1 y 1� ,--1 C t k ; W L t . Z,. Y� a .••I.de - " - iR ,. t -,�,W1 , r ` ` o'c .,,'Z'' 4 •'+'? i. 4, 'I ��,.� t {' i. K 'It ai s a,,, k& S t s," '• •'oil` r - a.t�pm C £ s:x 1f a vrt F •r1 , safs' w ME) 111111311111,15;wz -r e, a, , .T,011,11I,-: . - e x,t ,\, a:H: .4r q�"g� f$,r��y_�.T,Ts,�. e.,» ri F-iif'1,,.-',•L ,"",.r '=.:x+`3" ,'. r-7e:'"�E;;; „•r'^v:-S'', �:,'c.ti ''''` oe" M- I -r ..,, .. �r�a'a+�L !TF�',� 7 R^.'i-... `d -n,r : 1'a..`c ""•9`' N ; ,4 f •,S.h .,l. i ,.r >X ti ,: Y a 4< a ts• v e 6 _ . i .,�:. _ .. - ..,. , -. .�„ (r �..' ' h- err' ,�'x k it . f 1" hw ./ a +r� ? 4i*. tf:... 1. Th I r i}::. '? n a :,,. +v, t a, _..,a -..� .. .,.._t : a. ":,.. .•.. 1f _., a owe surface of the cover and the corres ondin u er ;._ . , 1 .r ,� 'i.; c '� rfi P 9 PP r a- PLAN VIEW •. rtiLL `JLL ,•V , L L/ Q!� ",-,�tN'."`, R 04 SECTION X-' X .'y �.jK.,"'r' < ' . surface of the frame shall be machine finished to '� ,` ' �''` t -' * ` l r� provide a t y' , r r t xx r I. T' `. <.' I'll " " r '' smooth flat contact of fit, without any tendency for the cover r, ",� Yry i "YID ,` • �,`�,: to rock or rattle. 1a �. i" .,. ri '�n'° 'kt�`� arn!:._ f '�r e1 r }S t :•y =I. '� r',t�{ �. . Ma r ., , a ;4 t 3 . STORM MANHOLE 4 , tx f , .P f. ALTERNATE r e• u -' t , t`' A o tU.�IVj\\ �¢+ll (1 O� O ' r! R 111*" ; z �; t a" r 0 � DETAIL OF TEMPORARY SILTATION BASIN OUTLET , . " 10 ?o°°°o or] Do ""A,,,';t *,*Z, t'iA.,'r%>f :,,,'"4 `L,�t i'- t� I"L 0° °OG° O 3 ,,,tis .. ❑ (Cij� Q °Qr-,°° - -- -- -- - . '\ 4y �r - 0 O ° O L`✓ r" O -1`' T 1 . HOLES TO BE WRAPPr p r - 11 � o� y �,, O11�0"' DRILLEQ INTO INDENTS OF PIPE. SECURED Wllll k' : ` * . ° SIMILIAR MESH n f� i. h. {L, ,•t' .ti Y a,fy �4,» Al.c y , Tf ,t f'"'Q,a •iK� P' 4 . F'�-e in' �, 'S' r �- „K er .. 7.r elrjy YJ' f. I 1, • %".et,• �.,,-;, _. rl"' `k� r ,r .1t�„ok. 4» 'r 23.875" Dia, -- DETAIL 'A A. .11 A4� ir" I � ; \, � 1, N. T. s x a ?+ 1 1.25" 1.25" DETAIL 'A' FOR USE WITH COR-t , , _ RUGATED METAL PIPE 54 OR -1 11�''`':�f 0.38" 1.25" 1125" "� LARGER. �� �1 t.R �;, yi^r¢F`- �0.75" I I r 0.875`) .c - - • t� ,- , - .1 -r i t l 1, 11 Y t � i�,4/yam z r' t 56 - �\ %I , R i t - - �M11 �<f i d 0+� 5.� T,e{ A , . I 3.6875" r z 7 y,,l 1 , f- 0.56" -� 0.56" '� �•.. _ ;it<i r A ,rikw '- "'�'+fir w 1.50" --� 1-0.75" j r 3 8" PEA STONE AROUND t in " i1 • , .: a , :ri �a� o,r- - - w r< 17" Dia. BASE. r END VIEW ' ,, `' r "` - ` 2. ` "-��44 , , �= �� SECTION A -A POURED CONCRETE CUTOFF WALL �11 . 4 ` iY T a" -r1 OR PRECAST CATCH BASIN SUMP § I.I: r r � '�. \` ; ! CAST I R 0 N C 0 VE R ANCHORED TO CULVERT END,%r b - u " N.T.S. yfr FLARE & a 2 - 1.5" Dia. '# A", , �� 4 R',- "°�`' 24.50` Dia. 0.75" ILVERT END REINFORCEMENT I .. � Handling Hole; t ��• a, r- i 5n" r-4--? 1?r," �t Sn,r ONE LAYER ONLY IN CENTER OF WALL I VV �v I I _t Vv MIN AREA OF MIN AREA OF r R, R2 LONGITUDINALS TRANSVERSE STEEL ,; '•------- SO.IN.PER FOOT SO.IN.PER FOOT'-----j - -- ------------ 8" 21. 5` Dia. I'-3 1/2• V-4• 1'-0" 1'-1" V-2 0.060 0.066 0.72 0.060 0.066 0.072 s ;` j 1.50 - - 0.75" w + 1.P-413/t6• 1 ' `' _ 0.75" I'-6 1/2" 2'-5/18" V-3" 1'-8' 0.084 0.096 0.084 0096 c �T 't r2'-3 1/2" 1'-1O" 0.108 0.108 , 6" 36' Dia.Y-41/2" j V-1O" 0.120 0.120 �+ t;, F_ 1,_T. 2'-9 1/8" 3'-11/16" 2'-O" 2'-O" 0.132 0.144 0.132 0.144 <h. I+ `' ,,�. Fr 4$` Dia. t" 10 t 4• i 9" 0.048 0.048 a s jE uY T'-1/2• „- 0.054 0.054 •r h�,i;, .:,.. a k:::• iti-'. '.. SECTION R-R CAST IRON FRAME { N , T, S. ' = a, 'r � -` \ ALL MATERIALS ARE TD MEET CONN. DA,T. SPECIFICATIONS FORM 914A AS AMENDED t \ _EXPANSION JOINT AT BACK OF CURB +-' WIDTH VARIES--- AND AT SIDEWALK LINE gSL'"i"~ t=, EXPANSION JOINT AT BACK CURB AND AT SIDEWALK LINE, DEWALK ; E'E, -SLOPE NOT T❑ EXCEED 112 . TF 'ASS i N GRASS DRYWELL INSTALLATION DETAIL L���r: ��_ � �____L 3' MIN SI: to > + T ,' f �2tiul4kv`$° Sfs'$ITUMINDUS CURB LINE ,,¢�'Y,jFt' �' k' , 3'-4' MAX t`4+ ! y yy,�, `i y4, T r Y1. :, , ff. '.x '-�,ff-' '.�i d ✓!i4 }�-. (i. •J 1sY y v T "T a 1 *yy ��'.�. :fir NOT TD 5CAlF :bC , i� X '.; :. J(1� j xr Ra, r,-i. rDr. •" t 1>0. t ' _ NOTE: �y ar %`{: tti t +' `s " +,r .µ , .4 y; { 9 " .'.. B0.'~ - - -his Ar . , : } , a , .,. cadet iE t7Rfltt6 DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST - HEAVY DUTY Z '��. •.- y P {' y _ ' ti g,� OR APPROVED EQUAL , ,y a 6:K `� * , r) T O C ry 1 r r 'ir y r a 1 L- >. A .1 .. ,.Y� t,,1et;'1s' sriu v.... r r ;lN t'� '�'; i 1 7r'" e , " ti ' ,X F t / k ,* _ r tit -r• ., r 15 ,'. •i y +-i�: r a r ° BITUMINOUS CURB TYP. FINISHED PAVEMENT LEVEL-1 3 t t 1a , •s, (BEITH SIDES) ,i i'., y� t~ 4 , i a ' . , i'i �y . aC , . r ,4. 1` . . r R- Y r;, i• , H " t•y( S RF E SHALL BE TEXTURED AND k w ~' NON -SLIP. ACTUAL DEPTHS &MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER, "21E ALL. MATERIALS ARE TO MEET DRAINAGE DESIGN IN THE VICINITY OF RAMPS 60' - 0' RIGHT OF WAY - MAJOR COLLECTOR CONN. D.O.T. SPECIFICATIONS SHALL BE AN INTEGRAL PART OF THE RAMP 50' - O' RIGHT OF WAY - MIN❑R COLLECTOR FORM 814A AS AMENDED DESIGN NO DRAINAGE STRUCTURE SHALL BE 50' - 0' RIGHT OF WAY - LOCAL PLACED WITHIN THE LIMITS OF THE RAMP, .; „ . s E , i ,' * u ` " , . " ir"'< - LAWN / STREETS / 30' MAJ❑R s • �+ ' i +� •T,r ' N`V"hl - 30' MAJOR E ; `' 1 CROSS COUNTRY PAVED AREAS C❑LLECT❑R )9 a xt Yl' E {� '\ i You T'� y' ;.. C❑LLECT❑R t 5 -' Y r Fx 25' MINOR rrOR ,t. + 3;t M ., r��, » �a 1.sa�•`3 25' MINOR t t I TDPsgt ac soo OR SEED -7 25L LOCAL ' '' ,,% ' �," s.