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Home My WebLink About00-28P_WHEELER ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT RESUBDIVISION SPECIAL EXCEPTION SITE PLAN_WHEELER ROAD & SMITH STREET■ fheeler Wheeler am�states S� To W L 1LU, _j prepared by: i esi n rofessionals, inc.' i Civil Engineers • Planners • Surveyors • GAS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 LEI Montana Associates Architects 35 Alpine Drive South Windsor, CT 06074 i (860) 644-9916 Robert C. Schechinger, Jr. ASLA Landscape Architect The Turbine House 10 Front Street a P.O. Box 246 Collinsville, CT 06022-0246 Tel. 860-693-1025 Fax. 860-693-4832 o J o AR0aao© Q38 COACTC 8 PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 OWNER APPLICANT K.F. PROPERTIES L.L.C. 176 SMITH STREET SOUTH WINDSOR, CT 06074 TEL. (860) 644-5124 FAX. (860) 644-2577 NOTE 5: Tft5lr PRAWW75 ARE THL PROPERTY 61`- PF516N PR6Ft:551f 4&'5, ING. Ate hA1F_ DEEM PREPARED SFPEGIFIGALLY FOR THE 0NNER/AF1r V.ANT FOR THIS PRO"T". THEY ARE NX 'ICrrtztn riq-1P VE Vr•.t•o ,�ncn[ rn aeo6—re (L lf7CY rc%Sc !11VT vtrC1[ rURrVx OR V7 ANY Vrr L.1C rt:ac�vf`i cm rLn�nT� WI1Ng1f Tt1F t:�RE55 WRITTEN P1 RMt576IUJ OF PE5I6N PRL>SS~.S, INC THi5 PLAN 15 1NVAL® LN..E55 li DEAP4 TM 6RIOINAL 51OWTt,RE ANP ItvPf ,5: 310N 5F_AL OF THE PR.x7`E5510NA _ i3Jh1NIfER OR S(RVEYOR. .0 1:��' %� l PAW ) STREET T >= it DESIGN PROFESSIONALS, INC. LOCATION PLAN CRANOWE TERRACE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-3006-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLL SE. TO THE BEST OF MX,^NIPWLLUGL AN' BELIEF THIS MAP I5 SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P.-*f ARTEL / LIC. No. ff V - +ka�'. ,,...,.< .. z.' � �'. rd,• , '.-� •` .GSM:. ..�R , "4�l", '7r.rl �`t� ,ya►` ,-A'i-..�tr r^ _�ESt-br .� y$y�4 �, +, ,�... ,�. . i.:;;._. - u � . •}�$�S ,. :.; ..' _., .._,� .,: :M`�- tt Y: yT..K y,;f;; 4! t� 1�, "�y'•i•-.i y.n'�%-'`'..t� .�i •.+ 't-.+; [ �a.�';�k y ��a, -„S .,,• ��3y k- ' x }i�� 4. � i 'l �' J,: .-i1s;' d au .,,, i, t �• o. ru'! . �.w• , t -,..+, •C - �+:.; .. ..Y: y .. ,•�#.Y,. C' e rn- " ' ' t•:a � � �` M k d4a.. -. l � w�+ r. fir,, A �, ..,p� ;w'' yar A "�y 6 .�1 ,,, r, , �; `�:: •"• s: oa ,�*i? s• � e n . 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"y._ `. fir, .,.3`. _':'�°r .i !Y v�f" G'' �`k- .�i:. r•"-Fl.t� f.^ { L� - 1 �4 : y1 � � . 7'.. a h'.. ,{ � a J-'�M . 'J..• ! 1, .:. >. 'et.� ,. R .,u: , .. •.at,.•._ d .• . + •. ,. �?• -._._ ... .•. ._ .. Yr4.aC 4•, r.� ,. . i. 4,�. .�x's'ta . l"(t K•u c_.... �.Ar'-• �'�s• :/ - r.. �'-*"�?7:=�, +r� � K, ,(� e : .i t:.,:. r. - �a y_.,��a ..•. .>rY #.� ... e . , _�.._ ,%�' < S, � ,.. -�,�:. .x-'!,. , -�'.4 •Y" •: �`s'.'`.�af ti'�` fir•<..!:. '�Flr c,d '�'r,:�w,t t ! y k L E X C 1"W'4 P ION S1 E PLAN. yt1Bry( •k� ��TRCUT '.'� ' .,"�`�'..^-��/ .• .>.+.� - .. .. .; . .-.. . n;,•J j�r� { °1! '6 J. . 7r: �:yt:� .l". .'� �'. `.1,-}, � : — ct *'�l� �', �' ) ,. x ) r 'a'Ai 1 x"S,'. ,.��d.� r� r # �s o ` _•� 1 � ` 1 i LS d'.'a ..,eye `°• � . h y} 1�tRt1 i\} rNR 50U'TT-" ti� c , In, \\T a' �„��: j��,'r'.. • %��"?�4��iS s• t,� .1 �` T'. s r� b $�. . ,:{_+l. �. std'iS:aG. S" .fin{, r fr". �k ► f. •4 1 +� V �) L---J �• �.� �� tidy t d..'. v:. + t •••, �E,:TM.� e•s�'�SR�.?x4,1€. • ��r)tr:tyi. ,-, i i .; •; t � - .. _ .. w� 52.,., ",ni "1~sg.'�. �{ I +A 1 a .. ` ,�, l `�2•�:. _ .. � ,. .. .�`'i ,t P1 _ G.° � ,''1 � 1>\: i Wheeler Estates Subdivision ��:.•;,��;,s r Zoning Data B/oa ZONE: RESIDENTIAL A-20 Conventional Subdivisionlk— - ITEM REQUIRED/ALLOWED PROVIDED I�u' �.•?: •.�sss: -se:`c."'$�.r 'ram '`� ---------------.— . "'^ • ••• Lot Area 20,000 so. ft. min. 20 364 so ft �3 1?1=200' �• R Y t ,� Ts _ 25-30- 100 p, 25 30-1 1?1=200' �• R Y t ,� Ts _ 25-30- 100 p, 25 30-1 Lot Width 100 ft. min. 105.7 FT }�f Lot Depth Lot Coverage Impervious Coverage 150 ft. min. 15% max. N/A 187 ft. 15% max N/A X'c Building Height Front Yard 30 ft. max. 40 ft. < 30 ft. 40 ft. min Rear Yard 40 ft 40 ft. min . �� ■ Side Yard 10 ft. 10 ft. min II11G1101W I—OLQLIV67 V111W - LV11111y {JQLQ WIVL A ZONE: SENIOR_ RESIDENCE DEVELOPMENT SRD) ITEM _ REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum 7.60 ac. (PARCEL A) Net Buildable Acreage * note below 5.88 ac. Number of Units 25 units 25 units Parcel Density 10 units/nba 4.25 units/nba Lot Frontage 200 ft. min. 522 ft. Buffer 25 ft. 25 ft./35 ft.** Front Yard 50 ft. 51.0 ft. Rear Yard 10 ft. 27.6 ft. Side Yard 10 ff. 25 ft. Impervious Coverage 60% max. 31.5% Off -Street Parkina 1.5 spaces/unit 2.68 Snc7CRS %llfllt*** wetlands and regulated watercourses (0.71 ac.), slopes over 15% (0.24 cc.), utility easements (0.77 ac.), and flood plain zone area (0.00 cc.) **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. AL SHEET INDEX SOUTH WINdS? RC VER SHEET/KEY MAP (SITE PLAN) == 119�, KY MAP (SUBDIVISION) 3A A PROVAL LETTERS P OT PLAN 4 T POGRAPHIC PLAN AN AND PROFILE DIMENT & EROSION ---�--_P 6 CONTROL PLAN 7-8 DETAILS REV REV: 7•-t3-0j 4-24-01 9 -11 PROFILES REV. 11-9-00 L1- L4 LANDSCAPE PLANS Rv- 8 �000 A1.0-A2.4- _ ARCHITECTURAL PLANS REV 7--24-00 DATE. - to-- `j - 00 SHEET 1 i MAP LOT N F ABUTTER L/ST 17 3 >98 SAI/TH ST. 4 216 SMITH ST, 5 236 SMITH ST. 6 7671 SMITH ST. 17 REAL £STATE TAX DEPT. P.O. BOX 6120 INDiANOPO I IN 4 9 L S 620 } 2 1 WH E£LER RO. 25 30 658 LLI GTON RD. E N 30-0 REDFiELD OPEN SPACE 30-1 2 DIGGINS COURT 30-2 4 DiGGiNS CO RT U 30-3 6 DIGGINS COURT 30-4 8 DIGGINS COURT 30-5 f0 DIGGINS COURT ,50-6 12 DIGGINS COURT 30-7 14 DIGGINS COURT 30-8 16 DI INS C RT GG OU 30-9 18 DIGGINS COURT 30— f0 21 DIGGINS COURT 30-11 19 DIGGINS COURT 30-12 17 DIGGINS COURT 30-13 15 DIGGINS COURT 30-14 11 DIGGINS COURT 30-15 9 DIGGINS COURT 30-16 1 DIGGINS COURT 30-17 III AUSTIN CIRCLE 30-18 109 AUSTIN CIRCLE 30-19 2 DRAKE COURT 30-20 6 DRAKE CIRCLE 30-21 8 DRAKE CIRCLE 30-22 f 0 DRAKE CIRCLE 30-23 12 DRAKE CIRCLE 30-24 14 DRAKE COURT 30-25 16 DRAKE CIRCLE 30-26 17 DRAKE CIRCLE JO-27 15 DRAKE CIRCLE 30-28 11 DRAKE CIRCLE 30-29 9 DRAKE CIRCLE 30-50 7 DRAKE CIRCLE 30-31 5 DRAKE CIRCLE 30-100 11 WOLCOTT GREEN 30-101 7 WOLCOTT GREEN 30-102 112 AUSTIN CIRCLE 30-103 120 AUSTIN CIRCLE 27 15 BUCKLAAID ROAD \� FRENCH, MARGARET R. ANTOSIK, SCOTT & BEV£RL Y A. JOHNSON, AARON L. & KAREN MARQUIS, MAR✓ORIE A. DOWNEAST ASSOCIATES LTD PARTNERSHIP P A ANT HI LS C N OMINIUM LE S L 0 D JAC UES JEAN MARC O Y REDFIELD HOMEOWNERS ASSOCIATION BLACKSTONE, PAUL GOSLIN DAVID & RONNA L. ROSAL CONRADO G & MARIA D PEREZ SERIGN£SE, JILLMARI£ CHURCHILL, DENNIS J. & DONNA M. DALAL, D/VYESH ✓. & HEENA PIAZZA, ✓O—ANN£ DAVIT, DEBRA M. WILSON, ROBERT K. & LORI S. WILSON, COURTENAY MANGiAFICO, £NRICO Pr & JOSEPHINE VAND£NEYNDE, DAVID R. & DAWN M. SANTOS, KEVIN M. & VALERIE 1. LAZINSK, ERIC M. & LORI LOK, DAVID T. & ✓OAN M, PARMLEY, GARY B. & NINA N. TR/NKS, LINDA INKEL, JOHN L. & GRACE L. L YON, ANDREW H. & TONYA L. CLARK REALTY INC. PEREIRA, CARRIE—ANN & PEREIRA REID, L£NNOX D. & SHANNON M. K£LLY, DANiEL P. & KELLEY J. MACHOWSKI, JAMS S. & ADRIENNE L. DIL£ONE, vlwr T & CHRISTINE R. TELLAN, J£NNIFER £. ARS£NEAULT, DALE A.& KAREN P. EOGECOMB, DAVID R. & LAURA R. SOBIESKI, PETER WILKINSON, KEVIN L. & JANINE C. HILL, MICHAEL Tr CLARK, SRIAN J. & JENNIFER H. DELLAR/PPA, HENRY P. & DE80RAH A. PHILLIPS, RONNEY J. & ROSSMAN CHRISTENSEN, CARMON J. & LENA M. CATHOLIC CEMETERIES ASSOCIATION ; *� 4i. 1 l.O:,Ut1JVAN AVENUE, • 90UTN V41NDSOa. CONN OW7. 1• # AREA C01W J W 1 aiA-25r i Ottt,lwf is, 2000 CertrGrc AP4C62498131 Drtlign Professionals, lru:. Attn: fete, DrMaliic 19n South Sritclhic Ruud South Wtndxr, C'T f>tit)74 RL: Appi, #00 '?FP. K.F. Fruprrtics i ear Mr. OrMalke: A: the October 4. 20C10 regidar meeting, the inlitrid Wetlands Aerncy i Canser Ovation Commission upptvved appliolzion tt00-28P - K_F. Properties inland Wi.tlurill/Cmiseivation Commission apriheati m for the ivnatruction O: s sit Int rrsidennal subdrvhsi,m, a n-unit it� or residence da:v'cH]pnxni, asaotistee stormwater st-wmrrq and m.ruatn:c_1wr improvements on property' locaked northerly of ;smith :'street and Whccicr Road (Amessor's map ft7, -,m mein #I is 71 A-20 rcwdrntlal urns' Thin approval is •iul.gt.t to tlie' follemiing conditions- 1 fkte blueprint copy of the entire set a1 plrahs,nd this Irrtrt repo tuna shenew , must tx. sul,tnitted to this C`kt,inmission. This must be minp•:eted within 5s days of approval prior to any consc•,iction activity on the vitc Plans subrmtied io Plarming & Lt}nmg Corri,niwtn.,n shall tie Consu:ered }laving end ;Irie. i ect.1i,en1ert. 2 "'he application shall indcmaily anti told harmless the •rrnm of South WWdsor agiii,rFr an, liahility, which might result Crum the: propnaed aprration tit use. 3 Tlbe pc:mit is valid for five years and shalt expire oa 0vLvULr 4, 2035. it is thi ardowner(a)jappiieant(s) iraponsibility to track expiration dates stud not*- :he Commissicn of a renewatl mclkx%t at least 65 days prior 'o rxptial.i.at. 4 AU approvals regwired nit•st br atitwncd grad submit-, prior rn any activity ova dic site. 'i A contact person sha:l tie idt-i fic�l un the pla-'s. 6. We recommend a bond -n he amoimt rat $i,(= be sub :fitted to the Planning & 74ming Commission to a nsweq crnnpbanct: with the Erosion and Sedmirntatum Control maastahrs. 7 Wr rernmmcnd a bund in the amount of $3,000 be suhmitied to the Planning A YJuuing Curtirri4m nn fix the establishment of the deentinn bttAin The bond will tat rekast:d ailrt une.. growing season sftw ensuring proper establi-thmrrit of plants. R T lic dcbiis pile ountauti.'tg wooden paLrts rust be removed. t1. `l'hc walkuig pat_bs are to have a aywxirltip xlirface. 10 An ei,semrrt to pr>:i.c'ive List atonncast corner of the property .from further dove:rnmtent is to lir plucxd on DK property. Town staff and the applicant will draft the taxmen: which wW allow wildWe csnagement rad will be subfoct to approval :n' the IWAICC. t t Approval contingent upon on tends in the September' 27, 2000 frrxrto f,-c,tn .Jeff FL4Rcy b e met, (Awiiticdi Very truly "in, �' _ bbeth Warren, Chairperson INLAND WETLANDSA01KNCY; CONSERVATION C;OMMIS1810N EW dr c:,:: Chief HuildirlR Official Town KnIp is r iC F Ps trier ww THIS DRAWING 15 THE PROPERTY OF PE616N �5, MG., *V HA6 MEN PREPARED ,3Fu.rI(,>*11_Y FOR T1 E oNNER/AFFLIGANT FOR THIS PROJFGT. IT 15 Nof ro CE USEp FOR Am of l-im PLRPo51= oR PY ANY oRfR PERwN OR PERSONS WtT•M F TTE OFFZ-55 WRITTEN PFRM15510N OF DESIGN PR1�5510NN-S, INC Tl t5 RAM 15�IN�VA/LV LINLEy95 IITp MAR�S1 pTH�E /ORRIGINAL 516NATLRE NV IWRE65ION SF-& MAP REFERENCE: 1. PR P RTY ! AR T K O E L NES E A EN FROM MAPS ENTIT ADASTRA P T WN F TH WIN S R HARTFORD LED C L MA 0 0 SOU D 0, LINTY ONNE TI T". 