` C❑LLECT❑R �? , r e ,. W // 11:z5' LOCAL =\ ,,. ,., �--1,b-*�' 4' TOPS❑IL & R I H�� PS❑IL eSJDFN _ SEED J r( , �'" T „SEED & Iq2 r P,-L.- tom'•• -,- 1-1/2, IiUMINOUS CONCRETE CLASS 2 GRASS STRIP "k 6' PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION MO5,01-i z U SURFACE COURSE (COMPACTED) AND 1-L/2' BITUMINOUS CONCRETE CLASS 1 RESERVED FOR HYDRANTS, BINDER COURSE (C MP CT D BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKALL MATERIAL --PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. TYPE 'K2' BIT. CURB NOTE& 1, TACK COAT TO BE APPLIED PRIOR TD CURB PLACEMENT AS REQUIRED BY TOWN. (DATING T� BE APPLIED PER M 04,01.1614. FORM 814 A orn tuutnt u+ ^^&A� ❑❑❑e❑❑ ❑❑❑❑❑V ❑ ❑ ❑ ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED 000 ❑ ❑ OVER FILTER FABRIC MATERIAL z ❑❑❑❑❑❑ � ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑❑❑P00 ❑❑❑OOO ❑ ❑ ❑ ❑ ❑ 000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑0013E EDGE OF PAVEMENT ANTI -TRACKING APRON N.T.-. v -SAND (CT DOT M.03.02-2 FINE AGGREGATE) (D -- 4" TOPSOIL & SEED 8" DUCTILE IRON PIPE 0 7 \3 02 6 MIN, BANK RUN GRAVEL SUBBASE ❑ A E) 4 M,114,: OVER PREPARED SUBGRADE (COMPACTED) FDR LOCAL R❑ADS IF PAVING IS DONE P❑LES, ETC , T. , I JI 5' DAL DR IIIIIIIIIIIIII 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ INFORMATION. ALL EXISTING UTILITIES SHOULD 8 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 IMPRESSION SEAT_ AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. i - 1,- MIN. A,. a 12' MIN. - 6" MIN. AFTER DCT 15 DR BEFORE APRIL 15 < < 3 82 2S / VG By9 2' DF BINDER CpURSESHALL nBE PLACED I `'+� £tom i < Oj 1 1 /2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 N a 11 2 BITUMINOUS CONCRETE CLASS 2 k �. x u -, SECTION 2 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 , '* � '-too'; SURFACE COURSE (COMPACTED) AND �L1c`»1' �+�_ , ` nn h. fi �.� O / ."...1. •.. � .','�1;- BINDER (OUR E CONCRETE OPED)ASS i ,. ' , ZIN4�4 T : �T ,�� v h -v. IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15 2" OF BINDER COURSE �" i WATER MAIN SHALL BE PLACED. FOR COLLECTOR ROADS 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 i1J > 4'., , �.A f '�" " `ter " , TRENCH SECTION / �i ;+�;ar' k:"!:'•' �' 1 •. •bY' is } T �+ N 1. <,1,' l,c, C r':- k _ 5 lc11 CAL ROADWAY SECTION '�� F" '° ' *� l k4�� ($�',t r NOT TO SCALE ® 6" PROCESSED GRAVEL SUBBA5E PER CT DOT M.02.02 y000 ' s1: . 0�' 1 NOTa TO SCALE ,Ita1 7 a> ..7 r @iR k } r -1 A- '':' �' r %s�I. r' ��>4 Y* 4a < ' s� : r k ' xv. ,1r', BITUMINOUS CURB AND °�`w�#�` r" '`, �'� '" '' s ` 4 (` PRIVATE PAVEMENT CROSS-SECTION 3 r r i 4 i'Al C, R ;.'Y' f :4 iY !�C i 9 ✓ =.s�- T .. ',/' -fit :4 7 li 1. _% nts � (+� r is +z .? $ t R,., 'M•i as #. _',y; ,„ 1 `i as. <'4, y if > rr .`k'/.. 4/?Y� �d\ _ i:� 1.`•� , , ' v`N r< y x'>,� 4y T >f� t F'r vr.- 7>:r" z, :/ 1 of r, .s:? * )- W k v � ar - i� -. , .ir. � F)t �`� f i *, ,yet wYl4" L1.r _,y, 'S` "t: ' - Y�- z .•, iti �� `.4 PRIVATE ROADWAY TO CONFORM TO PUBLIC PAVEMENT w°.I I ,, r A.:. ±:p '` - �''r ' `,' r' ;; . `, f . u,, 1 ;.jA .CROSS-SECTION FOR CROSS SLOPE ,.ram" v 1. y�, t>rL . f r , ' 1r'� r t,�%; ..-.i, , v _:t.�v. -•' .'q Nye'_» } 1 i r " .,-> 2- /� .r, �4. .. �; - < I.I , 7 , t v1 L s;.� . rya l '' w` ' 4s r � . Y 8 F4/24/01 REVISE SIDEWALKS ' '`' '. `" �' 7 11/9/00 PER TOWN COMMENTS k.? ��,r, HWH �' _ a •� �- "` ��,' ,",,,1- z.r ,. " 6 10 31 r00 PER TOWN COMMENTS HWH fi= w,,� `` '> REVISIONS ONNECT TO OXTLET STRUCTURE SINGLE RIPRAP PAD „ 1.�_,, r ry r.Rti,'''.: ,. ;.•"�T-•ti- -v.vi. r1' '�'i'4 'hl,+ ..,T W. -'� r r'�<? .: :.. &, s ,, e s .. e. :i" `� - _ _� .: T• w '$� ., r.. 9A to T i r. •,.. ;AIM' . a, ' r. r ' , s y -! y1 t 2` r •. •. . �,r 1� - r v �r ,r- ' S T A ' -. 11. , , f ,7A ,... y > Y I `\ 111. 'e •, A ------- _ .,A., ---- ---- w 11, -5 - - --- . � . . r��;,, .Z�� I. s> .ram . �. - I/", - 1, /' "" ,� -\ Xft IX „ B„ '1 IIEW '�'1 tit F„ „G„ H,. ' . ____ ___d -----1 r 4 I I i I `A SECTION X-X 18" INTERMEDIATE RIP RAP _/� FILTER FABRIC � , (MIRAFI 140N O.A.E.) 6" GRAVEL PIPE DIAM. A B C D E F G FI WT RIP -RAP IN TONS 15" iu' 7' 1-1/2' i' 1' -1/2' 1-112- 3` 1 6 18" 12' 8' 2' 1' 1' 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36.1 2' 2' 9- 1 /2' 3-1/2' 7' 1 33 GRADE AREAS TO ELEV. 82.5. PLANT WITH CATTAILS, FOX SEDGE, SOFT RUSH, GIANT BUR -RUSH, AND WOOLSEDGE. INSTALL PLANTS IN RANDOM FASHION AT APPROX. 4' ON CENTER. INSTALL LOW FLOW CHANNEL. BASE TO BE ELEV. 82.0 5' WIDE X 0.5' DEEP CONSTRUCT WITH 12" OF MOD. RIPRAP. PLANT WETLAND MEADOW MIX GRASS SEED MIX IN AREAS GRADED TO ELEVATION 83.0 � DETENTION BASIN OUTLET I �� STRUCTURE (SEE DETAIL) I (INV. 0UT',83.0) \ \' \ \ � _ - ,:v \ _ - \ S-/ \ L ` ` ``1 ` � DETENTION BASIN DETAIL 1)1=20) .I . t - � � 860 291 8755 5 10 /20 0 PER TOWN COMMENTS GBS -. ,„. w l� >;;F _, � L,� r y;:= `z; "•, -, ,.`.. ■ :.ti. ,( ti e N. ti D 4 10 9 00 PER TOWN COMMENTS GBS , yyy �� • ;•r •. ��f 1 F. a D��QI� � ,a }l drY � :'h 'S .' L%... .rqr, li+ :.. a'. r' .>, (. 1�, �,1.. i.1 Q , , ' * ,: �: '' ` �, � a 'r e s � n �t .. 9 3 9 2 00 P R T WN ,• T- �:> t��z� � ',�, 5 E 0 COMMENTS - / E S GBS a `"•> � �.. T.. /t1Yb. r .. ■ / w' inc. •, t r �'- t a a .s ��. ,i r r t: s�f w :.L'-r,,,� ,'it' =` r�k .3- �e ,, n, ( ,. � R r!.!. .'++F-, ' ti' " \ 2 8 24 00 P R T WN .. . _ _ E 0 C OMMENTS x.• �,> GBS �t rof �x., \: a :.,�.., ess onals �n . "ice'. ar k.. S�`ui `. ;d �I.'.. :fs} a +,.'IYf' . 