1 "= AT M R. 30 1 8 . CO C C CU SCALE 100' D ED A 9 8 SHEETS 88 AND 89. PREPARED BY 4UINN ASSOCIATES, HORSHAM, PENN. a < I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY - w ah LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE M" INFORMATION. ALL EXISTING UTILITIES SHOULD 4 OD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. m 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD W 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. REVISIONS 3 �04/241011 REVISE SIDEWALKS 7 24 r00 PER TOWN COMMENTS NO. DA TE DESCRIP TIION . - . " ._ - / 25— 30-100 5-30—C� �5}30—�2 —30— m., :k' t , '� "tn" -<:.,. M. Y'nl. , ,Jr,r yt, �. .l,.i' - .'J. '.r,4 : �..F'." - "''.i,i '+,J, Y, i., - — ^,:y,. - tit 1.,.. �jy� , r r. , r s,{s a`ea,:�' v ,.., `i r• ,t ,a,T'f, erT';C �i.14^, •,r}.•t.. 'F:{-t`,4,,7r''�'G,. .td'.� t u''s�.%.#, r ti 't i . F F• y;h. ..,,jyi" '.r ,.r?.ycS.. !e41..3�.. ,, -`C- 9{ rJ ..tp '�' •Y`.v;. 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A J ', / 1 - ''t 3 ,i�� 1t ! , � N 'J t Ile •i I 'Y'' j, r L x ,� . } ti rat, . 4 . l ear ', I, , y"y 7Cs�l':. THiS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT iS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE MHA FIELD SURVEY MAY DISCLOSE. GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. J41 12882 8Y RICHARD P. MARTEL UC. No. GRAPHIC SCALE 100 0 so 100 200 ( IN FT.7B9' ) 1 inch = 100 ft- it l p; ; �, t§ ` . I J �yR' T r r 1%:rl L J �+ r ' * Y , .. - h r 1 LY ' A ! Jt,, j v„ .,1"^ � y� rx� ..;+tea J,, R: r x" y 4 {i rl ,.✓ * q Jr - t .� p �j :x. 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Rr _ - e' r.'� r', k fix, r r of tt a, Y K Y -1 �•' 4 d �� i t SH .e r. �x t" v 1 t ar_ x ; s wr '� i. r Y x •.it.. n.yrl,? �. .;:.naY�.w r II 'aC . , 'r„J .. ; .: ,, (s60) 291 -8755 OMPILATION P!. AN PREPARED FOR SHEET ■ _ * I % . WHEELER ESTA TES SUBDI VISION' n �' `` `` WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT ,I/ ■ 2 , rofess�anals, ■��■ DES/GN.•MA/PD DRAWN: MHA C7ffECKED: GS/RM �� ®�� c� ��gg� �g�,�� 11 aK�B NO.: 95— .595 DATE.' DUNE 9, 2000 civic engineers planners surveyors SOUTH WINDSOR 9 CONNECTICU'T 165 south satellite road, south windsot, r.onnecticut 06074 ORAMlNG NO.: C: IAJOB�595153Skm.dwa i q b . *- 10, 20 STREET TREE EASEMENT IN FAVOR TOWN OF S. WINDSOR CF� ox° fo • M13I :s•�sr€�:a�e�'r.�-�.tr��>ar �:...: ...:.�vt p:a,�-,. _: �Ir.:amars:l: T _ .. .. f -�if:y 'r.03' v I , a ,>c� ":=i•1 .� �aC 1(?•�a ,� a•� _ `� f.._r-r~. �i a 1; ,�,tr'�{!'r� !, .yy L T : L • F . R V 1 ' l wl (i<E3k0 LANE i V K PROPOSED MONUMENT COORDINATES y, z 0/v A .. P Q�i- ' K, Y.. � yr t. , •+�.: �; . , �,. &� �' or P . .. w'k`+�,t�r l�. � � {��Iw ��"4y 1L ,�q7-'• � '�l'r.. e`` �+45,. � S V ��• a: .r't _+fig,�•a}.�,, .irk a ,� '-{ 'r {��='A. 011E3 a a s'ai3a �i •�i�*� ;r c p rtr /^ 7 •\`• C O r ' `tj \ ` �t' 'r>�ry� F "'�`y�`t i,',y • ii s+Y,�+?` 'i ,ti �+ _;. )� I a° / #1 60b'' G�' `� ''"'p '.k'+" rrC�''r:'9,F ,- k,.,;'�x,�•; r'-` `ei r`„` r; ',, - o'O`''7� l V 1'A' - r ��•.r:A• #�s`* Fug 4"Y'` �,` 1' 'sr . A�G Bob Y"'l` R 4°q AWL" M1 \`t-- MONUMENT NORTHING EASTING M 1 N 355596. 40 E 649893.54 M2 N 355566.39 E 650027.43 M 3 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 M7 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 T 50. o < < Y o l�'>.ti•` ' 304 90 /i 11 j r ` ya 5Y y y L K ti a.. l`, e _ err 20309 400 l� / •ry w o. 4 ft .� o RfgR v \ �/T RO BT /( c�' pR 501 9e l l \� Gl// <, / ro / ARO �\ S 502 \ � 0ON �0T #3 i u; / 503 oiY O,o 602 sx> N / od N� BEN 4- I �vr 40' (a�/ / ,% 2s, \ l� �7Zj CJSK� # 9?4 EXIST. SHED �RO,yT l O/Oi Wo © 0 BUFF N O Vt 20 STREET TREE R8.s 1 2$\�9, Y+R / p `0 /o'� © e\ \ \ \Ap OFF AM� MAG EASEMENT IN FAVOP�3 .00 M3 3S3• E \ 19S ropos �� 20' SANITARY EASEMENT TOWN OF S. WINDSO >> \ ed / N © IN FAVOR OF TOWN OF SOUTH WINDSORcc- oo \\ \ T Ya S � \ /O N� ?ytt•�r's,f W` �,.^•t.� s71}N':;. -I.. r A �� BONC F .e •r. w STREET 4 STRFFT # f= 3 A 603 75 604 85 701 702 y t 194 /0 3 88 /04 , 78 705 t 706 A / R � 0 C�F�/�//,r� �i�' _ :... - � • •�� NC� S, ¢ r GRAVEL ACCESS DRIVESE, �16 -� p9 �h 1 x` �` A \._ \ \ 8233 4" TOPSOIL OVER F�� PROCESSED GRAVEL 1V t < 3 © 5.00 6273g8 ;E'PL �/J� ,, 3► \ ^ \ BX7 4�00 ?g5 �W = 51.9 903 \ N 30� \�-.ow r ftf A 5,164 b't \ \ 1 p9 O RN _ r \ 4794' O '` 3 0 I 0e �\ f I T,1� 0 STORM DRAIN EASEMENT : �� 1 �0 y (/� $ / / rAR / �- ` �9•s4 M1 a, ls'lg IN FAVOR OF THE (2 OF SOUTH SWO2I0NDS7O"R8X � oC() ,, O F p531+0 W 0 + L -21 OIall, E sys s?+ 7a' \ `\ so> •an £ '"S •\/ 5 ^ 40 FR �\ 12, t0 K=50 2'""4 �'. 4�98� 3 \ - .." \ \ '�+1 ?, a.•a. 'r.,!, SooKEBALO ,E' oNT r�Ro �\_ \ / a\ . /N, pV 04 -of ED \, �9s �� 5.°° o+ RIVE ?t00 DEZeNT/pN BASIN dosed N ti� l / r pARC CL 10 �SR° M12 � RC �sEAsr •3 q o Qj ,O a � \ \ \ I- lc�3 ft / 0 T V1. UO,, • - .tars +o % gREA / pose o ti V 0 \tdc*I_� :t;;a F2 0 5�� / / / 4 1\ l RFq 22 d l =; � 7 t. EXISTING SEPTIC �Q w /1 - } B{ 9 \\ \ OC• TANK AND AC NG % �, �� +iYr 4 \ �00 ti r.... / / , 1 4 1 3 1 2 SYSTEM r BE �R�A 4 / rFFt * #' \` yx o y NvAI/ T 1 t / 8 6 2 'l �`,kb i r "I`-._._ y`a r� t .' • -A:'i F s i%?? � s� S�,Q f f l , ' s , CC �C v/ / C © oo moose 40� ,5 s 1 w R Y 1 2�` � 16 /" ' •� . , � , ..._ , , , .� \ \ `o / '~ r 's- �0 se_V -Lcy . �� 9 j' .._ , SITE NOTE: `''`, �ra �j? a L 1. ALL UTILITIES TO BE UNDERGROUND (ELEC, TELE, CATV) �'� x,';, 0 t i,J< R-1c�s.00 0 i © ol - �Lr\� / rn' LOCATION TO BE DETERMINED BY UTILITY COMPANIES / o � 7�r., 4 OG / No P ` , 9 18 / �k AN 2. RIGHT TO DRAIN TO PRIVATE DRAINAGE SYSTEM TO BE xt' t ' 1 s r '. G i �' ' ' `� \ G / rya / GRANTED TO TOWN OF SOUTH WINDSOR / ''x; G 0� D� 22 / 60 O ti� �w \\�� .� '( 195j F1' , �' 59 t r r s,; 3. RIGHT TO DISCHARGE SANITARY SEWER TO A PRIVATE SANITARY \ y,�� . ,:x 2S 03 �� / ` 60,1 Tra B�F ; a A / / PARCEL A 23 SEWER TO BE GRANTED TO TOWN OF SOUTH WINDSOR. \ \ `*Y r F, E� ✓' %� © 28 7 u .. Y �� /� © 330, 844 sq. ft. 29 26 603 7.60 acres 24 56 LEGEND �C�9 �` - \ \ 32 54 4 .µ y, 3 �� ^. . al�� ti I,- • . ;,� � _��.. } rj�_:�. y. /UJ/�v / 2� Q IRON FIN TO BE SET �,Q x �x x © 3t 30 ■ EXISTING IRON PIN 35 [� MONUMENT TO BE SET " } �"aa y "� _ �} 9 V NOTES: " ; �.' \ \\ 6 1 �l .' / ti`O �t . r x cA 14' \ 0 V ■ EXISTING MONUMENT � � �r � }� ,�,� �+ _ �- - +may` ( 'c •rr t ♦ A `i , � ��'�'r �5 6 � M ♦ �, �li '. �yi�, �J/ S \ \ � � 0 1• PARCEL AREA: (1)= 408,817 sq. ft. (9.39 oc) (2)= 108.260 sq. ft. (2.49 ac) ;; cA/N r� Y c { �r �8� / / < EXISTING UTILITY POLE �;•..� wA, .> :�. *.,_:"'�. �N► .x- .. ? 53 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.><'�5:1 PROPOSED UTILITY POLEOw r w .r _ =0= = EXISTING CATCH BASIN AND PIPE 3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND --.�'--' PROPOSED CATCH BASIN AND PIPE ADRIAN S. KEBALO. INSTALL STOP BAR AND SIGN ��y \ 39 38 52 fro QV 4^ O EX \ TWO 8" 45' B CIS PROPOSED STORM MANHOLE O 4. COORDINATES BASED ON C.G.S. DATUM. lt', 37 INSTALL NO OUTLET SIGN �4ass, \ \\ W/ THRUST OCKS �;� 51 EXISTING SANITARY MANHOLE AND PIPE 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. 4 Fss 6p�ot \\ © INSTALL 15 MPH SPEED LIMIT SIGN , �{ �`° ' �3??�S8 \ \ \ \ 40 41 0� -- CONSERVATION EASEMENT PROPOSED SANITARY MANHOLE AND PIPE 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH / xx. : 20• SANITARY SEWER EASEMENT WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". OD END BIT. CURB w �"q;la w _ •� x z,, \� ��0 IN FAVOR OF / f rr IN FAVOR OF KEBALO. \ 42 n , PROPOSED WATER MAIN AND HYDRANT 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN \ \ \ 00 50 TOWN OF SOUTH WINDSOR EO MOUNTABLE CURB WITHIN LIMITS, ��9 \ "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS PREPARED BY e +1 8�\ \ 43 / O THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. OF ACCESS DRIVE -N -R.L.--- ROOF LEADER I ¢ 11tt* 8. THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4/7/94, A 5 O 4 CONC. WALK' SANITARY LATERAL FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A 46 45 49 / 1/ --- W - WATER LATERAL HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREET. OH RAMP (TYP.):•r; -:339 EXISTING CONTOUR r _ "DO NOT ENTER" SIGN MAP REFERENCES: CONTOUR "ONE WAY" � �,, F ,` �i ? r f ti • k; s�B`Sr\ �� Fa y � �. ' SIGN 1. PROPERTY OF CHARLES 0. LAVOIE TO BE CONVEYED TO ROBERT V. WILLIAMS, 156.3+ PROPOSED SPOT GRADE SOUTH WINDSOR, CT SCALE 1"=100; DATED NOV. 12, 1960. PREPARED BY (1) HANDICAP PARKING SPACE C�I�' \\ ?2S,o\ SURFACE DRAINAGE FLOW DIRECTION cEat W. BROOKS. o 4-- ® 4 WIDE STRIPED PEDESTRIAN XING. �� LIMIT OF UPLAND REVIEW AREA 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CONNECTICUT. SCAt E 1.--40'- r%ATEn A11(` G InC11 OOEOAOED OV DESIGN PROFESSIONALS, IAIf` J I,nLL I -'TV, Vnll_V nV V. U, IJJI. U1 VLJ,VIr!\Vr LJJI MY nLJ, IIYI.. 1 I ` '•+ A A INLAND WETLANDS �/� /�iQ/ `� \ -0 3. PROPERTY OF CATHOLIC CEMETERIES OF THE ARCHDIOCESE OF HARTFORD, INC., V GQ GARAGE BUCKLAND ROAD, SMITH STREET, AND DEMING STREET, SOUTH WINDSOR, CONN. t t s;i! a " i S� qs` ` SCALE 1"=100'; DATED MARCH 1967. PREPARED BY HAROLD R. SANDERSON C.E., }F.� O} PARKING SPACE NUMBERS " k. *r} r�eI.r 4: /� / _'' +e " AND L.S. (MAP NOT ON FILE). a +y"s+ r? b� Its?wq sy ,.„ ^ x tx7. nt Ping.. 2f, a f1 F "�l "�--.<<';§:: k*�'.,:t - F#Hr• �', .s T//t 4.1 O// wSOU TH f 4. PROPERTY MAPPED FOR JEAN MARC JACQUES, WINDSOR, CONNECTICUT. 13 7/13/01 CONSfRVA71CN EASEMENT RN SCALE -85-1A. PREPARED BY K ;SEPT. , ; . l 12 7/3/01 DEPICT EASEMENTS 10AI R1EN0 HYYPPA AN _A__$ C_A7�_ti E. D S 0 1 1t 6 Rt1A5E SDEIMN KS KW 8 1?/!S/b0 PER 08S lu `.,.VIAL..., . .A _ ..�...,..._..........,nIQ �.. _.- 7V 7/�•►/V1 11L,11�, �7C7IKJCJ MAtA / 77/7(W ►'CK IVY 4�flIJ 171�1 - 9 12 2 ADDED MONUMENT t3 985 6 10/31/00 PER TDIMt COMMENTS "VM <x 1. UNLESS OTHERVNSE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b--20 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR SHEET o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN - --- INFORMAIION. ALL EXISTING UTILITIES SHOULD 5 10/20/00 PER TOWN COMMENTS GaS THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. WHEELER ESTATES SUBDIVISION $ GRAPHIC SCALE �Slgn p��o p�q� a BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/9/00 PER TOWN COMMENTS GBS AND CONFORMING 70 HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 so SL 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9-25-00 REV. BUFFER Ges __ _ r 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. ■ Of ession aIS inn CONSTRUCTION 2 6-24-00 town comments RA ( IN FEET) 7 ` DESIG)V: GBS DRAWN: 1AZ CHECKED: GB$ 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7-24-00 town comments JAZ 12882 1 inch = 40 ft. ,I Wheeler Road ��il� �� 1I Civil Engineers • Planners • Surveyors • CIS JOB NO.: 595 _ DA7:• 61,9100 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE - ' � y �U'I'1fi V�)�1®SOR 6;OF�TPtEC'Y•HCU'Y' OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE OESCRIPTJON BY RICHARD P. MARTEL_ UC. No. 165 south satellite road south Windsor • connecticut 06074 DRAWING No.: C. AAJOBS l5951595SITE,DWG f I 1W SULLIVAN AVENUE • SOUTH WIN060p CONN nen74 er i AREA coi>E oleo r et44-2sti November 15, 2000 CERTIFIED MAIL K.F Properties, LLC 176 Smith Street South Windsor. CT 06074 Dear Sir -Madam: Re- Appl W28P, Wheeler Estates Resudiviston We ate pleased to advise you that the Planning & Zoning Commission voted on October 31, 2000, to approve with uxxbfi 4bom application tt00-28P, Resubdivision on 7.6 atcrrs to create 7 lots to be lawwn as Wheeler Estates On property located I'm Smith St., A-20 zone as shown on plans prepared by Design Professionals, Inc., project #t95-845 and dated i&COrt10- m r~i-A •nyis t .