4i'1:14V /' a 4 DES/GN. �'� °', 3, -._ ;z. �_, . ;,- ,'-'„ r. :, GBS DRAWN. JAZ CHECKED: GBS 1 7 24 00 PER TOWN COMMENTS JAZ ,� xr�a�` 1 1l- .. -; . p ■ `fit S'. - `t �.M�'. ..'l. 3-. ...r' .". 'G. t j'• :T e, : � r , _ Civii En ineer ✓OB No.. 595 DA 619100 �. < 4Y . tom: s Planners Surve ors CtS t. s c t, r <(; 1 �. ii Y NO. DATE DESCRIPTION BY 3 �_ r � �, ,, t `� .. _ 1._ »_... r * south eNite road south wir.dsor ronnecticut 06U4 9 /595d �~r",.. ; 165 sou sat DRAWING NO.: 5 5 etoilS2.DWG %'r / / .// /- / " - 1-1 I'll 0 -/ , / / - - /-- / - -- - f / / / / f=- f� - /_'- /' - - - - - - - v 6, ' , . - / - - - - - i - .7 - ' - ` - - - - - - / r / / -/ / / / I Ill \� II tLI!t_ III ciff,r-" III r jIIto INSTALL MIN. 12" OF TOPSOIL AMENDED WITH FULLY COMPOS- TED VEGETATIVE MATTER TO COMPRISE 30% OF THE TOTAL VOLUME COMPILATION PLAN PREPARED FOR - SHEET WHEELER ESTATES SUBDIVISION & WHEELER ESTATES SENIO R RESIDENC E DEVELOPME NT f3 Wheeler Road & Smith h Street 1 �U'1CIi•I WIIRTD�OR �OATI�TECTIIC>LI'd' ,.,'i -3111 .f< I �, wv F! v-• r• f.ii. ',d -r + - [u '� s'bs.:.Y 'rr.-1. r��.•-�'crca.' T:�r �-+ a, r �.J ,r gait. t r ki!v rfi Yrl(f. Y*y't H Iy�. �i1�,o, .r - � l: p,� ,.. '•H ._fit t. - ., - xb:fy��h. � SS'' F:, Ty.1i{ ,� 1 "` �� �'� i ;,. 4L 'lil S. S y, `r � .( � / J •t j �, ".� � -,°.r �a1. •lF,,t � I,}. ,M,�$'� � �� •C' � F�`S i�:: i fP _ _ rT � -•� 'tr C .tic �,r r^ C , i!, _. �3 r ; 3t yr.$ 1 � i br4. z �.''}t :( y,r �, .d vy � _ � a •_., .. .. -4.: w c �s�h'`�'. � � i 'r_, � �i•7 s. _� � v ,_ .3s w r - J..i ` . •c.k 4� _�.-� '� a'- h , ` 'fin " T Z 3 t.. 3� .. y r0. : < rx a %� Ei 2 ai�.r: • f a rka .' �`� -: '.�i `. a - /'S, i.�'j. '!1'9°� I `�'Y`p�yyy''' x Z .t r.. xT • „1, v ij t �.ii•) .1. �Si _. t �r 'Yr F,(r�,l r,Zt .7, �„ � e y -.^r ° �$ 4 + I� i•� 'k f!� J. } d TT(, +`. !i " sr -1�C, •s.iiR „� a i 3 ; �^ }. +! ,, �. 4 'n' 14 u^Jd. ��y � y1 J > y,L�-:lam :X 7Y„r ",�''. ,• i �, .'+S4 r� t'k iF�1• Y 't': Pa'T. 7 �� N� .t> !} � p"'1 r �� '�-' A !ti`1 �-'lam( �t i ��rl f� ti � 6 �t r ✓S �„ F��k y, ` 4F � r t% r f•"L4 4. Y 4 104 .'i-XiG. ram••.—+; Il, w ij Y •. Lr' kill ' #) Jr3 • L+� �V DATUM - L�l Vi /i40I 80.00 JI 34J: t n e O vi LOr POINT EV - 9842 a : PVI STA 2+75.1 �Xr PVI ELEV = 97.93 A.D. 4.1 `n 0 K=24.2 0 100. ' VC aT O t 00 o. ANGLE POINT m > 11 . 00 4.4• tT — '00 �! n rsi 40 S TA` 15 0 7 %n v :2 4% AN LE POIN 4L > N + tb � GLC V. 1 Y, V V V. 102.0 v $ EL m 0 w p .-. > ^ � o ANGLE POINT Uj w 00 m .. Z N ST-A. am ELEV. 100.0 C3 to to U > }�.� Gr . O Z 00 — - - .x U Z pE GR LF 18 ADS S=0.9% EX1 122 S,1.70 00 ' AD A0s S.I. 128 L z O to M N O V) to w pa M O) O Off Ori phCli i O O 0+00 t _ n ' f �ti '�'r �} .� � p. it �-•ty «k �"• . c.•n:. i' Stu :�' •7; 6 a Y fl •Sa"" .? t lit J L - ! t 1. ��JY��� * �-.'«f�� },,. r3y� t i'z< - e xk 1r �. #•.. � �"LE;v�?.: .'•,�ta'Y11:nw.+. i'..r1 _ .it 3i.. s..- .. _ _ �. _. r. .-. s _ •s._'i,�.^R gaud•. ..i 'y _ al.' r.. o y " oo 1, UNLESS Gn-ILR.WSE NOTED. EXISTING UTILITY LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD µ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. t~'` REMSIONS - 2- ALL UTILITIES ARE TO BE STAKED IN THE FIELD ? BY A LICENSED LAND SURVEYOR PRIOR TO -- 12/5/2000 PER TOWN COMMENTS GBS CONSTRUCTION.x , 11/13/00 TOWN COMMENTS HWH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE F , '+'` IMPRESSION SEAL AND ORIGINAL SIGNATURE ?' OF THE PROFESSIONAL ENGINEER/SURVEYOR .NO. DATE DESCRIPTION BY rH PROFILE a �` •::9f 7 V 4+00 VIEW: PROPOSED KEBALO LANE 5+00 CENTER SCALE 1`40' HORIZ 1"-4' GRAPHIC SCALE 40 0 20 --- - 40 BO ( IN FEET) 1 inch = 40 ft VERT. SINE 860-291 8755 I esi n rofessionals, inc. I Civil Engineers • Planners • Surveyors + CIS 65 south satellite road south windsor connecticut 06074 104 96 W. P0OFC R SUBDIVISION PLAN DESIGN.- GBS DRAWN.• GBS I CHECKED. GBS .IoIB No.: 595 DA TE.' 10120100 DRAWNG NO.: C.• AA✓OBS 15951595-90F10. DWG WHEELER ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT Wheeler Road & Smith Street SOUTH WINMR COR1MCTICUT SHEET 9, 11 ?c 5.'E'`.•V'.L ',Y`C��r.�'c.. `��.�r.?�.^:- t�,•�tr t. ... YK�, r'�ril �•'a�"�=�.r fi+.4 4 ,•„f ...~' ,a.... ... 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'k' _ ,,.. r. jj rl " Lh 'S - _ y » ,v +..,,. , ^y -. y a `r a+ i` } ` P_.` > ia.: 'vta tkr ar"; 3 S ..t,�„ aft y' t 1'i t 'r a t 4 - . rk c 3 y 1 7,•r� e"l 7fi d'" 5rr 'y�n a �t ` ". c r '.' YRv-.-µ +r- -; .r. -'F ='�% ::i,-"vJ�a ��; 57-f1 -.r .5 s� ,Ti -a -. ', il. 'r'.'i. 'X.-e cir. ii"t' �' Y„ ,- o i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY O o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ INFORMATION. ALL EXISTING UTILITIES SHOULD $ BE HELD 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. q y . !s tr r¢yyy. F L %�:: t fY itw Fti t r s -G �C, n ',vz �.' �.:y' ''Sr�)''',"5i'r7 1 „'1^ `k�' �6 r# �4 t. • a ' e1� ,'t yl♦ ;a'iLwf�` ?, , v, a., '3' i .:t r .M ?, 4u y r + 'k3, J^_d ? Y.-*�•b t>,�I�,dc,.l, .tiy?. �l t - ?''' J� •S ks �l �e obi"1"� '. sl,-+`J-w ,. -♦ 's'.;1 `-"`� •# -ie �' ,p, ---- _ r swfq; '4...•�, .'r . ':y :Ir:� i•. `; T s , iSt�, .:,tF'�i`�. '3.`,ii s..f.-� -. �- ;i_ K- ' .. REVISIONS " `I-� X • P n v� �� "" i- •/.Jt aI 'i . �I +s� L, .a._ 'k1 -'Y`^ f_,yt w,;y�.:fit 1,1*;. ; e '' ' . wt" 11 .1- - , =.•I' "-S 4.� . a.._ ;,ray t ., -(py; ,, �, , .•t+ 'r 3, . Pam, 1� a GRAPHIC SCALE -•3.: {S 1 d '� R &. ....1 �+.�q ", ,t tt, ''.,��, r., �, r, 5.. T. _ „11.. t e.,: I-.•ec?r� .,�t : i . Y a. t L. n.t� ✓' a ++'',ur' .'r k,..,*.;' . , .t "s- �. : tss,,,� i s. _ A'.