---- following VING-Al s subject to the mothbcstiatt: I. This approval is for 71ota, tnsmbesd 1.6. and Parcel A for the Senior Residatce Devektpmexnt 2. Cnnoctnte ttidawaft, built to Town ii peeifieaticins. shall be installed on both sides of all new streets. 3• Dcmtasge and emnncdm hr des eabdivazee is subj C[i to the approval of the Town Engineer, 4. All lops doU be serviced by die Town of South Windsor sanitary sewer system and are subject to the approval ofdw Water PvdmdoaCoatrol Authority 5, WtAer shad) be supplied to ft* VA(tvisinn by public wafer. 6. SUed 6ghtibg A&M be iaataUed on streets, ai intersections, and on cul-de-sacs in accordance with the poky al abtiabed by the C3idelf police_ Strut lighting is to be coordinated with the Chief of Pohce (copy enclosed). 7• Scutt names and loalliou of fire hydrants are subject to the approval of the fire Marshal of the Town of South Windsor. Street narrses and supporting posts shall be installed by the developer in conformance with the atardarda of the Town of South Windsor, at no expense to the Towre 8. A liability insurance policy span be submitted to this Commission reaming the Town of south Windsor as an leaned, with a combined single ii»ait for bodily injury and/or property damage in the amoaai of S1.000,000. 9, This aliPlic211011 is subject to the conditions ofapprovad ofthc Wand Wetlands Ageaaey/Consarvaiion Cornms,sion, including a bond in the amount of $5,000 for neaten and sediment control and 55,000 for detention basin plantings. 10, PnOr to conunencmuent of any site work, a meeting must be held with Town Staff 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town cif South Windsor. • � ��l� AVE� N. OfO14 AREA COM 9e9 a 644-2511 Ortnbrr 18. 2000 Certified aP46,2498131 Design Protrswaruds, Inc. Alin Peter DeManfic 165 :tiouth Satellite Road fititnit Wuadsw, CT 06074 RE; Appl. +100-28P, K.F. Properties Derr Mr. DcMullw A• the October 4. 2000 regular meetacM, the inland Wetlands Agency/Conservation Commission approved application #t00.28P - K.F. Proi er•tten - Inland Wetland/Conservation Commission application for the construction of a six -lot rciridentiaal subdivision, a 2S.unit senior residence development, .tsu mtatrd i.torrnwat[x structures, and infrastructure improvements on property kxotrrl northerM of Smith Street and Wheeler Roar! (Assessor's -nap 017, parcels 41 fir 21 A-20 residential zone This approval is submect to the followingcundittons. 1 one, blueprint copy of the entire set ol'plans and this lorrr Neproducod thereon, must tat submitted to thiil Committsion. This must Ile completed within 65 days of approval prior to any c-rusatruction activity on the site Plans submitted to Planning & Zoning Commnsswn Shull he considered having met this miuirctnent- 2 The application shall indemnifv find hold harmless the Town of South Windsor against anv liability, which might result from the proposed 4ipetation or use i The permit .s valid for five years and %hall expire on October 4, 200S. ft is the landownertsl applicant(sl responsibility to track expiration dates and notify the Commission of a renewal request Rt If -ant 65 daya prior to expi-m-I.Ion, o i UNLESS OTHERVASE NOTED. EXISTING UTILITY REVISIONS a o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE - 7 $$ INFORMATION. ALL EXISTING UT1UTiES SHOULD g $ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED iN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION J. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SFAI_ AND ORIGINAL SIGNATURE OF THE PROFF5SIONAL ENGINEER/SURVEYOR. NO, DATE DESCRIPTION 12. All easements for consmution purposm drainage or utilities. that may be required in cormecuon with the approval of this subdivision, must he cirh-itt-4 o. 'x w""t... ►I r___ ___- ti ci GUIPCF NM ram Where sat[ to aPP this Com mission rnrmi siren nOf 20 fili ng P them Ian 8 and i Y ssuartce of ben ' Win leer. A for open space, public imProYernCntb and maidways must be submitted prior torequest � !! deeds acceptance; all dads must be in accordance with the policy for acc P m for Town the En dads and muse be approved by Engineering Department and Tow -it Attorney . 13. Footing drains are required for each hotiee. Prior to the budding of zoy structure on a lot, a topographic map, dravm to a scale of I' 401, Shan be submitted for each lot in the subdivision, showing proposed Contours, elevations and the location of the footing drains No building pemrits will be castled until the proposed contours, floor elevations and locmion of footing drams have been approved by the Town Engineer 14, IC for any reasati, finished grading and other individual tot site work is not completed, the Town Engineer shall detesmme the amount ofa crib bond to atsurc final bond must be submitted prior to issuance ofa Certificate of Occupancy. ing and site work- This cash 15. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding- All bogs shall conform to the enclosed bond policy and shall be posted prior to filing the final plats in the Town C,7erk's office. If the developer choosm to submit a I ettea of Credit for a arse year term, said Letter of Credit must be renewed on a yearly basis until completion of the developnaeat. If a new Lester of Credit has not been itit is holeli tigg• within 30 days before the expiration date, the Commission troy, at its option, call the Lcua is 16. A drainage assessment fee in the amount of S300.00 shall be submitted to this Commission. 17 No building permits will be issued until all rodifications have been complied with, and the final plaits have been filed in the Town rterys oeicw 18. Engineering comments dated I012512000 must be addressed to the Town Erk&='s smisfacnon. 19. Sight litre clearing is required along Smith Sheet in accordance with the reavriunendations in the traffic report prepared by Bubans Trafiic Associates. Black and white transparent mylan of Sheets $3 with the above modifications, together with three blueprint copies of the entire set of plans (including architecrural elevations) must be submitted to this Conrmisaion within 30 days to be stlonped and signed. The letters of approval of this Coomrussias on well as the Inland Wetlands Agdtcy/Conxervation Commission, mast be reproduced on the mylam After mylars have been signed by the Cortmassion, they will be retume d to you for filing in the Office of the Town Clerk by 2/l7/Ol. After - - - -••••e �..-... Planning Depannuamt I--, a a.vpj or use Fermin mast be submitted to the Sincerely, Z vet C G. J -1nta WalterJ. McA1y, t'hairman Planning and Zoning Commission Enclosures cc Town Engineer Chief Building Official Assessor K F. Properties October 18. 2000 Page 2 4 All approvals required must be obtained and ,ubmitrrd prior to any ac-tivnty on the site 5. A contact person shall be identified on the plans. o We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion ;tnd Sedimentation Control Measures. 1- We recommend a bond in the amount of $5.tlOtm be subautted to the Pl trintrig &, Zoning Commi-sirtrn, for the esuublishmcnt of the detention basin. The band will be released nfier one growing %vuson after ensuring pniper establishment of plants 8. The debris pile c•mtauaing wooden pallets must be removed 4. The walking paths air to have a woo ichip surface. 10. An easement to preserve the northeast corner of the property from further development is to be placed on the property. Town staff and the applicant will draft the easement which will allow wildlife management and will be subject to approval by the IWA/CC. 1 : Approval contingent upon all items in the September 27. 2000 tncmo from Jeff Folger be nict, (Attached). Very truly�vtnt�r-, / F txth Warren, Charrperaon INLAND WETLANDS AGENCYi CONSERVATION COMMISSION EW:dr t:e: Cha'f Building Official Town Engineer K F. M•ope,tirs :i rt ';k•4, ti "'R r. iCr tt� v, .��,�'. . - ..,.:. x. - 'x'el+. ° r. -c ,: -.•, v - t ..,,, ,� .' - V+' - t h y- - - - _ is ,.,� . C, 5.,x�•t" �. -. _, -, : .- :..: ,� � r+ ��°..!., fat �: t a•a'. � Ir• - F 't' - �� r v. , •t •�..-y "_�, ,.t < .r�:.� - i,, a � r -`'e � i wK - `' fd`, � ;•i. +�,1- � .:,i G�.1 Lr A i1• � _1 l. _ /v1U}2 0>'` �'otctfi 6Urr2d�ta�t s 1540 SULLIVANf A VENUE • SOUTH WI NOSOR . CONN naa74 i, AREA [b02 race ; to 644,2511 Ps CERTIFIED MAIL November 15, 2000 K.F. Properties, LLC �' ' i PK r[ g,�' j �f8r W, 176 Smith Street` t ; South Window, CT 06074 a� 1� �;.� -.a y ,.:. ' 1, Dear SirMadam: R,• [' '�, Re: Appl #00-28P, Wheeler Estates SRD Special Exception and Site Plan �� i.X a �Ifr,,r'ra , •pit;.. w. We are pleased to advise you that the Planning &Zoning Commission voted on October 31, 2tNt0 to approve with mridtticatiotu the above referenced aoolieatiem for s iperul t?.v�r t; e a 4 1 1•,-_� ,,,._ > -f ' This approval is for the cAOstiwCiifin ofa 25 unit senior residence development on property locinttd 176 and 188 Smith Surat A-20 one m shown on plans Prepared by Design Professionals, inc., Job No 95-845, dated. IOr20.r00, at revised. This approval is subject to the following modifications: � f 1. Prior to commencement of any site wok. a mccung must be held with Town Staff. ss ' • ` vis 2, No building permit will be Issued until the final mylars have been filed in the Town Cleric's office 3. This application is subject to the conditions ofapproval of the blIand Wetlands Agency/ronsm-shen Commission, including a bond in the amount of S5,(M for erosion and sediment control and S5,000 for detention basin plantings. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoiitmua Regulations 5. Footingdrains are required if the buildings have basements sF:�iv.�s ' „fir ?e- _ .,'� .' < s� ,, 3 , •' ;Y�': 6. A landscape bond in the amount 017S10,000 is required surd most be submitted prior to filing ofmydars, 7 All plans used in the field by the developer must bear the stamp and Authorized signature of the Town of South Windsor. 8. WPCA approval is required. 40i'004d 9. The building street numbers mast be included on the final plan. 10. The sidewalks must be concrete, must be separated from the street, and must extend to buildings. I i. Engineering comments dated I W2ROO must be addressed to the Town Engineer's satisfaction. "r: i�i 12. Topograpiuc plan must show the proposed tree line, which must be in agreement with the landscaping Plait. Black and white transparent mylars of Shea #3 with the above modifications, together with three blueprint copies of the entire set of piam must he submitted to this Commission withal 30 days to be stamped and stied . ,...lei hi 1�i' !uw%i•tr• �!' , tC e 't4''.:C +LeJy y � K �f f )i"•ll ,fn ., Y+•a,w.