�F',N• •. a ,.9' 3 r � :i - Y �` ' Y j t< tP 'h ' •33 . , f 1ai ' 40 0 20 40 80 3 4/24/01 CHANGE ORDER #1 MHA *+�'�S""F1 w r s F?x �. t ` q 'e k r i r* ! eiklly �.�; r y 2 12/05/00 TOWN COMMENTS GSS 4. .t'�t ( IN FEET 1 11/13/00 PER TOWN COMMENTS HWH I inch = 40 ft. NO. DA TE DESCRIPTION DY• 6+00 S E `,�'v'F R 7+DO 1 860,291.8755 esign i rofessionais, Inc. In Civil Engineers • Planners " Surveyors • CIS 165 south soteiltte roaa • south windsor • connecticut 060 ,; 8+ 00 ��E SUBDIVISION PLAN DESIGN: GBS I DRA WN.- GBS CHECKED: GBS JOS NO.; 595 DATE: 10120100 DRAWNG NO.: C: AAJ08S `5951595-10UF11.DWG 112 104 M :-1 - �' SHEET — WHEELER ESTATES SUBDIVISION E EV L PMENT WHEELER ESTATES SENIOR RESIDENC D E O 10 Wheeller Road & Smith Street 11 §OiJTiI VVIPTIDSOit + CONNEMCUT , ]-.R'C O, y p{ii =A 1?y ;'." n ¢¢; ' y Jt y , t: - i, , , 4w - r ,tt. P, .r Mkt '� � a 5 '-' v �� 4 r a �"'�,�� . , } ter,: Y.� /\��j :' � 9 :+»� � . A�; :\� « 2 »� � � \�\ .��/ 2� (�: -. � \�/ «7y�� �z' y7 . � . \� <{� / />JQ � � . 2� § \� � 2/��\ r�r.�r�rt� - .5ursoy✓r� �4cL D�rs�ivc,��vT'��ef,41e! 46 L/i�lGiS�4Y Tb 'SSl7ZZ viST.4VcE, f'Wo `t., A5 iVe2F.0 / 4P— • �77A, 1�1�lELJD -S �T�Tit" , C7151-14�) 7�GSE/ �Tc�,V. TF� BY [5'LI�i�Ese Tlit/ 6;9 r - r • A . f / c. c s. III,�X(�T/rcl�p�7ECI� .5t/'ti�GM/ O�F�c/ - �QC� Site Landscape General Notes: �Proposed Wooden Deck: The proposed wooden deck off the Community Center shall be designed and configured to preserve and / or �Yl� G�/-5/TEP��Ti`197�/�, • - - _ incorporate existing specimen trees and plant material. Community Garden Area: The Community Garden Layout is Schematic and will be adjusted in the field to preserve and accommodate existing mature specimen plant material where possible. �Pedestrian Pathway: Pedestrian Pathway, ( See Sheet L.2, Landscape Details ), shall be layed out at grade and field staked to avoid _7Z> �iV� . - the removal of any significant Plant Material, This Layout shall be reviewed and approved by the appropriate Town Staff prior to the , _ commencement of construction activity. ` Q' / Planting : For Applicable Planting General Notes, Landscape Construction Sequencing / Existing Vegetative Buffer, To Be Preserved, (Typ � � � uencin = g Narrative, Various Lawn / Wild -Meadow - _ • , Detention Basin Seed Mixes and Appropriate Site Improvement Details, ( See Sheet L.2, Landscape Details ). For Typical Residential Foundation and Screening Plantings and respective Plant List, ( See Sheet LA, Typical -Residential Landscape Plan ). All significant _ . + w• J Proposed 'Wildflower Meadow Area. ( See specimen Trees and Plant Material shall be protected, preserved and / or transplanted wherever possible, as noted, ( See Sheets L.1, � O r v ' I S . d M' S't D t it Sheet L 2) L.2 & L.3 ). \8//C-- 44S7-,NcCe.�--* / 4�� a yptcICU e tx on a •e a r , rp . A9V-557,Aliq 14L,4W- �� 4 I General Site Plant List Lighting General Notes: All proposed exterior lighting standards and fixtures shall be in a size, style and scale compatible with the Proposed Lawn Area (-See Typical Seed _ _ -�� a , community's residential architecture and landscape features. Fixtures will be specified to provide the optimum amount of illumination �'3 C.J�c �} � for their designpurpose, _ _back -lighting' ' Mix on Site Detail Sheet, L.2) �P g while avoiding excessive glare and designed to prevent an or illumination onto adjacent L ,. `, -� �g P Y J a r I • properties, ( See Proposed Typical Residential Private Road Light Pole and Fixture Detail on Landscape Detail Sheet, # L . 2% ). ,,, , , . •. Proposed 13 Watt Flourescent Architectural Wall Mounted Lighting depicted on this Plan are schematic and should be confirmed by \ ��ARFq .3 ,. •' `Q? i reference to the applicable Architectural Plans and Details. t ; t ft ,+, ' '-; ` •,: '� _ `3 Cross Sections: Refer to Site Details Sheet, L . 3, for Landscape Buffer Cross Sections; A - A', B - B' & C - C'. +• ;,. ' / ,,• + �� / PROPOSED RAVED i ' • \' •' � '•� PARNG AREA + hI qti,, � / 'ti • _• � i ' `• ! Rim 1 . = J A 1 • `�� S\. / `3 • ` 3 _ 3 �1 Propos / cretc Pub��c yF\Cc- -_ / _ - - • °t. �' r • . v Pro posed Wildflower Meadow Area _ _ _ .♦ , (See k • 13 , Typical Seed Mix on Site Detail ,Sheet, I,.3) ► 7 /' . �• -• / \ 9 Y - Proposed Detention Basin, ( See Tynicai { Seed Mix on Site Detail Sheet, I, 3 ) r r!' \ \ Proposed Detention Basin Channel Plantings, f See_ Appropriate Plant List, This Sheet) 4 + *6 .z 3 ••T _ Titil� i +/ °jn,fill t I , 7-0 Ov Al �` _ , \ \ `• / r - .�. / - Gazebo - Key Quantity Botanical Name Common Name Size Comments 3 • ` • 1. Ee # 75 Existing Site Plant Material; Pine, Fir, Spruce & Arborvitae 4'- 15' 1It. Transplant Ed 423 Existing Site Plant Material; Maple, Oak & Birch 10'- 20' 1It. Transplant # i' • h r( ar Ar # 10 Acer rubrum "Autumn Flame" Autumn Flame Maple 3" - 3 1/2 " Cal. B & B de � . •• � � 3 ch . ` Qr # 12 Quercus rubra Northern Red Oak 3" - 3 1/2" Cal. B & B #3 �:� •,, Fp # 9 Fraxinus lancelolata "Patmore" Patmore Ash 3" - 3 1/2" Cal. B & B '� \ Pc # 4 Pyrus calleryana "Bradford" Bradford Pear 2" - 2 - 1/2" Cal. B & B � j ' _. v ♦ * - ro osed Pedestt'lan Pathway ► ' Ov # 3 Ostrya virginiana American Hophornbeam 2" - 2 - 1/2" Cal. B & B .I,. , ;' •. i , Ps # 3 Prunus sargentii Sargent Cherry 2" - 2 - 1/2" Cal. B & B 1 �� \ ' , ,•'`"--�....._,__��- Mh 93 Malus hupehensis Tea Crabapple 2" - 2 - 1/2" Cal. B & B Ac # 8 Abies concolor White Fir 