--It� s4t k.x.1�'- ,`...a. �.;t•, r 4-_. ems, ,MEMORANDUM To: South Windsor Iniand Well:unt'Coieservalion Comotissiou. F'ron:lelttevli.Folgn EnvinomentalPlanner. Conaersill son Officer Date: September 27. Nix) Re Review of uhr pnip ynhl k tcaltt Estates subdivision Plans haled 9.725 0 i I Dclails have ll=i added to the plan depicting the torutporay outfail proiccuort Err the dcuenuoil basin. and piawrWgc for the Mention basin. Both are aceepiable 2. The oullef from the detention should be relocated to avoid the removal of a copse of large oaks. i'he area het woen wettaod 1L.g numbers 10 and 11 would avoid the trees and prosidc a stable area for the outlet pipe noel energy tlitwpalcr, 3, ftia appropriate 8(1-foot upland review area has been shown on the plsras yda,' tt F s 4 tlx: propvecld cotium+inity, center location i e shown ae:cun ucly act relation to the existing tree tote :lppruximamdy S Irvx:s would have to tat .c mtovcd in order to accommodaw the activity center. I don't feel ttaat the remval of thcw trees would cmistitute a sugnificant impact to the w[tland area or to the integrity of the vwrndor given the amount ofplaaxmgs proposed I would roc:omin,-nd the addition of C evergrrcns such as upright ;unipus in the ttrulerSton} edge to add an addiuuruti layer to the habitat. If the proposte'on a: cxi yaidd trails are approved sit shown. any clearing to accomsmodetc them should he minimal and he rflswed to rtatutaiize alter installation A wood chip surface should he cotimcl c d. 5 1 would sccwrimend that a Mind S301KI. l be placed lac ensure installation and maintesiame of >• w crosuw. contra[% and a bond of S5t-Njll.:ltt for the construction and pWiting of the detention hasin. The loiter to lie held for one grnwing scascn after pfantiny ,. t• A r: 4F t�fn fi'i�' -mot V r ti - E r.. r tins The leR S er r t approval of this t'ommtssion as well as the Inland Wetlands AgrncvrCixiseriauon Commtsston must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be retuned to you for filing ;n the Office of the Town Clerk. After fling these plans, a ccpy of the receipt must be submitted to the Planning Department The attached Special Exception form must be completed and filed is the Town Cler 's exoffice The spec cal exception will take effect upon filing. 7. Very truly yours, Walter Mealy, Chairman x • ' .'> Planning and Zoning Commission WIM/dlf Enclosures a: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 4a•M ae4 x w t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, Cl 06074 N~ovemiser 20, Z000 TELEPHONE (860) 644-2511 �. ,„,t , rf�,+ (74ir t ✓' � -. ♦ 1, l F ly t Y.� , �,. 'S � �.y j 7. 2. '` . - r - i.l� -- - - - - }- ,t.• fn fill{' "1 i vt f 4 �r C. �• Mr. Peter D MaMe Daiga Profmianais. Ine. �.,• to J i 05 Seam QM=1111117 acts. South Wiled". CT OW74 RE: Approval to oonnm - WLcekr E.suates - Ssawr Rcndcacc i7evelapment Dear Mr- DemaHie: The South "Voilsor Water Polimian Control Authority. at its rev-1 ar matins of November St 2M Stive apply sval far the comic bm to the To'wt's sewcotp symem. ofa residential, senior readauea developme d iovaicd on Wbeeler RoW and Smash Street, as more specifically Shi nm an Pla- etbled'VHboekr &Ows and Wheeler gsfitles SRD" prepared by Damp Protesidowbi. Ptut ra No. 595, Drawing N04 595 dxftd o-9-2000 wash revisions 7-24.00, 6-24-00, 9.25-00, IO• M, 10-20.W and sttbied to do Mowiog condiu ata: t. Technical appttrval of the To" Eder eft Department Final Audi orSq approval and aoapliattee of the sanitary sew serap connection will be sivea noes the sewer line has boa imuncd and inspected by epic Town saff and based tipper the writlen vwLEcadn of cite Town staff that said sai itally saws line was ramIlled is indistfaoal oadottsnaooe .rich there danger plain, ply approtpled by the may. and that, " g all TratsreslsWiosr■ and appropriate tchtttrral spocifWattoot trhtptrs m sodor f sewer eongavchon. 3. Cmditionai approval was givers and final approval win be granted wben a legal opmm ft= the Town Anarcy, rs;zd cig a purbli ; sower thait>ias i mo a private line is obtained. 4. A document is provided to the WPCA to protect the Town in the eosin a Mocitage of the We were to ocean, on die action oftbc sewer line wimda n privately owned, sating the rapoonlality of resit woWd be on the devcknw. Tin approval kttler>ma be superimposed on the fiml approval plans. very t y yttoa, Thomas Hon, Chearn m Water Polhuwta rAssre of Audwity TA:dd CC: Matdrew CAlftsas, Town Manager Miciatia L CAmuck DitriticlawofPublicWorks Jerrr ftim llet Town En;mea uacta Beeacti. Di ociorof Planning :obu (A.-IbIM aniaf Bmidtag Inspector K. F. Proprbae, LLC WPCA Roeen LuglL :nladSispe visor GRAPHIC SCALE A daCI, r,rI '� cyrof essionals; inc.'" I inch ft. Civil Engineers • Planners • Surveyors CIS BY satellite - ,ad scuth Windsor - connectic_ t,• A MOVAL LETTERS WHEELER ESTATES SUBDIVISION WHEELER ESTA TES SENIOR RESIDENCE DEVELOPMENT a 1 D£SIGN. GBS DRAWNHWH CHECKED. GBS ft/''' K Wheeler Doerr Smith Street ✓oB NO: 595 _Y DA 7F• 11120100 1 DRAffWNG NO.: 595.-3oof8, DWG SOUTH WINDSOR CiNdNECTICUT � allll�rr 19t,ST't! sr� D �Fsr 1& Slts O e0 T CGS oELECTRIC SNET r� Box W2 SIGN T A'F (� a �O'9 OOM� PT !I 2F � SOP IGN ! I I C 1 a- ® ►r R 86 T w ;'ter r': lest �>' Y •,, \ MAP REFERENCES. _ � ON I .,µ /I1 �r�r� 1 1. PROPERTY OF CHARLES 0. LAVOIE TO BE CONVEYED TO R_OBERT V. WILLIAMS_- W�jl�,,.F LEGEND ' I NOTES • �� r • •,ram r„ , r.,,��-,. ,r. .. .. ._ U I_ M V t A N U r I LL t Y\I S I I N V SOUTH WINDSOR, CT. SCALE 1"=100'; DATED NOV. 12, 1960. PREPARED BY F U N D TI ON CEC►L W. BROOKS. 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CONNECTICUT. © L W FLOW CHANNEL ( E DETAIL) SCALE 1"-40'; DATED AUG. 8, 1991. PREPARED BY DESIGN PROFESSIONALS, INC. 'Af 3. PROPERTY OF CATHOLIC CEMETERIES OF THE ARCWDIOCESE OF HARTFORD. INC.,ii� BUCKLAND ROAD, SMtT STREET, AND DEMING STREET' SOUTH WINDSOR, CONN. \ we SCALE 1 =100: DATED MARCH 7967. PREPARED BY HAROLD R. SANDERSON C.E. yT�"�r \�``Z, AND L.S. (MAP NOT FILE). t is• fg� 4`$s` 4. PROPERTY MAPPE FOR JEAN MARC JACOUES, OUTH WINDSOR, CONNECTICUT. • - IAN�0 g SCALE 1"=100'; DAT D SEPT. 10, 1986; MAP No. 91-85-`I A. PREPARED BY � � J� • ,r F / 1�� `�• ' RIENO E. HYYPPA D ASSOCIATES. IV t O '3 r r 6 1 f „ •4 r °4:t:- � ./ £ / qR #1 � •tab .: ,,. , < 4; ,• �.� r •" O,>> �Ift * /� Q'C• , ' /pv Se R=50.00' y/ '2, , 0,00 All q , 5 \� e S I I ` r INLAND WETLANDS cn S7$, D D #1� x�_ ?`;`36if APPROX LIMITS OF CLEARING z 1 / 0 96, o 17 WETLANDS FLAG Ow. . o cb o• c.c.s. �N?44 � 111.0 c'/� © 2S' eUfiF _j2o c/o C EAN OUT 2 3 00 U3 s3Sg, F 19S p o r / f0 \` ��' F'`�N0 O )� / • 04.1 n40- yo sl 2S M7 OUTLET pFE yGSIGN J o IRAYEL ACCESS DRIVE S FFN'V0 r d 4" TOPSOIL OVER RC QW #3 _ PFvp ��\.\\ t 6" PROCESSED GRAVEL �qyt /0 8 ` J ��S \�F, z, G ,! ! ,®4 • �\ \•- ��. I APPROXIMATE LOCATION ! \ \� 42 , ? ` D #2 1 .0 O 1 � # \,\ O OF SANITARY LATERAL y \S 3 s \ N #2 Q °� 1P4ET 2 3 \ �B M s3- 2i3 11 B ^" - W '� ¢�0026 9ryw "90r , �' 30 �\ �' O �- 82.5 T QARIV NO 3 © Ft 82. 1 T ( , �� SMH 6 0� .-I DETENTION BA IN OUTLET FF 117.0 G \�` STRUCTURE SEE DETAIL �' \ STORM DRAIN EASEMENT c t-o 0 \ RYE � GAR: 116.0 Y � Zr / �x�� 1 © {INV. OUT 83.0) + 116.0 t 1 N FAVOR OF THE o� © � OF SOUTH WINDSOR �. I © \ Fx 0 2;;,"w 6 0 + I L= 1 0 0 1S4 ET 11 -0- r#2 s ,w Qj 0 46 s ft Y.,R -• -,ter' THr_ Via. 1. PARCEL AREA: (1)= 408,817 sq. ft. (2)= 108,260 sq. ft. • . Q IRON PIN TO BE SET,, r �Y i t, { i' d` 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. • EXISTING IRON PIN s ,y�,1ft I }; O MONUMENT TO BE SET `q`}r .+*�i `S#„'-^ A3. DRIANCSL KEBALO. OWNERSHIP: N/F PAUL KEBALO, HEIEN KEBALO, WALTER KEBALO AND ■ EXISTING MONUMENT' f EXISTING UTILITY POLE' a4 4. COORDINATES BASED ON C.G.S. DATUM. f `T� PROPOSED UTILITY POLE 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. it 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH Q _ � = EXISTING CATCH BASIN AND PIPE ., WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". 0 _0- PROPOSED CATCH BASIN AND PIPE d 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN PROPOSED STORM MANHOLE "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY o 0 a{ THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS. REVISED TO 12/3/91. _ = EXISTING SANITARY MANHOLE AND PIPE ', 3 3K 8. THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4/7/94, A 5 -- PROPOSED SANITARY MANHOLE AND PIPE 21 FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREET. •r •o PROPOSED WATER MAIN AND HYDRANT 9. INLAND WETLANDS FIELD DELINEATED BY HIGHLAND SOILS, AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 10, ALL STUMPS SHALL BE DISPOSED OF OFFSITF. R.L.- ROOF LEADER - - - S - - SANITARY LATERAL - W - WATER LATERAL _ DRYWELL STRUCTURE SCHEDULE - 340--- EXISTING CONTOUR -[- PROPOSED CONTOUR I 156.3+ PROPOSED SPOT GRADE ' D j SURFACE DRAINAGE FLOW DIRECTION 0.5 / CO \ ALL SANITARY LATERALS BE 6" PVC - SDR-35 LIMIT OF UPLAND REVIEW AREA 1�2(80' FROM WETLANDS) oW- s e / 2 _ 111 ,� � Q 2 2 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 9198 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 1010 99.57 58' 2.4% 705 101.0 10017 42' 2.0% 706 101 40 100.17 60' 2.0% 400 85.0 84.24 38' 2.0% STRUCTURE # TF BOTTOM OF DRYWELL INVERT OF PIPE DW 1 103.5 99.0 102.5 DW 2 101.0 96.5 100 DW 3 95.5 91.0 94.5 DW 4 95.5 91 0 94.5 DW 5 105.5 101.0 1045 �0 178.V O 1 teg R s ? S rsS " \ 5 �_ 50' 72 cQ Rp CB 10 V 'AP T,, v.�, ; °" YAIa 1' KEBALO ' 3 f ti o•! 'fie j• / l cA a a. s ?A E P VT 1 o a), / i, l ` \?,`?0 CB 6 } RI VE 0 �„ 1� ! aT.o x 2 o X oo^/ l ', / / 0 4 � 91.a r' ! �,wSF•1Sr , #6 do 70 It c(v FF 1 ^ CB 11 �s� s• SMH ` / Ii� ll 1 x / All � 0 � / a� 3 ".5a x o '. �'. 1 . # /1 --- -a - - ft. or � �ti a �, _ - 0 / qRF 94� �0 S�, tioT� 0 / { E oer IL - .. -� - - A /A, b _ w 5 �w ; o / 5 4 r 221 _ .I. CB 9 Bs14 '� / EXISYING SE nc Q r a AA _s$ M \ / w� O e4•25 7 / 3 t + v9 TANK AND A NG �iF4 / �/ X� ; MMv ADS 14 13 1 2 t /SYSTENl1t 8 F ssa, au IRRIGATION WELL � E 22 4 )o,Svp,-g ?S J EXIST WATER SERVICE O S /f( N s S7 \ 4 qy � `l, r o ear•g�q" 1,g °i*�w .. MAIL TO BE ABANDONED ` '�� Cf � © S 2 PDX AT DEVELOPERS EXPENSE 10g / ``10, 5 S OS E 'w 3. 00 1 %GA2geO Rl"AP LUNGE POOL f / SEE DETAIL) ` r '" • � � Rat , 11 / TEST PIT DATA ------ , \ �. R #4 `• . 04 e © ( � i 17 o D - © % / k/NG p - / . � TIE ALL ROOF LEADERS INTO FOOTING �� xo9 \ � ' / S\ CB 16 47w 19 18 TP #1 OtAt- 6� LEADERSDINOUTLET LINES DISCHARGING L ROOF `�` �' \ \ 0 �O Ol / �; _ SMH 8 c / / _ D-10" Tot' SOIL DRYWELLS (UNITS 12-22) ` YD 4 \ © . ' © \ ��/ 27 22 21 / 4 60 USE 8" PVC PIPE �� { % ©ass° r l a , ' `'" F 59 10"-•69" RED BROWN FINE SANDY LOAM ��_+ \ � 0,� `"�eE�`-• `t"/. l , �n �_ I � 9S�iIt-••S� i n WATER AT 50" Ty ` `� t� e(/FF fR /�cl�, v4 28 \ 23 l 7 �� . MOTTLING AT 37" ALL FOOTING DRAINS DISCHARGING TO STORM SEWERS SHALL HAVE �� - � ;;, Aj V © ! 