5' - 6' Ht. B & By V� 1�C • • - _ '� ` Pg # 5 Picea glauca White Spruce 5'- 6' Ht. B & B 5 den Benc es � 3 y Pn # 9 Pinus nigra Austrian Pine 5'- 6' Ht. B & B c o To # 21 Thuja occidentalis "Nigra" Dark American Arborvitae 8' - 10' Ht B & B � •� ' /' . _ • ---� � • Shrubs: tea, #� Rc 929 Rhododendron cata�ubiense Catawba Rhododendron 24" - 30" Ht., 6' O.C. B & B � � , •. � , � I _ �•_, _ � � Vt # 29 Viburnum trilobum American Cranberrybush 24" - 30" Ht., 5' O.C. Container `/ _ � � '1 � � f Iv # 20 Ilex verticillata Winterberry Holly 24" - 30" Ht., 6' O.0 B & B u Cs # 26 Cornus sericea Redosier Dogwood 24" - 30" Ht., 5' O.C. B & B Proposed Lawn Area, ( See Typical Seed Tm # 50 Taxus x media "Densiformis" Spreading Yew 18" - 24" Ht., 5' O.C. B & B 5 , Kl # 16 Kalmia latifolia Mountain Laurel 18" - 24" Ht., 5' O.C. Container Mix on Site Detail Sheet, L.2) / � f - -. �• , ' Ig # 29 Ilex glabra "Shamrock" Inkberry Holly 24" - 30" Ht., 6' O.C. B & B '• ( Existing Forest, To Be Preserved, (Typ Vd # 31 Viburnum dentatum Arrowwood Viburnum 24" - 30" Ht., 6' O.C. B & B v Rp # 27 Rhododendron'PJM' PJM Rhododendron 24" - 30" Ht., 5' O.C. B & B 3 / Rcc # 27 Rhododendron carolinianum Carolina Rhododendron 24" - 30" Ht., 6' O.C. B & BV7 Pm # 27 Pinus mugo'Mughus' Mugo Pine 24" - 30" Ht., 5' O.C. B & B Detention Basin Channel Plant List y _/ - Jcs # 37 Juniperus chinensis'Sea Green' Sea Green Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B - v • " S Jcp # 36 Juniperus c. Pfitzerana Glauca' Blue Pfitzer's Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B Key Quam;:v Botanical Name Common Mint: Size /+ �5 Ground Cover: - 3 `,• rV Jb # 10 Juniperus horizont. "Bar Harbor" Bar Harbor Juniper 18" , 24" Spd., 5' O.C. Container Pv # 20 Peltandra viriginica Arrow Arum 2" Peat Pot, 2' O.C. 3 TM3 Sa # 20 Sparganium americanum Burreed 2" Peat Pot, 2' O.C. Ec # 330 Euonymous fortunei 'Colorata' Purple -Leaf Winter Creeper 2 Yr. Root, 18" O.C. Flats Pc it 2u Pontaderia cordata Pickerchkeed 2" Peat Pot, 2' O.0 3 .� Hs. # 140 Hemerocallis speciosa Daylilly 12" Ht., 18" O.C. Container / SI # 20 Sagiitaria latifolia Norther , k,, :.nead 2" Peat Pot, 2' O.C. 5 Jr r , . REVIS10NS f �;�:� _ HFr Robert C. Schechinger, Jr. ASLA h r�� s •n� GRAPHIC SCALE %A Wt _ �'LER EST.+ �'S Sf • vD��J� �llUU V ! r •W U 20 .o esign L .1 10 Front St: eet, The Turbine House Landscape Architect r t ��u —rf - f __ WHEELER ESTA TES SENION REc. • D£ ► . £P T C_- P O.Box 246, Collinsville, CT 06022 Master Planning �;"` I IN FEET) o f e s s o a I s n G ,�N GBS ,RA wv 1AZ cHE�'KEc� F ; I Telep'-lor;e !860) 693 - 102� Urban Design =sF,• ti 5a5 - -- Wheti... Road S, , i t .. Street - -r --- _ 0`,• 0 s3o.`�, t inch = 4o tt. O Civil Engineers • Planners ' Surveyors Ci_yy DA Tf 6/ yl i,��� , CAA fE �IESCRIPTiON BY Facsimilie: 36G) 693 - 4832_ Construction Adrrurt�tratron �;;%Aft'P e� se.,tr, snte to ,jr, 5�,.,. W n,y connect c AA71VG NC' Sad SOUTH Wl)<d> SOS ^'�i111 :'�i�UT • I/- fl AX/•577n/cp OV—,VM Cd,14y4%4ZA .4_11^Yape..s /'Z�YG3c� %5Zr4&'%TI7zlT,�� f./%%E-CAST r--•-P,P,�-�57- C.cac/c,e�rE[�N/T.P1t�E,e.S; PiTCN Tb,G�P,�/r�l. iiY iz c.cv►'i T 7vE � .vo �UN� 8 . _, '•,' •';., .' :.:. •,- _ , u •, .. ; 'y; . eCif''/El�l�/1E 70L/SLG7 E�2gO_5, ��. � � o �, • , J�Q ��, a— � � flrVO/42 L�'�iT�,c� �'��J�l�s>. , a G o G vo 0 G �, GC cc c GoG4 JO "�-!//�Y CQ^J�AGT�I� ,84N� /Z11N Ili . IGT>/4/1V, K57Z/� 1L11ll"•- Dry -Laid Pre -Cast Concrete Sidewalk and Patio Pavers; Scale = NTS MP L1rE -- �c�crv>✓ nt;vlc�� -- L4MIt5 or CLEARING • IND C;�'AVING, ENTlI_ LWOLF OF TME5 017 TME%. 51<l!� 1'LATJS Tyree Protection; Scale = NTS /Y./ 0 r/�rve5 0 ,��1 'ZICIII�Vo �xTU,eE To iff�Ef} �S'GC10 7UPAYO � T�9�S[1/C�nITLO �S k//Th` fj�L•>/C��JE f�GZ/�ISTh'�-� �/�Cf�S� T� �i`%i� !f//Th/f•/�7���� �,3, #.5 C3e"#,�. ,P_�f,�'.�TC�• , O,� �TaS 196 �1, / r0IV 7,XAF_ �'fxTveEsTO �//C�O��6dtZL_44a/4rt-O �Lf>Y� -llrtl � L//iy11tG9/,et 5 To � /3 A/� �i�Y� ffDG.a lv%P1�C7 CCC/E,� PINE fI• t/l� B�Tc/ry/r�,�CS C�•ErE,•�4Dlt/AY�A�'yF_.t/T Z)EXTFiVDO/T�3,� GpBCE�A l '6Yc�h`/.t%Tf 7i�'�lxE Tl�/V/fkE' Tim. / v_W7- �tici - �^� Tlli•c /1,.�i/cY`Tl,,r To/-n,YiP��/��ie/�1� �5 �J .G�CfjC� -. �72 ��001�E.•a �I�LC,. . Residential Licht Standards and Fixtures Detail, Scale = NTS 1 rt�r pw..: - 0CAT�• ti ', )M^v 1;t ,;A" ,t�l REVISI�N� Nt Al - NO. 4 ; E DE -.(-RIPTION '— WOOD AI,1D W>�IJC�H'T T1'zf>N C��tcJ7ErT�J� 5f-E MC t--I, A45 "Aj1i UFAC_gUZ_E_> MY LE-FKE1-E Y t��, EQ"&4, Garden Benches: Scale = NTS a ` - Z F iIGH, Z'x Z' SQ . EW-10VOIJ - _ 7_) E: -INGIN Rep- c�,rzC)LthID- 1 .,�Ti=D t75 WATT MEJ-At_ t W t.,JrF_ .31c4t.1 sFor truer-rt; V-TrH SiDr- _5441LI-P.5 �, -r0r-1 VI502-- +i Z'7' FlNfsr--I E7� — ANcr-+ors. c�-N 13Etvcrt �2. t�►f1Nt�FACr►_..tiZ� 2�2'S SPE�GJFICA-T10N� 10- P�'..t-sr�tJr�J� SFtaL1._• 8�. uV �-u�c.C,���NCE w1-n-E A�v1=D 1-jC�T-ECULTLP.At._ S�ID•S.TZi�S 1No2cr_-2. TO P���viG -iHE_ K1,nzTUZAi. FffIJ�t CF rE-tt< SJ�JFiG PL•aNT. LF � AF'}�2pPrZlATE ,°NDAPP D 13Y Tr t!✓ L.s•1.f0.'SCAPr✓ ,s,12GJ {ITBCr GY�TC FZ�U2iH •Ta ONETF-t120 OFT_tLV1400C) , NAYY 515 2EM0 1✓D BY,!56LJEiC-nVl2�- TNINN►NG TZD 541-ANC-15- rZOOT- L. 0: C \ DuQJNC� TT7��.LSPl..A1`lT,N� .Ne".vEL', Gu-r CElTeAL_ L-e rZ. - C•r�I�Lt=1•JE-rrv= -MiV..�.-_FL:r'. ��`,,=.r 1 C--,i E_ GtA LV.. 1110 G212 j1 i T�VISr�, WITE-1 6"Cr�•L�✓ `y- TUt2tJt3UCY�.E . --- ----- ----------�}- I 'r��T_'f}-i NOrTCt-tCr� F�%C, .l_ �:• _ ,t.'