29 26 /� / BACKWATER VALVES ACCESSIBLE FROM THE SURFACE, SHALL BE IN \� �'- ''� r, - F ^' y 603 / 24 56 ACCORDANCE WITH LOCAL BUILDING CODESV. l , AND SHALL NOT BE TP 02...- o / ALLOWED IN CATCH BASINS. \ cV I X 2.0 / ' 55 �\ 0-12 TOP SOIL 12"- 22" LT BROWN FINE SAND 22"--80" RED SAND 80"--90" RED SILTY LOAM NO WATER NO MOTTLING TP #3 0-14" LT BROWN 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 #4 0-18" TOP SOSL_ 18"- 40" LT BROWN FINE SANDY LOAM 40"--65" RED BROWN FINE SANDY LOAM 65"-90" RED SILTY LOAM NO WATER MOTTIANG AT 65" TP #5 LN \� 0-21" TOP SOIL 21"-42" LT BROWN FINE 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 NO WATER MOTTLING AT 52" UPSTREAM STORM STRUCTURE STORM DRAINAGE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #1 108 LF ti 15" ADS O 5.28% CB #2 CB #3 20 LF 15" ADS O 1.0% CB #2 CB #2 115 LF N 15" ADS O 0.87% CB #4 YD #15 175 LF 15" ADS O 0.57% CB #5 CB #5 20 LF - 15" ADS O 1.0% CS #4 YD #14 200 LF - 15" ADS O 2.35% CB #4 CB #4 125 LF - 15" ADS O 1.5% CB #6 CB #7 65 LF - 15" ADS O 0.5% CB #18 CB #6 98 LF - 18" ADS O 0.6% CB #8 CS #8 122 LF - 18" ADS O 0.9% CB #17 CB #9 112 LF - 18" ADS O 1.60% CB #13 CB #10 22 LF - 15" ADS O 0.5% CB #11 CB #11 90 LF - 15" ADS O 1.33% CB #9 CB #13 90 LF - 24" ADS 04.557. OUT CS #16 65 LF - 15" ADS O 1.0% CS #13 CB #18 80 LF - 15" ADS O 0.5% CB #6 CS #17 128 LF - 18" ADS O 1.7% CB #9 NOTE:_ ALL STORM SEWER PIPE TO BE ADS RATED N-12 9 4/27/01 REVISE SIDEWALKS MHA 77 11 /9/0PEER TOWN COMM1MtENTSSS Gas HYM 3 32 d• 5 /°` 54 53 36 Ab SANITARY SEWER STRUCTURE SCHEDULE �B F \ \ `� -� 39 38 y��%' p 52 / CIO SMH T.F. INV37 ''S 51 ` / STORM DRAINAGE STRUCTURE SCHEDULE 40 1 90.7 82.71 41 S� �� O / - / 2 908 84.16 LFZ SANITARY SE R EASEMENT \ \ CB TYPE T.F INV. IN FAVOR OF KEBALO ` \ \ \` 42 � �� - 3 94.5 85.0 O 50 1 C 109.9 1060 2 C 108.2 100.30 96.5 90.15 103.15 96.05 ' :, a� 43 3 C 108.2 100.5 5 10.98.0 ;' • ;� i �'`. g0 5 4 C 106.6 99 30 l / / 5 C 106.6 99.50 7 110 8 100.6r'^.'` r1r 'x \ 6 C 105.2 94.50 18" out 8 100.2 93.9 '� ;§ 45 49e t NOTE: LIMITS OF CLEARING 46 94.75, 97 40 15" in 9 108.2 100.0 COINCIDENT WITH 25' BUFFER LIN - �� \ / 7 C 102.8 95.5 (15"), (4") e / 8 C 10405 93 90 94 00 (4") rg UPSTREAM SEWER STRUCTURE SANITARY SEINER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #7 250 LF 8" PVC O 1,047. SMH #6 SMH #6 135 LF 8" PVC O 1.44% SMH #5 SMH #5 300 LF 8" PVC O 1.97% 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 5MH 12 85 LF - 8 • PVC O 1.67% - - SMH #1 Y-<' o o $$ 1- UNLESS OTHERWISE. NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-:'0 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 5 10/20/00 PER TOWN COMMENTS GBS 4 10/9/00 PER TOWN COMMENTS GBS gg BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 3 9/25/00 REV BUFFER GBS 2 8/24/00 PER TOWN COMMENTS JAZ 1 7/24/00 PER TOWN COMMENTS Gas 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 12882 RICHARD P. MARTEL LIC. No. NO. DATE DESCRIPTION QY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. REVISED AS PART OF 9 C 98.00 88.40 (18") 88.65 (15") 88.80 (4") S78S� CHANGE ORDER #1. 10 C 100.5 90.0 (1 "), (4") 11 C 1005 89,85 13 C 2. 87.85 (15") 86.60 (18") 86.10 (24") 1 \ % YO 14 C-L-L 1� 104.00 YD 15 C-L 10 .3 100.50 16 C SX1. 88.50, 88.75 (4") / 17 C 99.5 90.8, 92-80 105. 18 C 105.2 95.15.15 r. 19 C MATCH MATCH EXIST. EXIST. = 860.291 • 8 �55 -,PROPERTY SURVE°� -V-I SUBUIVI51UN PLAN rof es si on a I s, inc. DES/GN. GBS DRAWN: /AZ CHECKED.- GBS C1W Engineers • Planners • Surveyors • CIS ✓Oe No.: 595 DATE.` 619100 165 south satellite road south Windsor • connecticut 06074 DRAWING NO.: 595/595GRADlNG.DWG RESURVEY PREPARED FOR SHEET WHEELER ESTATES SUBDIVISION & A WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT Z- "''' Wheeler Road & Smith Street 1 SOUTH WIRID60R CONNECTICUT A '7777 -- ------------ -- -- FIELD (1177.20 MAP O _ _.-,•----- -' _.-- II + 36�W 117 96 _ ......� Sa 784 10 � I -\:. ._. ...::'sL'rr. .f% `. 4L •'r''m-. ... .ri w _:. •1 .. o-. h:b• .P. 5 r t rCS II ..�� .... E rtt . 1 , � .'IXy - 1� ?.J + . �2 C, 1 y.�(yF- TOPSOIL OVER r •.NI'-i. rli., .,. h- in.0 ,:l•Y16=e. .,:;M},�f�V.F/`�.:,: arc;Y�-iLti!�•-�!....+•1'�i �: -FTA Y..@; Iwisd94..2F •-%'1..:�.. . .^#a .u.. . _ 1w •n., 4 TOP 7V1♦CIt� I > , -..- ... - A 1 Ar • i .. ..-... ... i...... .. -.. ,,,� - �^.. . -y:'tl' .•,;,; �+rj: w-.,- - ;. i :.r r^' �,.t.� .r ,:2• ;�,, '4..i .>;,t s 4 •z..r - • 1.;. :; .,t. 6 PROCESSED GRAVEL ii _ ..�_.- ... 117. 74 .. _.. :x•, . , .�'+ti. r ,.:. . , • , - . • .:} _ :�°(:;� �- - „r r[»�, ) . r.� �,, � r.•,�, ,: .p, ....•.-�-�...'"'•• ,;js' e "S : y,, Y•: -:. "ya'•'.' _ .AT_R �' N' r. ' 2 e•,�.'�K. ': �.•- "cM1 %[ Yt • ?. A ,, :�.' �...I�^� •T".,..� +, '.;_t' . i.. r� . -. n •,�, - • l:,. r�,.!, `.1j.: :.�§. x "d. _ _.!.. 'Sf' `n ,1 �1, . 10 TW 45' BENDS t .a :'�' �. ; .<<"�:%C.S: w'1'� i'i'_ >u:'r..��,•>�',s•'�7 `,. [ it .. O 8"Irv'. s . Liss' ,.sY n ! r..3,` w• a . �# . r. p • h. Y, h ,,,._..•i-^'..'^' , .. ..- .�.. ., .>... .f ,.,r-. 1'...,,` t ':. qs�!�S ?:.. ir. w1 Tk. �. F ��, 11 W THRU TB KS +'•'' ', :,:fir ;, s .,; ,I t��a,w,�. f; ' '!yr • I IIr �>�• 4> ,��.; �� k;��vr�t's k . d" -+I' ' � �',.��.• ` gtl•1 � , 0`$ ��,, ,�_..:.. ... ! BAsr k k . - 3 P BERM NrjON . y ;t RL , art+ 03 8 45' Q 2 R\PRA D ti... END I 1 ri G f © O 1 z I i1 R 1 ,Y,,r F�G / i 3► 1 II Q ' ,ry i� p. ©,'`:; © �r © O s�r#6''.-e' -� W LOT # I LOTO .' , #� LOT #3 G lnrsrACL rrT>E C" C8 x o AREA AREA 1 ' / TF ro wATCH Ek1SrCB j a 31,057t ft. I G �� I �� ` 304 20309E ft. 3 O 1 P #VV_ 114.0. (EWGYNEER m f t. r m calrnr A T1AIE of 0.71 ac. 0.46 ac I 22,297E 10 2 T R t,Pv S� `�o •cW�l 1 t SrAKEOUr.) N v 0.51 ac. I L t 36 O 8"x8' M.G.41 I ft, U) o +^ h N R: ca I 01 MN - pYy U) x �' �I �� R: GA INSTALL 6LF 15" House `�1� 1 0.5 112.5 °1 w 110.0 112.0 , © `� AOS P/PE, 5..0.5X F l n t\ FF: FF: \ Q �" n M9SP iHv o e>AST cs 1 �- c� `7 I I pW: 111.5 I� IN: 111.0 \ Olt STOCKPILE ARE ^ �. R 50'0 5�sos / 1Propoew`_� EXISTING 12"X8" M, R 50 p000 1f12'6Garage 13� I� 1 I I mr' 550 Cg 10 1:5* CO HA NlT EC Et\PRPP��'E� r� -90 5 CHOR _ 00 R,t LL REDUCER & 22° D, I 12„X6 AN % 49.03' _, _ - 2 ?o,� ._ BEND �� 75. 6••P o G ' G.V. DA ' I_ i„ �� 210006. vS DRwE GAZAao BANDON EXIST. I YORANT �� P ��'ar ` \\ ■ I ( g 42 ,�4tN G0 1 F FOOTING cIR\ `cs0 ERVICE AND CO ECT Pao OJ 3 0 .1 (� O TIE ALL ROOF LEADERS INTO a REPLACE EXIST. CATCH BASIN TOP - fox NEW WATER N. �o�OPEP a ° s [j I �v \ , �50 Gg �a1� tN1 ��P�- '° 9 TWO / DRAIN OUTLET LINES FOR ALL ROOF y PR \N : { G8 8"G. V, LEADERS NOT DISCHARGING INTO WITH NEW TYPE CL TOP w PPRK sH `° I 9.69 �19 '��' Z t�$ G•�(p� a LIKING PATHS DRYWELLS (UNITS 12-22) 42 t - y\5 a NO �P w USE 8" PVC PIPE , U 138.71 ' 'n S i� \ - 116. 5' �" y_ (•l-_ ` `0' 6+00 P� INSTALL 1 "SVC r y N 4'4 2 , 6, T P o 4YSI -- 4 41' Tan ? 425 26. 7 1 2 75' TOTAL' S�0 �R SOp�s15.30 7,.W GKP\\E W/ 5/8"X3/or O S b!00�4� AL,'0.12 I ;.r -T''' O\\ �'�0 IRRIGATION PIT UOSE. �� SO1 t\ --- `_ _ R=225 00 S16'27'391W " UCER y '` w „ �; "; i §7 S G �� i GO �6 & BLOWOFF ASSEM. u . %� --� x �yEELE�R OA _�. -}- N 2a' 3'2g" 265.5 2 x8 S` D .a .,:�1. O TWO 45' BENDS ry . 2 .15' T" - -' , W/ THF�VSTBLOCKS ©� 0 O.L. i GYidj - _ EXI T. BARN *-- Gg r `` S02 A. INSTALL BACKFLOW CHECKVALVE 1 ..._ - -�-- _ --�- ,----------- -- g s A ROOF LEADERS T PVC ' PIPE P E 6.05' - 0 S s'S R,7 s C. ALL 00 LE DE S 0 BE 8 G , / 31.55' �a 5.05 0� S•oo `-- �o �- FOOTING DRAINS TO BE 4" PVC PIPE° 1 9'31 " = 08'15 51 f T, 3g 42 Sa "`• l�P�. S18'S1'58'W EXISTING VALVE Rs 50.0' rn 2; ooy- k� I COMBINED ROOF LEADERS AND FOOTING f' r 8.1 I �, Ix o DRAINS TO BE 8 PVC PIPE 12"X12" TAPSLEEVE T=3 7, M io L 6.1' I oo. I ° 3 t 3� x H / ©rYr. a & VALVE O.L. TAP `�,�, I OIL STOCKP E n, 3.100 5 s ¢' \ `5$ S �5�•J2 ® INST UPSTREAM OF �'�`\ ` ��/ «E T Sz" EXISTING VALVE \ � T �oR IN 103. $ INSTALLX $ G. E1-7n� -1() S03FIELD LOCATE BE 22 1 2° 3 .ryry/ � l R - �s.. 111. FF: 2�0;�� s_ � � � I � � , � �+4 zy MAINTAIN 10 SEPARATION BETWEEN N�¢ BEND1.1 r = 1�87 1 I.. o o L _ 3 67, I �, t.. � QQ v / WATER AND SEWER SERVICES AND W ti„. © / MAIN `. 19� 701 N)`� �' 03 ALL FITTINGS REQUIRE MEGALUG BRAND h us PR '-4 EX EX HOUSE G I N 705 �^ 1�" /601 PROPOSED MONUMENT COORDINATES 73 o� �� 702 © RETAINING GLANDS AND THRUST BLOCKS MONUMENT # NORTHING EASTING M1 N 355585.9513 E 649916.2578 M2 N 355566.3997 E 65002.7.4309 M3 N 355601, 8165 E 650006.1325 M4 N 355598.2031 E 649949.4224 M5 N 355789.9606 E 650037.7217 M6 N 355769.0476 E 650083.1381 M7 N 355820.3133 E 650049.1261 M8 N 355806.1454 E 650097.0768 M9 N 356037.4575 E 650113.2854 M10 N 356023.2896 E 650161.2361 M11 N 356088,3204 E 650110.2664 �` OUT '• x x� A 704 G AS NECESSARY. a,'> S I a� LOT #4<<. k t Kiat `I N 0 8 h5 �OG� LOT #5 AREA t # � .� Fl - _- RL J -�w Rust$ 703 sEPA NG 22,470t ft. + ; *,.` RL i W1 LOT #6 AREA ., {_. AREA 221 t ft. Ewe °`'0o eE 0.51 ac.. 31,968t ft. 0?51 ac. SP P o�'�O wig. I`r' ` - , - - _ - • --- 0.73 ac. I I ,a ,3 I� -- --- - -- �-- --� -_---- - -� I"� yyfy PLAN VIEW -------_- - -- ' 109.00' r� ' _ _ S18 51 58"W 753.18' \ N~,s" ` - DRYWELL STRUCTURE SCHEDULE'` N 356064.344 E 650191.4137 Ip , 1 7' J.A1. {•. .�> tr .t' » ,Afinn) �� ., [l \ I ,(P'(i �e \"� M12 SCALE: 1 - `I'll +F- SpN� �" NOTE: ALL STORM SEWER PIPE TO BE ADS RATED N-12 �,�GF- �' ' Nlt� ,,�,,, Y,a•. - 5 ; • ,.F v �;j r z: ,,.; .. r \N ALL FOOTING DRAINS DISCHARGING TO STORM SEWERS SHALL HAVE ' '' • - I'' �•' `'= `�° BACKWATER VALVES ACCESSIBLE FROM THE SURFACE, SHALL BE IN 120 116 112 108 104 100 96 92 DATUX ELEV Gy- 0 LOT 6 F'F 11 LOT #1 LOT 116.19.1 114. p F 116,08 0 9 GR _ + A N - pQ ,� I LOT po0 GR FF 112.0 0 [LQT,#3 111.0 � rn ANG E POINT � U) AN E POINT STA. + 51 ELEV. 109.50 1.3% GRAp ING nr- %GRADE �F IP W 7ro ..... - J � 250 F g" - 1"- L �5» A S - r` s- ' _j Sj CB Nc. 1 ra INV: 1 C6.0 15" TYPE 'C' ST: 2 15.2 CB No. 4 98 LF 18' + CB No. 5 INV: 99.3 15' - TYPE 'C' INV: 100.0 4 ST +31.9 INV:101. 4" TYPE,, +411.1 INV: P9.5 15" _ TY. F ST: +31.7 IN - - _97.40 1 " . � ;; a ;� - . - ACCORDANCE WITH LOCAL BUILDING CODES, AND SHALL NOT BE ALLOWED IN CATCH BASINS. UPSTREAM STORM STRUCTURE STORM DRAINAGE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CS #1 108 LF ti 15" ADS 0 5.28% CB #2 CB #3 20 LF 15" ADS ® 1.0% CB #2 CB #2 115 LF 15" ADS 0 0.87% CB #4 TU #10 115 LF 15 AUJ ® D.57lo CB /f'S CB #5 20 LF 15" ADS ® 1.0% CB #4 YD #14 200 LF - 15" ADS ® 2.35% CB #4 CB #4 125 LF - 15" ADS ® 1.5% CB #6 CR #7 65 1 F - 15" AIDS a 0.5% CB 418 CB #6 98 LF - 18" ADS 0 0.6% CB #8 CB #8 122 LF - 18" ADS ® 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 0 4.55% OUT CB #16 65 LF - 15" ADS ® 1.0% CB #13 CB #18 80 LF - 15" ADS ® 0.5% CB #6 L CB #17 I 128 LF - 18" ADS 0 1.77 I C8 49 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 95.5 91.0 94.5 DW 4 95.5 91 0 945 DW 5 105.5 101.0 104.5 . ! ii .9... 7#)(•.,$?;"a" F ?5.� 53Y f, ��'ia F i 1 i �r { "[• e 7� t !