-;_L' I.., \\I �-T-I.JESHED G2�:CE �r_JJ�IL --- �-;.flllif}�ilfl �I�J T 5.' P--z CUG WITH \` / �i ✓ U 1-tAF'0GJIiJC1 OF PIT4', rGS �E kLL1_ BE J 9 :.SCft?IFI�D PCs;�.'Ta r'i�u�lTIJ�JC�. 14 ?. PC-C) (-U0LL5 7V- E =S OT- `:' CA!_ . Ci P_ L•-' AND E=YL.t'� E'_G�J�1-Trc_L--l�S C1F f� 02 L�.Sr`-fi4LL 14. �'•c�.E._..P.>•.EDeve�- ./} � .d -� C,�r-�1 'r>��F 5 p✓etz. � 'SE-tnE�. E� C-,r_rrE_D� MI•�1. S PL P-- TIZE- OF-" Zn,"GG, •1.4 -Gi4Y5 �,- �4j ! FL-'l"LTi�E�% IF-O✓L•=�_ .3y`Z"CAL. f-V-0 /iIENTS IGu�rENG, l V ,t���'l-� V.!'.ti... I Y_.l�i^. ' lJ�. v�t-rl/•�.� !.1 �,CF- _� � %.� � E��r-� E�i�s.�E -n T-�� r„t cr E-s.:�D • w►-t r�� E�r,�,l t, AND Sl GFiCATiO►-1,S L'1FFE THE, LA'7 "Fr-r�? " G. CtJ-r ffuC'E oF'/:1JD ti"rEw'F_ �A}=G7S FJ?AM i%i� T1-tE21:;) cf- L .,Or t •�L;�1J�1aJ�AEJ_ elf rifi�rTlC y •�� ` �`✓1 :�F ✓, t D(4 , :) C� -E�rJ11 t_ J UJ-T1`Q_ L'r` F23%1 Y. /-- �.\ _<_,1-7- 1�7i- �`,�.!_ - '_:t_, �:�IGFfT-L:'r ,yam=1V?✓ fill J,Ntc' �~ !- 1 ;, - I l i i i AM. III, n.►� F Project Lawn / Meadow / Detention tsai,jn Seed Specifications: Grass Lawn Areas: Seeding Rate, 5 lb / 1000 5 Kind of Seed * Percent of Weirzht Magic Perennial Ryegrass 250a Fiesta II , SG,C Yorktown Perennial Rveurass Touchdown Kentucky Bluegrass o Merit Ke-' eky Bluegrass ),o ( * Or A, ved Equal ) Wildflower Meadow Areas: Seeding_ Rate, + / 8 Lb. /Acre, (100 Seed / Sq. Ft. ), recommended by the manufacturer-, shall be the "605 - Northeast Nlimure" as manufactured by Applewood Seed Company, Inc., 5380 Vivian Street, Avada, CO 80002, Telephone (303) 431 - 7333, or approved equal. Detention Basin Areas: Seeding Rate-, I lb./ 3,000 S.F., shall be the " 2000 Wetland Seed Mix ", as manufactured by Blackledge River Nursery; 155 Jerry Daniels Road, Marlborough, CT, 06447, Telephone (860) 295 - 1022, or approved equal. General Notes: Weed Seed, maximum of 0.50° o, no noxious weed seed Purity; minimum 97% pure. Crop- maximum 0.50%. Germination Rate; minimum 80%, (or as generally required by the manufacturer's recommendations and specifications) Refer to Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required wrri-4 J t1 f=JFiF�D PL.11 /1`t}.ECi lil�ll rC •��ir? iUi1IP-,�j -�' ._SJf - C t / . .•, r _1 �, .r�,-.L r'L.�It/iL i -tZ E_ ME}:.----------- -TIIIIIIr =� Ill =1f1 :illi(n I .,t E " GENERAL LANDSCAPE CONSTRUCTION SEQUENCING NARRATIVE• p 4,_ - -I�ti►;�;ilr�,l�r;r,l r ;emu:' l%1-', •TCMCEt�t_L C?rQ!•rTL]'t'=4? ,l 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, as specified and detailed on the Drawings. Tree P 1 a n t i n a; Scale = NTS 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic sedimentation and erosion controls. 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and i,t `if - _detailed Site Improvements_ in coniunction--with._Si.te_i-it.iiitiecand-R,_uld 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footing materials as specified and detailed �1J1�11tJGc .�-l�1LL Ea:. f!J �•!"�'-"•�.i.�t�- ?.;•� E 1� 1. �"v Nt_L'E f-�L.:•}J71F.l�i P11 i �+� Dl_1C WfT?-1 i— W71-t hs,in coordination with Site Utilities and Building(s) construction schedule �� J ►�FLr10E�L(Us`'�.l_ �`1�,,'J r�Liat3zl►�lC� ncE�,2r�lLTP•►�l t"C�L�17J}�Cz on the Drawing --<- TO -E-Y - o K°-N c=►�'s- tat-t-- - -- 5- - - Install -all -internal sedimentation and -erasion control measures of r proposedZandsca<,= - -- f,WTU2,N_ �h1 CY= TFtE _'LCJFIC PL �tiUT .CAS HEZD IF__APpeoPCJar>r a,ND f3Y z�u� t-,�-1E 1 Tt� THIZD c�>�>✓ Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed or. :he TFtE I IV RXGF�t ���?Ll tITECE" Ot�l r L; =Lt _ ,(FOE AL4:L Lx p .WJD ( 12E LAP2D .ta✓F_ Ai-j- syi,, --Tic Drawings. WOOD m1W t� , s,,J107 )t E. EfJ.MZEJ Y 6. Install all proposed Landscape Plantings, Paving, Lightingand other detailed Site Iv�-rrtlNNtE�c -ro t���1cr= door P,�. E-�1ri -rt tr rzarr 54L1_Cz PLIANT P P P g , g, ►-� DLs,`I � r't-�N nN�'-- 3 ALA 3• [.;�AL. ► ES411rrAs E1 E &1_ E5(AMF L•F_. Improvements, as specified and detailed on the Drawings. MEti-iCC� 1Nt-tE.Q�. f3, I DErAu_ A1.JD tEC� Ipt,ts bil-F-E a-, 7. Carefully back fill and /or install appropriate materials around all proposed Landscape LAJ T f tE -r LkS-- t L NAIL - E ,t Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase d course is reached under paved and structural areas 8. Complete installation of all specified finish surface materials, as specified and detailed r t�t5ur- �.aaD rz0W -- 50 _,�ucL:.:------------ - -; the Drawings. 1, 5Q F't CNZVE�D WO=P ; �11, ►UNITS ;_,fl'tN .fi t, 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as c) specified and detailed on the Drawings. L 3 4 10. Maintain and/or augment sedimentation and erosi,, ontroi measures throughout the • ! r "`i' `� duration of the construction activity, as directed by the 0... er and / or appropriate 'Town Staff Commune Entry Simon Plan View; Scale NTS. � �` �=%=�=� �-------�- p }'' 11 A I a ressive '1 ' t b'1• h• OO�N CJx� 1��L- �S JPt:GF•l;�.t� -- - FILL- wlr)-1 A?P*$C0F'1A1_ P _Sol t-- f-4 r',C LAY T � i ,+l d _ Groundeover Planting Scale = NTS G G_ Lf // T�f/GL. COMPA�i7�',G� — /v%I14iC-f j:�k/AY 1 CS 4�4 C Stone Dust Pedestrian Pathway; Scale = NTS pp y gg soi s s a i ization tee niques on site, particularly along Wetlands and T-,u �n�l, �;� `,. , Water Course edges and storm water detention and / or retention basin areas 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation ail, erosion control measures, and stabilize anv remaining dist!Irhed .areas. as specified Lou •�- :... _ _,,. ----- . flil t�.'