` 3"aC N �+� - t w 7-- ��} ar. '.wr !{ h ti-„�a r,ea'ki'. r .r'.y. �• d k?� i•. -•1 ��X+i •t.:i �. ''. J. � � N. � / a1-��1}{n,�.,''4 tl�,'� �' "' �� »�:'. •y• i � �...t,� r rh. ..:h -;"'� , Vie'' , '.i c' .. ,. ,� - �. �j' �. `hf' UPSTREAM SEWER STRUCTURE Q A ATT'P A -nV C!Z,AxTjDy) OL-Ii 11 1 C>•lt 1 01i V V lilt PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #7 250 LF - 8" PVC ® 1.04% SMH #6 SMH #6 135 LF - 8" PVC ® 1.447. SMH #5 SMH #5 -inn IF - 8" PVC 0 1.975r_ SMH #4 SMH #9 244 LF - 8" PVC 0 2.5% SMH #8 SMH #8 162 LF - 8" PVC ® 2.31% SMH #4 SMH #4 120 LF - 8" PVC 0 4.30% SMH #3 SMH #3 65 LF - 8" PVC 0 1.30% SMH #2 SMH #2 85 LF - 8" PVC 0 1.67% SMH #1 �;}-�t-. �' ' - r_r�' ._ hr` i•.. �. � _ t -. � Y -i..� t r t may. � � t..,�L. �Q,. •;r STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T F. INV. •' 1 C 109.9 106.0 1) rr I no 1) , nn zn 3 C 108.2 100.5 4 C 106.6 99.30 'z`>vu 5 C 106.6 99.50 •YMT,>I' ^ �} 6 C 105.2 94.50 18" out _,�, s ;•; 94.75, 97.40 15" in 7 C 102.8 95.5 (15"), (4"}„ LOWERED 1' PER 8 9 C C 104.05 98.00 93.90, 94.00 (4") 88.40 (18") 88.65 (15") 88.80 (4") CHANGE OF ;DER #1 10 C 100.5 90.0 (1 (4 ) 11 C 100.5 89.85 13 C 2. 87.85 (15") 86.60 (18") 86,10 (24") Yh 14 r-I 1(l, 1n4,n0 -R en1. 88.50, 88.75 (4") ;. t .. a � , 90,00 0+00 1+00 2+00 3+00 4+00 5+00 INV: 94.50 ?'1 6400 2'�'�"<1� M4 z±� r I yy yea y�ov y"T 18 C 105 2 95.15 ST: 5+50 t1`°' .�� 1>�� Y,Y `�'xi 19 T 11 C MATCH MATCH ` 4 1 VISIDEWALKSMHA1'a` a .M EXIST. EXIST. 10 04/2 /0 REVISE PROD ILE 11E`CB No, 18 ,i. '` :-"., .,'.C'' TYPE C 1, r +�t^e Y. .••1k *.-.. .-•r i- X 'i T, r4 ,v .ice#. L'..v! Y'., i.. �M 9 Ol 08 Ol WATER MAIN GBS y t„� �. a� Tt., �,. �+�• � �,., ,Y �. •.. / / _lta��cb;..:�... .az��r. $',-; .: �''!��, ..t ...lilt•. 'w.:��'!�rsy19`..i;:�'. .ty... Wit. .rl.: �,%d t ?a �" x. `k 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 9 i.85 3u' 2. i% 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% 706 101.4E 100.17 60' 2.0% 400 85.0 84.24 38' 2.0% „ , j. ?� ► r r ' I a �'= 8 12 5 00 PER TOWN COMMENTS GB5 » _ » _ Iry V: ya. T a - n x fr3 ...� z tT� xst:, } a• . .�3 . .t a4 a r tt R d ' L S h 7 11/9,/00 PER TOWN COMMENTS HWH SCALE: 1 4O HORIZ. 1 4 VERT. 5T: 5+50.', ka( i11p; �`x�� ..gi.. �¢,,r •�a r°k c "> m j f I� .� ALL SANITARY LATERALS TO BE 6" PVC - SDR-35 6 10/31/00 PER TOWN COMMENTS HWFi z � �� L i i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860 291 8?55,.� 1 s-� COMPILATION PLAN PREPARED FOR ,� ay * SHEET _ T LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �w INFORMATION ALL EXISTING UTILITIES SHOULD 5 10/20/00 PER TOWN COMMENTS GBS nM D 4 O {�'} ��y WHEELER ESTATES SUBDIVISION GRAPHIC SCALE u l5uvuv o u u u 0 �LE $+ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/9/00 PER TOWN COMMENTS GBS 40 0 20 +0 8^ es, n .....,,, .nr .. ,� , .,,� .: r�� _ _ _ �_ w _ _ ■ _ inc. WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT `CP L. ALL ViILTIIES ARE TO DE STARED IN HE FIELD 3 9/25/UO REV. BUFFER �i85 BY A LICENSED LAND SURVEYOR PRIOR TO rWessionais incw CONSTRUCTION. 2 8/24/00 PER TOWN COMMENTS GBS ( IN FEET) ! DESIGN: GBS DRAWN: ✓AZ CHECKED.' GBS Wheeler Road & Smith Street 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 17'24/00 PER TOWN COMMENTS JAZ I inch = 40 ft. 8 Civil Engineers Planners • Surveyors It CIS ✓oB No.. 595 DATE: 619100 IMPRES(W T14FSPROFFSRInNA1D ORIGINAL. SIGNATURE NO. DATE DESCRIPTION 8Y 16;i south satellite road ' south wwasor ` connecticut 06074 DRAWING No.: C ),AAJOB 15951595PANDP 50UTI� WIT3II>50R COIrIAIF.CTICUT , ;. w 40. a,u ,-,i-. xtr':)a YY.' k*.k'�`.-"I -S,,, e .. a'-�..'I' 7"-f_-_ F'l�i ...'-)a:s-,V,V' '.' 1f'3'.,,.It •rk.:1k` 31iIl l'rf:iwwII f++''.a` - .�.. .. .. r .. _ r ::- ,: - _ W� ,, ."-.. 1 tit.`. °-,-:..a .<., _<.., .. -�. ,' ,4�-:_q, ) t� I", +$+: , ' 1�1 1. , g. 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Zi 'fir', ..,- „), t . s'-- - f T� RR [� 1 t r / \ 1 � t .t S a�' 4 e t �< r , I X.- s % I 2 S , �.�� _,r„ \] N J _ 1.�.,> `cam J ° y I IsPIA'..... , +k•)1 . . , . ". �. ! ,( � ,pry+ / - �,{ r F x �S \\/- \\ / 1 -. ,` ,I 8 , A `\ ' ,� `/ /' / __ �. \\ INSTALL HAY BA S OR S /'F„ � \, ;. r.", r - - r - -: � \ ` \\ CQ J _ \ WRAP CATCH B IN TYP) �k' 1 '^ t , , r� 11 / , 0 '? { yy. ° ` " 7 j__, � 14s, , .,�,., e�:i-, ,�� I * �," , I 41k. T1.1 .. )_ . - - I - / I C\ / \ ` \ 9I / 15 \" X , 1,; ' ' 7 aro I I / i / / \ �. .. 9.1", , � , 1� PAD t / - tor �� " t <s ''r` \ \ - -1 . /` \ \ ' \ i t \\\ 7 \ \ , / ` \ \\ ,\�\\\\\ t OPOSED PAVED �AQ D ` \ \\\��\ ��\ \� \ KING AREA / '�� \ \ \ ` / \�- \ 1 \ \\ \\ " \\\ / \ /%\ \ - j/ , \ \ \ ?S `` \ ccs J I REMovE 1. - i I EXIST. SHED / - \ - \ �Ie)` �I � . ,: $ \ \ rl \ \s , I�v o ' / +� O I / �` p I k �, I ., \ I i - 11 , / A --- / , %& (�C) .1 w .;�, - I \ � I / \ " i , , " 1� / � I\w, I ,� _�, ----_ - , __� � 1,� I . ,�', �i . , - . / I #tii�___ - w ..... I � - I s+# "` ` `;L " / \ + / " �- ` �\ GRAVEL ACCESS DRIVES ;'' ' r la - �` \ 1 �=. , \ / ,\ �RC' \ ^� /c \ �, f �� \ ` 4" TOPSOIL OVER ' It - ' _ B \ a \ r\ RG /, / �p #3 , �- \ ,� cy 6" PROCESSED GRAVEL e.'�- lyt _ \, + \ - I B / / \ �''1 ® ` /' \' \ r\jc \ LIMIT OF UPPLAND �' _ , r � r \ 'v` • 5 ,' / \ .� // \ / r \�'` CO R EW AREA � \`,'s / / - ;� ` SST ap \ / `�� / / / " ,,� / \ / �' �! / - s' f, / , ." O , i + \\ RN ` � r ` 1 / / / I ��\ �� DETENTIONU T I r / � ' / �'�� I\ STRUCTURE (SEE DETAIL) . A %\ J \ I \\ / - \ f / ' ' / , �' �� \ / / / / % ' (INV. OUT 83.0) a w /'\ \ \ / / 1 / / a /' f ' / ' ' - 'fir / / / `�'-- -T �` Y f t / / I �` ` / / F / ti x•: / / , 'P/ \�! / IPRAl3 BERM / _ \\ - r r .4 � / V` / I `\. ° \ + 1-j! 4 !j '� ti �..'� . 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I I ''--�ti.,:.6°� , I IVRI I -_ -1_4� ; 7 ` , e I i / , \ '�! , / / / 1 114 / - / C / - r ' ; l Tom. 3, 92 E� t, - ,- _ ] // - - - - , - - ;'4.` * - J \1 ` / / cli�1\ ' 0 I S1g•S\ ! ! / !NN 8p'yN \ , - - - ` ` \ _• / , - , ,/ / _ -J S_.6 ::. t. / / / 11 "__� / _�__ / M <� 1� � % ;I ,� / 11- �� / / + / - `� ,I 1 1 5 gZ�eO. ,�21F�i2AP LUNGE POOL �` / ".,r' ' / ____�, ` a.,+, �.:; / ' 8£'OZh / - _ _ =- - i - - - / F. DETAIL) ° g \�- \ / / , V ' i ".._AFT r.� :11 $� r Q- - s ` / �(/At ' / ' _ - -_ - f - - ' ` `,/ \, * _ _ - 4C' � .).\ > 11 `\ \ \ \/ ,.. XDi �(gy .A 11 / - - •. I 1 1 6 ' / ^ V _ ' ' / \ 1.000, \ ' A `s \ \ I\\ f . v '� - o,�, %� W; // J Il ^ \\ - r j ��r/ t - _ // / - -// ,'' 1�\`�'" =\� 60 # ., `` 4 ``r rJ .'%�%�� 'I- ' f1. �i , ;- -�- \ // O // r27 , r21 r- �f✓` t // �. s:~ , ly % I , 4 / I \ N / - - I - � / I/ . �_�� _ 2\ BU�r- �\ \ /tea l ,/ - , �� / !� j 00 � r �/ / -� \ I 1 23 / , I ° �� / ! 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I I , ".� ■ EXISTING MONUMENT \\ `` - , I , _ _ _ _ _ _ / / e EXISTINGD UTILITY POLE \ I �` 1 f -___ - _ , ,I , ,� I . - Lf / / ,� , I i / / ,' S3 / / d '� ", ' w, `� PROPOSED UTILITY POLE II ��e�oo \_-��'= �°t ' > 3 ,' _ _ - -..i / / = x 6 f / / -.. -C}- EXISTING CATCH BASIN AND PIPE ®INSTALL DOUBLE ROW OF EITHER HAYBALES �' /� ��4 - " �� '/ �j - �s1LT ENc '\ `� ' ` y. f s PROPOSED CATCH BASIN AND PIPE OR SILT FENCE r �* R Y `�`` r / ' - - _ - ' - - - / = PROPOSED STORM MANHOLE S I ♦ l `�''C t I \� 0 8" /45'' 3� * / / \ \ /�? !^ . - �% r _ © GRADE TO DRAIN TO DETENTION y �,,, � ��! _ B DS - _'3� y - _ _ s EXISTING SANITARY MANHOLE AND PIPE �. :�' ` yp� !\� - - \V/' Tt f�US dcKs \- / *" \- - S1 \ ' y \ BASIN -.F r-:,.'c '(' ,, 4 .. ••'v-T',,-,A R. _ \ �� \ ' �� / - •' { - ,",e `. • . .� :<y Y a4'.-of \ \ / 6 +r PROPOSED SANITARY MANHOLE AND PIPE �, p ,. / ' '`` � 40 - - r �'' � � , D ._i.., "k r �i1►.7v,. �y, ,,, \\ , \ \- r _ ;:7 -�'ir i @ '`_ �... ^a f`B., ,a 11. G) ,. ,: •, fib 1. •• f'r1 aY' �.ti . ::/ , , / # \ \ _ - 't / • (� \ - / / *.Y: - r .,/ f . © ADD BERM AND RISER DURING � ` ��\ , _ _ _#_,_.. , ,Z, s �1 } `. �' r t 6 20' SANITARY SEWER EASEMENT - _ - - / , x' �' +Ttp� " * ,tr°` '�;F'/IIN FAVOR OF KEBALO. \ 42 I /0 / / - "�' -\: ITAI H ET 8 O F 8 . '. n. , x' ,��-� - / � �,D WATER MAIN AND HYDRANT CONSTRUCTION (SEE DE L S E } I. � rl +, F. •r r J \ \ \ \ \ I p 50 � .yL ,�;, 1 'I.. ,, i:; sK ' } \ a shwTy QR y ;ku F Arrlk rIf. .. A / _ \ - \- t t + 11p / ' , '- . ; r t �' t € c / �• .i o I. w C'= `� O �\- ' _ - , 43 . / t++�GI \ 1.. 'a a Z'ia.,•2�.ri o i4,' { : :(� rrj-^r: } •.;-:i,-,_ , g _ r / / / , w R.L. ROOF LEADER . ao,�aj� �,, s�� t - - - - ' �� { l C \',,.dt _(T tie 'afi6Zw♦ `' A�'#St"' ,,� L }, \ �♦!tl i' , I - ' / ° . ` . SANITARY LATERAL . - rt $�_' �c - F4%* ' _ ^ - _ - r d , s. - W - WATER LATERAL y: - 4c/ / / .. ��: �+.' �`r,r'`� `. , f; t: ,� ,gin �. , 6 ' 45, � . - ,I . N t ;ti � ter. � � r � ,fir �_ r ;� 1 � NOTE: LIMITS OF CLEARING I , 4 _ � � \ _ �� / / ,r ; 7�n ! r :` .iC �:i ,., �;''t_.t. ,r. ." .- i '�r r:' '1-. .-., `,.-r, ;,:. "�''r•re aL, "L. r - ,} _ COINC,IDENT WITH 25 BUFFER �-- EXISTING CONTOUR - •..'� a", �'s_ '.- },.=t 41 _ P ',y r.,. 4' .� '/+. r,1 d \ ,,"...^r.`./ ,ice i•''' ,+..=7' . s q ,pP, >: r �i , .0 ,: �s� NEI _ ., , i:fF c q ,,�}} r ,.. ,- v :'9'L'. 1,f f�;k.,. € ,- _ •.- .Z :a1,t ,..5 �•.,... .. •.. ,� - ,?.�.ri-':r•\ +' is _ I / �/ / Z''� PROPOSED CONTOUR ° � 4•r j . ?� - , ,,,� fi., x , - - \\ ��, rf':`:. L rti 41 � Aar _ss a«.. tw r o: t 156.3+ PROPOSED SPOT GRADE/ " "r _ :' - 1, > ' IS,,' ., I / \� p1. � J . ' �� Y. 'F-;.'.. 1: n a , J: fl� i R Y !` e. 's i r / i 1 I / / - \ ems! SURFACE DRAINAGE FLOW DIRECTION x'^ I-, ; :. $��f :.: ; t , Y,, ;$1 .,..: _ , I t �\ 'tlY - (, }.,�. b. '4,�> i. lT ,..'`. is �Y , - / _ M 47' >�;" ::4: 1 \ / LIMIT OF UPLAND REVIEW AREA .,, :" 4. .� jC ' - )" 'I • . \ e \� / / L"_�, '. ,.4 ;,^h:- E. < r'" '' yy»/ .i " 4'17 .M�'pa.- , - _ t\. - \ t , \ \\ ` }. ,.h. t Iy INLAND WETLANDS c� ar+ ,�,::7 \- t.a 3 _J APPROX. LIMITS OF CLEARING r �« ',. �. a�, �+ r,-?r :?` ^�, ,, \ rI tr,t �i r _ gig_ ,t,. �r , v�'+,r/•., ,Ti y J�`'` ,elt a • t , i • "�•` 7.K�''� E r _- rc�, • c { ,mac b. 4 .. ,'j.< - r,. , T FAG • .x .. _ LANDS L _ WE _ .. , C I R. ,, • r. •a, ..Y:y.. �i,: ;.T. .i,: 1 iR } P. 4 .} ey .n. ,�: :\ '.r` rt ;`�,`. X. 'a. f , ( .. ', i , _ r ..�,, ,,- { y I' Y , , fi . +. , ,... s -r , I 1'14 `" _A - �. : I lr. 8 4/24/O7 REVISE SIDEWALK MHA .. _ ...... . - - , _ , * r , 12/5/00 PER TOWN COMMENTS GBS 6 11/9 DO PER TOWN COMMENTS HWH "ad 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860 291 8755 COMPILATION PLAN PREPARED FOR SHEET -1 0 0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 10/20/00 PER TOWN COMMENTS �S THIS PLAN IS F 0 R SEDIMENTATION AND At - • ` e / f �� ®��®� WHEELER ESTATES SUBDIVISION 0o INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE ,r;pr k ';� r,:< %� $00 g BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/9/00 PER TOWN COMMENTS CSS (- n n C-` 1 /1 A I n n N I Tn n 1 n n I I \/ A (� I (1 I C� n I n T T/1 40 0 20 4o So �,�'�� V. �,' '®1��®� �1L151A\i r + , "TIJEWY Z'D Z'C+?'I T"JVO &VILT7/l" » V&F3 %VATl7Z' "V17Z'1 /1"3,r-- �T+T 3 s/2s/DO REV. BUFFER GBS ■ rV 1zj1Cif,`.G GOL ea L ca7 OCisrrvn n �Y7LLl.GiVV:Q /JG V JDA,Vl'lyiGt♦ A 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD r M U� I U I N � U I N I K U L U 1 V L i H I N L) I .J I N U I I U dwssionals,, lJ BY A LICENSED LAND SURVEYOR PRIOR TO I(Trofinc. coNSTRUCTION. 