�-i�,v�; ;�•-- 'r-^C�:E-`1L L'.=O ��Ii� � 'I y-_tL' �~t:ff • � 6'J.�t;N. '�- ,,l/ITF-+ r� ^41 mr. `^ % 11 1111I _ , n.tl:�,---------- _' i �•�•ti,...� ._.. ._.. - — I -- ---ii.ir. _ =T r.a�. J'i_1�,•„• t_c7CJt't�t1.- LC;1 1TL31' .Ii�L%L;•V_l -Ll• f�tL 11`_t; I :•I�l> } 7 TCf r f -1 )",,"..-`if=Ll''n- -1r�f Shrub Planting Scale = NTS - w -- ((�� - - �' l/ LJ/� 2"T � � 9• -•a�� 4 F , z'��4�a✓ �ru5r� ' SrG,t..t P1E�, (Z HIGH) --- --- `� GFf4D Q � - MCx, NTEr P t'�5 WAFT' MIE AL HALJDE. 51C-rN s{ T' UGC-1T, i 1MTH 51M _55HIELJ75 'T6P' VISOR'_ Fih11_45HEZZ G�Q•AC 1F_, (SEE• 1 �.SCAf''E- i Fr:- FIN15H MA'I`E�; S). — —' <' _ C-�,2Yt:[7 +rv�p C-GX/1M L1Nt TY �=s1� . Sr�1v� e2out,tl� Tb � izE 51C�� l I�TT64Z_5 � c- FaAFHka S(1�i1 ..S FLUS}-i Wt-T-H 51�1J -T�lM ,COLONS A5 C�T��J"11NDED Y�`r -r F �E C /t�Jr , Atip .qs FAY THE C.CaNiM/SSIC>1�l i° WTI _TZ!5WN STUFF Community Entry Sign, Elevation; Scale = NTS Robert C. Schechinger, Jr. ASLA fP~ r •�rP� 4c ? =�`•� '' ; P g GRAPHIC SCALE SF 1?J F1!E'[ 1 t inch = DSF ft 10 Front Street, The Turbine House Landscape Architect P.O Box 246, Collinsville, CT 06022 Master Planning Telephone (860) 693 - 1025 Urban Design Facsimilie (860) 693 - 4832 Construction Administratl0l) — GENERAL, PLANTING NOTES: I All plant material to be nursery grown stack subje� applicable A A N standards The Contractor shall supply all plants in quantities "cient to complete the work on the drawings and listed in the plant list in the event of .,�repancv bel%peen cluantit e- in the plant lists and those required by the drawings, the I, niber shall apple 3 All plants shall be inspected by the Landscape :A•,, 1n`' plant material that I, deemed unsatisfactory' shall be immediately'removed fninl and replaced with acceptar :. specimens at the Contractor's expense 4 Prior to installation, plant material shall be located on site ':,\ the Contractor for appro%<1 by the Landscape Architect An. installations which were +,ot approved by the 1. A and \tip,, are requested to be moved, will be done so at the Contractors expense Precise location oil' --ill" it _'nl" not dimensioned on the plan to be scaled ofl�tile plan and field staked b� the Contractor 1,w approval, as per note 4 3 above 5 All shrub mass, ngs and tree pits shall be mulched to a min depth of V with shredded I,rne bark or hardwood mulch, as detailed 6 All tiers under.3)" caliper shall be staked All trees 3" caliper and gicatc, shall be L1. 7 The Contractor is responsible for any damaged vegetation and shalt replace ex' repay damage at his own expense Unless otherwise specified, all plant material shall he under guarantee for a minimum of one year for formal acceptance by the Owner 8 The Contractor should contact "('all Before You Dig" I at 1-90 -922--t45s prior It, construction 9 All shrub and groundcover planting area, shall have min continuous hods of torlsod deep All bareroot areas shall have a minimum I. )psoil bed of 12", unless ,,therwIse specific", 10 The Contractor is resnonsibit_ t�ir lr�t,;atin„ . ut'litu-c i~ tt,., f.-I'l �?,'t,....., 1.. ... 1- tj11 u�.o ., u,,. „ttu vv „I.IC iilQllt Illatcllal`- may interfere with utilities, the Contractor shall notit'y the Owner and Landscape ArchitecI If' coordinate their relocation prior to the installation of that material i i For planting soil mix, see specifications or planting details 12 All existing rill, guiley and or channel erosion shall be tilled with ,,;,t, -grate backfill material, tine raked, scarified and stabilized with appropriate ve.vetative ma :al and / or appropriate sedimentation and erosion control measures, a ared Re"' o appropriate Sedimentation and Erosion Control Plans, Details and spec-ations for final re(Juuenients 13 Adjustments in the location of proposed plant material as a result ofexistin�- ),egetatior remain, shall be approved by the Landscape Archnct i prior to installatior 14 Bare roc•t and sprig planting areas shall be first htt,dro,eeded with ,p"ifco law l nun r, immediate stabilization \X'hen planting sprigs within this h\diosecd area, clear it I' dio:11etcr around each sprig 15 Additiona! Planting material and or increased Nair, 4, rat , 'ila: be r,N,ii. i the , , It Staff as site conditions dictate 16 Existing specimen trees of 4" caliber or greater, which nuts merit ple,er,,iilo[, ,ilall bt• brought to the attention ofthe Landscape Architect prior commencenlent ol',ltt c,,lin; for evaluation and potential inclusion in this proposed plar 1 860 291 8755 - - MPILA110N PLAN nFP C ■ 1 p °j�Q o S Q WHEELER ES TA TES SI 4VON &esin ��& LWtIEELEA. &STA "'VS SENIOR RLSID J> DEVELOPMENT ' rof essionala, inc. DE5/GN GBS 10lzAWN JAZ C/IECKED GB5 ■ �- 1 - �Er I�®alb! `'i,)ift•�.,F6t it 9 Civil Engineers • Planners • Surveyors • CIS ✓ob No. 595 DATE 619/00 165 south satellite road south windsor - < r,rr., , ,t .1h0'4 , DRAWUVC NO 595 - SOUTH WIJNOSoi 'CONNECTICUT �' K MY t ell 41 .: 7. iced Fvc� s cen butter Pla 'r 3.I �006g Mixed Evergre,_ ti and Deciduous Buffer Plant - i xistlnu Redfield Residence ,. O t= 0 CL 0 a 1` 1 Buffer Cross Section A - A' �AT 5 Years � Proposed Mixed Evergreen Buffer Plantln`,: �j Fxistini: Mixed Evergreen and necidl Ruffer PI:-nting Existing Redfield Residence Proposed Residential Driveway Courtyard Proposed Landscaped Island I � � Proposed Attached Active Adult Kesidences Buffer Cross Section A - A', AT Maturity Proposed Residential Driveway Courtyard - Proposed Landscaped Island Scale: 1 " = 20' >. o rn z, Buffer Cross Section B - B' AT 5 Years Ij w =�1 31 iv Buffer Cross Section B - B' y AT Maturit 0. �° N _ _ o X G w u Scale: Y "' = 20' a N X w NL, r,', )TNFRWSF NO' PEVISIONS ::ATiON" AS SHOWN" Air al -r W}'ORMATII':N ALI FXISTIN( T11 _ if -IFI r' ' o+rlr'r oRI. R •. Ir5 ARF TO ' AKF(- A ANn iN V AI I'', )Vrr4 ,W. 11j At ANn (,I' AI- ..