2 8/24/00 TOWN COMMENTS GBS R ( IN FEET ) DESIGN: GBS DRAWN JAZ CHECKED: GBS ��,��fl�>p ®i1� �ffiX�� aIl°�$ � 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 7/24/00 PER TOWN COMMENTS JAZ �✓ E USED F 0 R UTILITIES CONSTRUCTION. 1 inch = 40 ft. 11 Civil Engineers • Planners • Surveyors • CIS JOB No.: 595 oA rE s,9,©O 1 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH WINDSOR CONNECTICUT Of THE PROFESSIONAL. ENGINEER/SURVE;YOR, NO. DATE DESCRIPTION BY 165 south satellite rood - south windsor • Connecticut 06074 DRAWNG NO.: C.- \AAJOBS 1595�595SE2 SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1.000 SQUARE FEET USING 10-10-10 I - OR EQUIVALENT.N ADDITION 300 POUNDS OF 38 0-0 PER ACRE OR EQUIVALENT OF SLOW D E 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 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE, TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 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. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED 8Y THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 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. CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 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 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. 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING_ 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 OR SUCTION LINES AS NEEDED. 9. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATONS IN AREAS OF 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. ESTIMATED START DATE FOR CONSTRUCTION - FALL 2000 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2001 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 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. 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. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE 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 CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECIICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. EXCEPT IN DETENTION BASIN WHICH SHALL BE 2:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR B'(-PRODUCTS; 1(ARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS, 10 ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. RESPONS/BLE PERSON(S) FOR IMPLEMENTA TION OF SEDIMENTA TION AND EROSION CONTROL: WA TER KEBAL 0 cx N � t, UNLESS OTHERWISE. NOTED. EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD M BE FIELD VERIFIED PRIOR TO CONSTRUCTION. y2 C. 2• ALL UTILITIES ARE TO BE STAKED IN THE FIELD o N BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE tMPRESS!ON SEAL. AND LRIG!NAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 6 11/9/00 PER TOWN COMMENTS HWH REVISIONS 5 10 31 /00 PER TOWN COMMENTS HWH 4 10720/00 PER TOWN COMMENTS GBS 3 10 9 00 PER TOWN COMMENTS GBS r7 L I O /')A /nn U LY VVI OE•O F GI\ TnIAIKl 1 V ITIV f'nkA►JCKITC L.VIVIIVILIV 1 J I !•'QC VCJJ 1 7 24 00 PER TOWN COMMENTS JAZ NO. DATE I DESCRIPTION I BY . I 1 e ; ... V ',. .. r >. r!� ..( a:. ,._ ,. _.: .: -d % ,,a x .,, -. ,. .. , •:.; t yfa•. L,i: -'�- ' i ,_-'c >iri4 • -4 ..:i,..,.r,i''Yc ,' i v'41i'. :,," +, . ::.: . -' .o ;4t. :., M ".�'' 1° .f4 "• f<. ,&,_ ♦,,,- '%5. ,'y , : ,-• `,�r,... `x_ ..t .. ._E.-„� ....,.,_, r....•,3',w. ,. ia- .. .Y N• 'ti' e,w. ."i•. �l:',..,,:="'7r+ ,a-. '•'3<:,N •��f. i' .. f.: rr.0 .i.�� :�: ra •,.,, . ,. _• .. py of ".; • . ,. rr • . :;aC,,'K. - ` 6: s r f.,� i" 4f2=.0 ryJ;.a ., ,.r 7 'iaL •' -N 7 M If iI. ' 7.V .1'. .. , T. e., .,.'4 .. '- :,..� ,; .,,.., i. '!. ,7' -�• '�H. �.T.er. .0 ', n'''l y,�. ]I. ':'�p•v 4 - 1; � � mot; �*. ,.;, „1 l ., ,, t gip'. ## .� CONCRETE OR y N shq Maintenance and Operation; The following maintenance operations wll be re required to ., ,...... , .>r. ., -,; .,. P 9q �• RI K V RT ?•- r! ti yy „ry�/,. . B C IN E r . ;'r , ,L '1 - 3 'T y, ^'�, _ Ire 4: r I' w H �; r+ ,: ,, k N t `r: ensure the ro er and efficient operation of the Storrs Water Detention Basin System. �crf ,rl. r , 4 . Z' <. ;. ;f >' . °� , ,::° �� .. r <,; P P P Y �.: , ", . ., .1 ,, r� ..r. 4 f .r. ,' ^t. . r.: B B .� x.. .', , �. ., } �, - :.i ,, ,� a T. �' ' 1N t ^i :. F T following maintenance h t intended minimum i i ti n l `� �. ��> The sc edu e is to Jed to be au de and add o a '' .rr ,d •�. :. �... inspections and maintenance measures may be required following large storm events that _ :},r .'. ; y P q t. 14 X10' FORGED ALUMINUM d" °' - ` ' • ,.� t7• , `>:r Y 9 9 i.111 t could cause the deposition of excess debris m the system. s , :, ., r,,.; .r,• ;. „ ' SAFETY RUNG MANHOLE -I' , , I f r, . , I., ' .�; ;w • -�4k P Y _ � �,.1.kL t �,, . . Ul- STEPS 16 O.C. TOP STEP c .., ' •� � ' _� LOW ..,�, i-'' 'f a a. 1" 'fit` 1• " i s , r r 2 Pipe Outlet Locations The pipe outlets and associated riprap shall be inspected, �� X 4+£ w' 4 _ To sE 4" BELOW FRAME •ii�� -2 1-s 7 1. -, TOP of annually and cleaned of silt and or debris, The riprap shall be re shaped and � Z:: a r , o 1. ' , , . z > I I I cAsr CONCRETE Dt«T 4; 5 u 'fir .J a, a 1i , " , 1. I _., ADJUST FRAME ELEVATION replenished as required, " ��c , 1 , > r,, •,z x S "' _,N>H coNc. BLocxs OR I i< , t > i + x a BRICKS 6" TO 12" £ F : _ F ' It , arg TM"1. J .v a ♦ t'�f :+�. 'S ,. tie.Y �S i;S t, i .y'.. ''` _r,..�, r µ• V''< t, ,� . .. F. ". >- I - • .. ,, ' , ''7I' }a '� " . 1 ,Jr .tom :. 4 ; t L .. . r Catch Basins) The catch Basins shall be inspected annually, The sumps shall be 4• , ��,T'�� , - �. � . , : -• ,... - .? E �t',1. :r'51f Ate ..cr - cleaned when the depth of material within the sumps reaches 1', ,rx, 1,'.� . , .#-`.. ^ �* ' f` P P ?', r"ink " .;' t+',,, y i, ;I _ L - ALL JOINTS TO BE SECTION A A z�_�"�! �s. `? ' y - . ,E�+} ` ` s ' 7 s t y.... '14 .- Yi,:,.;& , A 1. POINTED FLUSH & FUU Pavement Sweeping: The parking lots within the senior residence facility shall K . a ° ' k 5i # i, _ t ,.� v " > aH be swept at a minimum of twice per year. Once in the spring short) after the end f ,"s ,_" '' `¢ STANDARD M.H. P P Y P 9 Y r `` • FRAME AND COVER PRE CAST CONCRETE OR of the snow season, and once in the fall after the leaves have fallen, ,_. l kk ,t1. I`1.'' S `' rCONCRETEMASONRYUNITS Outlet Structure The detention basin outlet structure shall be inspected twice ' % ADJUST TO GRADE WITH P :11 tf. *4 . ti k, ¢ " MAX. OF FOUR COURSES annually, and all debris and silt shall be removed, The discharge point from the " , S OF CONIC. BRICK POURED CONCRETE OR outlet system shall be inspected also, and at( silt and debris shall be removed. The 4 .� ,` ;' 3'-o•D OAR uCAST j oo OR Sur! riprap at the discharge shall be rearranged and additional stone added as needed. ° o w , All -"t _1 _1_I_._t- -I__II 1__ _1!--_ _I _r _1 .!1_I_I- 1_ _1!_._ ^i 1 Z I HIt sltti anC1 Ue10 IS SnQli K) UISPOSeU Qr Q L a SUI LOri lUca UUrt. ` Y » O j a,' �X - , U -- L - 4 6" OF 3/4' CRUSHED , * `, s " r 16"TYP PRECAST REINFORCED �L___ - 5 4" _ STONE f x .,x � - �, .< I., CONCRETE MANHOLE OTEs: _ ,,Ys,dx ,, ECCENTRIC CONE 1. taP - ,", M . ..1-. .- ;.. .+ r fig , �` . �' „; ;' of U) FRONT ELEVATION �'"� BE 7 °- 5 ALUM ,j c... . z �F ' W - 2 MALL THICKNESS SHALL BE � I jt LFJ t R � ,. V) Of SUFFMT TO MEET HS 20 LOADING. a.. o Q STEP REINFORCED CONCRETE p A b,7I": ac' , a C'j �, G"' 4 *, ! - 3, WALL MCKNESS FOR STRUCTURES .'. " sT I, Tn'. r. i : ' - MANHOLE SECTIONS WITH PRE CAST CONCRETE LINT ' .�l - °t ` .. cn SEE DETAIL OVER t0 HIGH IS t2' FOR CONCRETE 7 r - 1 _6i , j ; "' to , ' x w w ABOVE "0 RING" JOINTS REMAIN LOCK UNITS, INSIDE alENsaNs ADJUST FRAME ELEVATION y °� f ' NTH CONIC. BLOCKS OR � I 1 *_Y -N ` E j 4. ALL PIPES SHALL BE CUT FLUSH ATH NOT TO SCALE RICKS, 6• TO 12' q ►- t' ' k ____ - -� 5" INSIDE WALLS WR1" V _ i s tf �Fq +r1. s. ALL BRICKS SHALL BE CONCRETE p `-,�,''. , ,r'` - V)i 4'-O" DIA--- REINFORCED CONCRETE ITV _;-if:+. - ,il o m A A MANHOLE BASE 7 - ALL JOINTS TO BE I' %I -- „ POINTED FLUSH & FULL � .� - a a t 4 _z �rI FLOW In I yCM ..�I a I{ L x PRE CAST CONCRETE OR I *_ - - �� CONCRETE MASONRY UNITS ��° 1: I, 81 .-�, . , 4�A',._ 1 r - I (( �__ cuY '-_ �-17' CONCRETE OR BRICK "�'S - ' �•''' - MORTAR INVERT 0., . - '~a �'w'+ NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" 3/4" CRUSHED STONE FOUNDATION __ SLABBOOR _WA_L� 3500 P51 � '.i , ;s" , ,;; �/ 4 ,. PROVIDE 6. OF 3/4" TRAPROCK UNDER �'1. y K t' r r EACH STRUCTURE AT BASE. 6' OF 31e CRUSHED 'o�l SECTION B-B NOTES: t ,. .} ' , . 1. Mft4UM COVER OVER TOP OF PPE � * . , ,ALLBE2D x t°, 'K• REINFORCED PRECAST CONCRETE MANHOLE FRONT ELEVATION 2 MLIiFFI T To tW HS 20 LOADNG. SIDE ELEVATION * h`. '� , �� ` not to scale 3. WALL THICKNESS FOR STRUCTURES 9'' • k$ $e r }t 1ptr• ;" f . . OVER 10' HWH IS If FOR CONCRETE 0,, 4� r } 4 4,x>tiy ` - ` BLOCK UNITS. INSIDE DIMENSIONS F j * . -. , IU; , �, _ 7 REMAIN THE SAME. , 1. ' • r 1 s-'y :Y i, P �.y, ,1„T . �. y, �yy i gx 5.` T }' , . M: -, Y'. I , , Y ry:_.: i, *;, 4 `. •lr.^J3 ,1. . .,.Y", q, . , �w ✓0 , rd.,, i` t 2 13II"' ,I,., � ' `, . "II 7� < t �� .' ) n . t` R - " µ , IFi , - L 11 jf .a:I 1i yt) P! i3" �. ,. _ (MASONARY -. UNIT) r,? �� ti. • S �,- '` ; ,r. � ,. -.. a.r5 a ---� SIDE ELEVATION I - 'k tF. a'+-f tk It: V Y , 4 ALL PIPES SHALL BE �,T FLUSH NITN _ ri =R + ; �. LAWN/ STREETS/ STREETS/ LAWN/ INSIDE WALLS r y°'� 7 ;, ; .' .t> NOT TO SCALE �� : �, 1 � { a- CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY 5. ALL BRICKS SHALL BE CONCRETE IF.I " ( _1.. ' `,, • -.' �, '.,' u's ,, + SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL > } F _ c: ' ?ar'-#q,i dot .� i c" z hr ex' 4.. Mi ift•, :1 t k 4 M +1*y t `wi + '' a ` rI' 6 1 „` - ' r .'= �?<. t �--Approved granular non --organic backfill ---- r' ' 4' O -� ., -1I [_ 10.-. 5,.,.- T - ,,. _. �r , r ..a*a,-, . f I- 12" material placed and compacted in one O y ., h 1. F - i - r t� 1I +i ,r I' r foot (max.) lifts. -Type ..C-L" top and grots-�. �+ 2,u ' , .. �� Q 3 _6, k.. 00 ---4'-6 3/8•- '-8 I3/16' )' '-9't.f ,. ' O 0 0 O 00 0'.-a l3f3 -I 3/4' 10 13/16 1-e I/ ' I i'_ rt _ _ - . - - I H� - -�;1,, .1, ��.,. -. . I ;I,;L.- . ` � _._,.��.,I, .- ". I .-, -. :- el ll �� Warning tape per Conn. General Statute a s' � q� ;y, • ' I. I O Qsection 16-345, as amended, placed 12" Q STANDARD PRECAST a O 1 6' CONCRETE UNIT----"-�� I t}� > W ' , r (min.) to 24" (max.) above the top of \ ., ._�� 4:- 1 placed kand ncompacted _\ 0 O 28' , ,-Bond Blanket 7- ,- n 6" layers. No stone _ te-, `11 T larger than 1 1 /2". '' Material shall meet '% Pipe, as specified --, D.O.T. M.02.05 VARIES .. 