�IONA, rE DESCRIPTION >>.1�A�.�.1�'�r'`'Z1 5.,...e... ,. ....'1?._A""��a�ie'i3a""Z' ... r5�i'ffiP':'R.Ed$9r'•'.._ ^tt..t"!�.^.CF3r ... b.. ��if ,, _-.. ,�:':i bF'.e: ��4:. r::: Robert C. S. aechinger, Jr. ASLA G n r....,...,�.7 AA., -,,A G.•or..r-n.,r, n. I`Tnr Plantin., Buffer Cross Section C - CAT 5 Years Proposed Private Roadway Buffer Cross Section C - CAT Mat uri Proposed Private Roadway I i - C�aIP• Site Lighting Installation Schedule: Key Luminaire, lyloununm- CX Finish atledlicauvns # 4 -150 Watt Metal Halide, Pole -Mounted, Public Street Luminaire; ( Fixture Mounted on a 4 " Square Steel Pole n 18' fit., Approx. L-1 200 L.F. O.C., Black Paint Finish ) # 10 - Type-2, 175 Watt Metal Halide, Pole -Mounted, Private Road Luminaire; ( Fixture Mounted on a 4 " Square Steel Pole (i�i 15' Ht., T-2 Approx. 75 L.F. O.C., Black Paint Finish ) # 4 - Type-3- 175 Watt Metal Halide, Pole -Mounted, Private Road LulTttnalre, ( Fixture Mounted on a 4 " Square Steel Pole (d 15' Ht., T-3 Approx. 75 L.F. O.C., Black Paint Finish ) # 1 - Ground -Mounted 175 Watt Metal Halide Luminaire; ( Spot Light Fixture Mounted on # 2 - 3/4 " Dia. RGS Conduit Stubs, S-1 with Side Shields & Top Visor, Black Paint Finish ) Lighting General Notes: All proposed exterior lighting standards and fixtures shall be In a size, style and scale compatible with the community's residential architecture and landscape features. Fixtures will be specified to provide the optimum amount of illumination for their design purpose, while avoiding excessive glare and designed to illrrnniriatinn nntn ndiarent properties• ( See Proposed 1JlGVGilI Zill} IJU�. 1\-11 �:,11U11 �", Vr tuurrauau.. v.. v....-. .. J»-_••• r- -r - Typical Residential Private Road Light Pole and Fixture Detail on Landscape Detail Sheet, # L . 2 ). Proposed 13 Watt Flourescent Architectural Wall Mounted Lighting depicted on this Plan are schematic and should be confinned by reference to the applicable Architectural Plans and Details. 10 Front .street, The -i urbine House Landscape Architect P.O. Box 246, Coltinsville, CT 06022 Master Planning Telephone- (860) 693 - 1025 Urban Design Facsimilie. (860) 693 - 4832 Construction Administration GRAPHIC SCALE ` Z 3 0 SF SF j3lil Ili lr'"T 1 inch I)SF !t. C/ST7i�/C� 20 j`ryl� ?50 YI,%4- 7-7 14 >-0 �L Z3G/G 57,: r� 5TZX�1'7rsCZ �Poy, cn�v P,POPGLSE,J Y�E—,2 �% ,2> 15 /��/, 175 VA TT; 1� lDE f?2c��t7"E 5TZE7G7-L - ;� ) 75 W 77 1% Ez ice^� f,' UE S/c/.SR3 7 Z /ct�T ,�Q�S� 7yF - �3. �T 3� J 1.5'h7q/, / 7S 1r1/�1 TT TZ h�OE" ST, 7- s i /� � air) �L✓C�it'i� 1�T-T I�i��L- 711NT�D, ZCX/r�SC�U7r S - _770" OY:5' 1�_- A-4'--f'. 7// Site Liorhtina Plan: Scale = V = 100' ' 860 291.8755 �esi n 9 rof essionals, Inc. I Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor • connectirut 06074 L • 5�: ' L-UL i MILS DESIGN. GBS I DRAWN JAZ I CHECKED. GBS ✓of NO 59:: OA IT 619100 DRA W AIC MO. 595 C.'-M. -AT10N PLAN ?CDAREr. P SHE.E I WHEELER ESTATES SUBDIVISION WHEELER ESTA?�:S' Sx7NIGR RESIDENCE DEVELOP �!-FNT L.3/,// W heeIls-1r Road OL Smith :'+►1r�•et � `L.4 SOUTHWIND90R CJiYNF,C'XICUT / -X','-17� LC , �Ec7�L \ _ A ZIA• vif�15c� F_1�4A1/; E C 1��'�o, . 'sE� srr� �•c,�zsc�r� l�g�v, Residential Foundation Plant List Key Otiantlty 3otalllcal Name Common Name size Comments I'm :: 18 Dates \ media Spreading 1'c%v 15". I S" I it, 4' O C Container Rc .Zhodo lendron carolinianum Carolina Rhododendron 24", 30" fit, 5' O C Container Cdl Cotoneaster dammeri oMast" Bearberry Cotoneaster 15,, 18" Spd . ?' O C Container Rp it 38 Rhododendron 'PJtiF I`J%l Rhododendron 24". 30" lit , 5' O C Container Ig - 40 Iley ,Iabra "Shamrock" lnkberry Holly 24" - 30" lit , 6' O C B �� B Pm 42 Pines nnlgo 'N4ui_'hus' \Iugo Pine 2-3" - 3C>" lit , 5' O C B & B Jcs 40 .luniperus chinensis 'Sea Green' Sea Green Juniper 2" -2- 1 /2" Cal , 6' O C B & 13 Jcp :: 42 Juniperus c Pfitzerana Glauca' Blue Ptitzer's Juniper 2" - 2 - 1 /2" Cal , 6' O C B & B Cdc rr 75 Cotoneaster dammeri 'Coral Beaut\' Coral Bueaty Cotoneaster 18" - 24" Spd , 3' O C Container Bt " 75 Berberis thunber`,ii 'Nana' Crimson Pygmy Barberry_ 18" 24" 1 it , 3' O C Container 11h -,OI I � ledra helix 'Baltica" 1:nglish I� � 2 lY Root. 12" O C Flats Pt 400 Pachysandra terminalis Japanese Spurge 2 �'r Root, 12" O C Flats if Hs 500 Hemerocallis speciosa Davlilly 12" Ht., 18" O C Container I i 0 f f f A CNS A' `WN, ARE HA St r ON AVA,I.AP' IY `RMATION A F XISIING U 'i , ` F 5HOU1 I' t " Vf R'. uRIOR In-.0N`,7RUC1 oN n! ,'If Au I j Bf `;`AK C IN 'H}. I I , A CL NSF' ANL; SURD "` I'R'OR 70 }. --- - — �I r)n TF t Robert C. Schechinger, Jr. ASLA _ 10 Front Street, The Turbine House Landscape Architect P O Box 246, Collinsville, C'I' 06022 %, laster Planning Telephone: (860)'103 - 1025 Urban I esign Facsrmilie. (860) 603 - 4832 Construction Administration GRIPHI(' SCALE ,( 1 10 10' ( IN FRET 1 I inch 10 ft. K4 TYPICAL RESInF NTIAL LANDSCAPE PLAN COMPILATION PLAN PREPARED FOR SHFi- ' WHEELER ESTATES SUBDIVISION L' 4 WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT ' son 7'1< M w� >R-""IICU7 i A