12 r/_ I ORIFICE-6' I &I - `I \. Lt=,/ 830 OUTLE' PIPE I _ _ -- ------ .R 1j2 0D 1j2 O.D. PIPE +_ 11 /2 O.D. _-. _i 1' E QVQ�46"Min. 4aQ4 -- 0 D PIP ___,_I_ 12,. SIDE 0' W4t4; CIRCULAR FASTENERS T❑ BE SP❑T WELDED AS DEPICTED AND ANCHCIR BELTED INT❑ FR❑NIT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 1. SET POSTS AND EXCAVATE A 6"x6" TRENCH POST UPSLOPE FROM POSTS. SILT FENCING QS• CONSTRUCTION OF SYNTHETIC FILTER BARRIER t, W,, I ,, 7.. .-f P fib'¢� r. .1 7F,,. I2'zt ' 5,a] 31laarr „,"", �. ((y .y1 �,(.1 vFt'� c � }: K'r 4 , yI a � s' '.a'. >41 to WS e v `r' ,� , s a L. I '�f�" - ... t t . 1. ,s,X t�, SOAR , '�! , r kit } G &4'�. r aw. - r `Q 1,Ir��.,],� * ; P__I��PE s, 4 PIPE Q 4 4 Q <j < Q Q 6" Min. IQ 14 4 4 a V Q Q a IQ Q Q -, Q _ ,, 2 _f_- 0 D _j_ r, I E NOTES. 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE 3/4" Broken Traprock 3/4" Crushed stone bedding material in rock excavation or as directed by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of pipe when using Polyethylene or A.B.S. pipe. 12" TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE 1 7Min. I 12" -i Er;, r; 4*t. {y �i�y� V I "r Type "C-L" Top 2. LADDER RUNGS SHALL BE PRO- va , a �t �l r ..I 1. i VIDED IN CATCH BASIN WHERE „ `lyt. with Type "A" grate HEIGHT OF STRUCTURE EXCEEDS STREET LINE R,❑,W. 'i7- `' } aj '�'• ''yl`* r, �; 8 FEET. w V. r I A h - .X �, i°, 1 j ' ,', 3. IN SANDY SOILS APPLY DAMP- , c ; I ? F q », +, PROOFING ON ALL FOUR WALLS i 1' �� ` , . . - r ',, I 4. RED BRICK NOT TO BE USED. L? x •r ;� ) ^f 5. WHERE PRECAST CONCRETE UNIT VARIES - " - 4' - t% ;', b ,Ii' IS USED FOR SUMP THE TOP OF yYV+, . ;' -_s THE UNIT SHALL BE AT LEAST MEET T❑P ❑F CURB, ❑R EDGE OF 6' - 6' 1-1 6' BELOW THE BOTTOM OF THE ,V PRZES 1/2' SMOOTH STEEL BARS PIPE OUTLET FROM THE CATCH 3:1 MAX, �' BASIN PAVEMENT IF NO CURB EXISTS 1/4':1' RESIDENTIAL_ �, 4'XS' OPENINGS 2a' 6 WHERE MASONARY CONCRETE UNITS T: 2' 1 SPOT WELD 2 EACH JOINT 3I7 CURB �i ARE USED CORBEWNG MALL BE f.-:- r ..'•• �'• y, F ,, I i I 1 I 1 I I I 1 I PERMITTED, MAX. CORBEL TO BE Y. f I i, r . 4 NCI PROJECTION SHALL EXTEND IN- T ` >. 10 �` 36' I SIDE OF LIMITS. /// +# tt`=I. a' r- 7. ADJUST FRAME ELEVATION L , MATCH EXSISTING ,,_. r 1 TOP MATH BRtcxs s" To 12" 4 T❑PS❑IL & SEED - -GROUND :+q = '; 8. PROVIDE MINIMUM 2'-0. OF 4 TOPSOIL &SEED -,1 "' ! COVER OVER PIPE AT BELLS 8' PROCESSED OR BANK RUN GRAVEL `{�r *11Nr11 �ri 9. PROVIDE 6" OF 3/4• TRAPROCK MEET GRADATION OF M2.06 GRADING B �;!> - t;-� q?' UNDER EACH STRUCTURE AT BASE. OR M5,01.1 10. TOP GRATE SHALL BE SECURED e, I, .. h, . 4, , TO FRAME. 5' CONC. SIDEWALK (8' CDNC. AT DRIVES WITH 6'X6'X10/10 WIREMESH) y,,F,,.4t ''• '' 'it, '/a i ;' ., TYPICAL SIDEWALK DETAIL E'`r .., j NOT TO SCALE NOT TO SCALE im-,-Vir _,�,, � .� , � .. . . . . � . � . I .. I � I . - ,�, Lq, t ! 1, - }� 'g �'t1ahC_;"• ''tr JI 2. ,i i Y * t -t >, a j'. t K h q ,a Lt j �t ' }�" q ,• { i,' 7 "^T f ��`'+ -•. .. 8fi0 291 8755 COMPILATION PLAN PREPARED FOR & �� I - 11 ! r. F4 ,L, t '. � __ , �, �' 1 . } � ' ` �.� ,j j I p ��n(� �j WHEELER ESTATES SUBDIVISION ,rtt(:r ��.,{&rof , . tr:, rat SNEET U ki�R;' ., ri �^ ,i7°• Y° t .t.3`y.jp' ��'g� ill rf,�.:+ r _.",:w A{Tr�Y „r'.;f.'b 9',`^.b,sl ti WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT } �: is 1in ess na s, c. nEsir m- rRS nPA*v..L47 r;A-IF�YIFn• (:PIS ! Civil Engineers • Planners • Surveyors ' CIS ✓0B NO. 595 1DATE. 619100 ___ 165 south satellite road south Windsor connectic:It 06074 DRAWNG NC?. C: 1JO815951595DETA/LS I SOUTH WMDWR CONNECTICUT 12" SHEET 1 / I I M! r { '' `ri I i.tES. _1 y sr.. , \`-- D ----- F___ C (BARREL)_ B SLOPE LINE-' I ��` 1" MIN. a- -- __ 1- --- -- -.- ------ WALL. (SEE NOTE 2) _ L !1 r-,TRT I F ')ECTION Y-Y DETAIL 'A' N,LS, DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. + 1 I j Z `�1 I ! �- a SECTION X-X END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END .--- I-------.------- -------------.---------- FLARE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT ONE LAYER ONLY W CENTER OF WALL DIA. A B C D E F R, R2 MIN AREA OF LONGITUDINALS NIN ARG Of TRANSVERSE STF£L SO.N.PER FOOT SO,MI.PER FOOT ____ 18" 9' - 2'--3' N-10' 6'-1. 3--0" 2'-5' V-3 1/2" 1'-O' 0.060 0.060 21' 9" 2'-11' S-2" 6'-1' S-6" 2'-7 1/2' 1'-4' V-1" 0.066 0.066 24' 9 1/2- S-7 1/2" 2'-6" 6'-1 1/2' 4'-O" 2'-9 3/16 1'-4 13/18' V-2- 0.72 0.072 30" 1'-0. 4'-8" '-7 3/4' W-1 3/4 5'-0' 3'-1' V-6 1/2' V-3" 0,084 0.084 36" 1•--3" 5'-3" Y-io 3/4' W-1 3/4 6'-O' -11 11/15 2'-5/16' 1'-6" 0.096 0.096 42' 1'-9' 5'-3" 2'-11' II 6'-8' '-5 7/8-2'-3 1/2" V-10- 0.108 0.108 48" 2'-0' 6'-0. 2'-2" 8'-2" 7'-O" 4'-6 1/2 2'-4 1/2" V-10" 0.120 0.120 54' 2'-3" 5'-5" V-11" 8'-4- 7'-6" 5-51/2 '-91/8" 2'-0" 0.132 0.132 60" V-6" 5'-O' S-3' 8'-3" 8'-O' 6'-1/2` 3'-11 16" 2'-0' 0.141 0.144 12- 4- 2'-0- 4'-3/8" 6'-3/8' 2'-O" V-715/16 101/4' 9" 0.048 0.048 15, 6" 2'-3' 3'-10' 6'-1' 2'-6" V-5/16' V-1/2' it' 0,054 0.054 -- FLARED END N.T.S. FINIS, GRADE �_ Aa�� OCR (� �� I I N � � � ® �® 4 ��7�,�� DoCA®®®®0® ® L;:N 2�N ff5j ® !- VARIES �,, 00 ® ® 1t-S1 ® ® 0 0 0®��® -- ° DED®®®�®Oa In ZN D In ® ® ® Imo! ®®t D a° 0 ® N ® ry�NI ` ® ,, PU 0 0 ® ® UI ® ® I�.I a p 1� ON � Slv3��a v °°°` - ----- ° ° 6"-0" DIA. -- 8'-O" DIA. 2' All Ar( DRYWELL INSTALLATION DETAIL NOTE: DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST - HEAVY DUTY OR APPROVED EQUAL NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a h f h cover smooth flat contact of fit without an tendency or the a . Y Y to rock or rattle. ST ORM MANHOLE ALTERNATE A 0 E] 0 A O (o O O� 0 ff @ O .. 000jo 0 oO@� ❑ o ❑❑ ❑❑p,00� ❑ O O uooa , 0,X0'O,❑�OL/rl0 o Lio 0 LJO0 23.875" Dia. 1" I � 1.25" 1.25" 0.38" 1.25" 1 " I F t. 2 5 0 75" 0.8 5 7" 1.56" -i 1" I - -- 2 - 1.5" Dia. Hnnrllinn Hnlac TO GRAM WTH lE MAI IOIE BLOCK 2' BROKEN STONE • ,d ,... w M�1, yr k,.•. .. ,r;-:q - i;4' r i�' -"� ..�....-4• ''!• :•�d - _„}�t� <'.''ii',ci �' �J x - - y�y,� *ir•. r' r+..: '�,..ei ..i a- ., r�i'?t' '+f: s. - '; jir.-y..... y.�, .•1 }.., x `t -. , . �r . b :,t"l. - 1 :n r . .� .. - .A _ �, i'->�.. i. .x:a •I p 45>� •�•1` �i' 1y ,`,t > IF -1. T¢ tl s r 'E r'• . K9, `� Y' `. , f 14 t�1 f ,, , .,.•r r7 t y 1L. ., a 7 !, t%,1. t A: 'fit A ;.1 t �, I i ` s t yj� b' p- .1 , , . ." '4F. . 9 r t, . /., .. I' k i°!' •Y' .L ?_4 w ° `r., .',j,�*. F .r ,. fir.11 i �. 3 z , T. i�, i '�s M' r. -"t,. • art• �'i f- a S• �a� k, ... 7 r 7i" 1 .r -;j5 .h - j��. • 6 r r •I l r I I 3... , ,,: ai . .. i► . ♦, .. . ,, . - - y , , .. , -..., .C- .. � .,. r •ery ,fin t 16 1 . -. ,.. ,. _ ... r- .r .. N ] - V. , L - ') .: J J ±. ,t ';, y" :, , ;. 7 ,.. f. S•' - ...., -. ... ... .. \ ' ,. . ._ '..�. a. .. .- r - � �.• .- a. a '.'1-, .^�. R R... „ 1• 111 .- t M -,t -. t a Y-. a ,�1, e, --i d •s � e ' i' ' •3 - to t`.'�,�� '!L'. rti J'• q t ] f <' i s i i' Jv: i X c 1 �t , 1ps r-T - : r.. ... , : , :r'. - !' r,.... r - yC... - .J k, t ?k.•'+ _ iS'�" t,.. . ti. r '+' 11 xrJ'4'• ',.,, '' j.•A.,}3+. "!. i ..,,,..,.t ;. ,-- - - , Q �Yi -,+ r 'r, . 1':. ,,.�. -. s ... r _ ., . k I • .K-s,r V 1 x'...... r Y" . �'e y� a- ti ?` - y 4 ar„ , - I.. �`.:•i% r '`' - - - - .,,'.--)..>.r"'1'; -r _ wr: t`•"t. 31, r�� t, r .,y. }� tar ".,• w .: -.+q'r iK r1 - 6r{, •,...:.,• ' "��4 . ' 3- r?yt"I_'�' ' lYs."'IC.!1C �` .'' i3lt•3: DETAIL OF TEMPORARY SILTATION BASIN OUTLET ;. , . -j. , ; ' I *. . h ! _ _ 3x� aJ. ri �,' . ,a' ^ F,�., t15. .,... r ..---r'r..... fr ✓.i '.-.. _ ,.. _, , ,_ .., .� I. F :' 1r✓TL .. e. �y • N. ,<f ,, 3°$",. :,.k d, - .. . - - c - - -'. �a ran r'r .�cii n n ,� l,., a: t '�- + , ' ,i,. 3 �'- ' 4 -. n ' ".,r':i. skr -;. '^Jrt .r•i(':.. ;� . ' ,,,}`!. �- i' �' t' '' •.; - 't"�71f, ,Y. fir. TO BE WRAPPED WITH 2 LA'T ERS OF MIRAFI FABRIC a . ty"f r;% .,1, V' f"yG;_ f '_ - .;1, a " M1y SOLID ADS -1 " HOLES TNT INDENTS F PIP „ t T+If 4 SECURED WITH ALAYER OF HARDWARE CLOTH OR �, ! ti?r g§ s .a _. ,r ,. - sr,,' ,, DRILLED 0 NDEN S 0 E r �-f �•. " ', ".: • -.#V,� • .. -� , �• � , : � �� -Wf. • I , „«x- ;, 1 ' 1r, . I t« ';k,. _ SIMILIAR MESH. _ _ .. ,ttr�v.r, raj,¢�¢ -,jti' 1 «�t+•c ."�F!?,�I+ ' 3'` }.�1. a , a^i;5 ti .d . 113 ... .v .-,P. :. : .. - ';^iy.t( ,},.'(�.� r --^� . ' :., ,. c �. a- �` r�r r` 4 >`��¢��y� w ul a� y� ;., {, { _d/, t ",„.f?T!' r dq .i !- r , t"f. -,i trt'. r_ �, t. s:}' `fin .7•v "ij" D„ r,,.d y,{ ;�. PLAN VIEW �;:.: 3.f^.. - . r �, _'�g',4�tF-1 "#;i .* .. r �t;. .Q4i �,::, ,: •�, >` �'Ti�? y -�1' 'Y7- k j n3.` - s°]!"C•, ••�r fit. b a 7r': Yv4,.,: a ;:i+. . F. .. �•d,�pySp(RL� ' y,, ,�,f ,� � _ iy� __ .. -,,. - si . a e v� Ja�,� s. !, -. t s-t. � wt:'ti" f,,,' a.G, ': '.> 4 '1'ir :vw. ,] 1 .t; ('/'4 r•L4rs� '''. v. wa'n7-{, .. 1'e �•r�+... •� ti"'!�' "'3M1y.�'*!y f.,. rt ", .r"i i% fc:• E dr i'rirk :1 - .-,,, 7 3Yy � ,. .i.r ... .b r r: , a' F ,r.1 .. T'" y, -�i , f c., .� `7; " ., •LrY,. h,'(.:, {+ 'i ..�?_.,.\ . ,kr�.,. 5�.' . z. K n u rs " :�d`.1,, r.' � �,,.� 4 � i� sV ;'� y 1i; � .,S t �Y J �,, F y s t� '� � ti e ,, r� n t m ` , ri t i�•: ,-�� L t - ;L/rF r rw ,t 7 s•' \ <, - k ° r s f u.✓ 1 1 •% ;rr'. �„r ° r,, t� ,) 1 - �1 s•.-k' •1; jy i ? ,4 'M' '�$ ' T'r ;` \ a , " ,fir . nfr" I ray" 1� r s � i ,;' T �. �i a":. 2 FLARED END ! d'r'i" i�, �_:. , - r] r�, �: r _ , ,+ -El ant n '"I r� `r ;♦ t, a SEE DETAIL k.5 k��° l,r � ,x• 1 -s is . ,, , .. - "": `'` ' �' 7. k} ` ,ti 4 1 E 4- to 3 A <.. _ } jig 3 8" PEA STONE AROUND I T' err F ' �-� 7V4.1 1 1,s�. RACK r :r:. to :.! SI: Y -.el. i " r, s r•�. •�:' •r,4 �rrF'LZ's-X I.;�.., �. 15" ADS N-11 "-q: t u " « `4r .. !,"-+. ,;3 -+ CONNECT TO 0 TLET STRUCTURE FILTER FABRIC f`' ' 4' . s I "! y (M RAF 4ON O.A.E. '..,. �.�.„-.,.n,.�: r, SECTION X X ) 11 " +4 '�' t (�, ♦s .-yt`+, k s¢r b ,,.Y�}t�'"�' *e - , 18• INTERMEDIATE RIP RAP -� B• GRAVEL , fi CAST I R 0 N C 0 VE R ./ x.,, :,` j r F:.., is r'; 3., -..{{. 1 ,: 4t'a 1.125' 1 I-- 0.5s" --� 0.56" -L 3.6875" 1.50" �.1_035 " 1 7" DIO. 1.94"--- I----- --I SECTION A -A ACTUAL DEPTHS 8 MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. ALL MATERIALS ARE TO MEET 60' - O' RIGHT OF WAY - MAJOR COLLECTOR CONN. D.O.T. SPECIFICATIONS 50' - O' RIGHT OF WAY - MINOR COLLECTOR FORM 314A AS AMENDED 50' - O' RIGHT OF WAY - LOCAL _ _-_ - 30' MAJOR 30' MAJOR COLLECTOR COLLECTOR z 25' MINOR 25' MINOR n COLLECTOR COLLECTOR �_ x 25' LOCAL 25' LOCAL W W OI _ N 13' MAJOR COLL. 17' MAJOR COLL. H 10' MINOR COLL, 15' MINOR COLL. 17' MAJOR COLL. 13' MAJOR COLL, 12' LOCAL 13' LOCAL 10' MINOR COLL. 1' 15� MINOR COLL, 12' LOCAL 13 LOCAL 1 1' 4' CONC. - 4' cONC. SIDEWALK SIDEWALK S<Op� SEE DETAIL POINT OF iz' SEE DETAIL ✓q,Q --- •r . �- APPLICATION _ ffS 1/4-V 1/2'11' _!6 OF GRADE r BIT, CURB it' 1/4' , F S� a 3r) 3/8' 1' 3/8' , 1' 1/ f •''IV 1147 f - - R 4' TOPSOIL & .J I /SEED PSOIL & es SEED 1- 1-1/2' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP 6' PROCESSED TRAPROCK BASE = SURFACE COURSE (COMPACTED) AND RESERVED FOR (COMPACTED) MEET GRADATION M05,01-1 u 1-1/2' BITUMINOUS CONCRETE CLASS 1 HYDRANTS, 6' MIN. BANK RUN GRAVEL SUBBASE BINDER COURSE (COMPACTED) POLES, ETC. OVER PREPARED SUBGRADE (COMPACTED) FOR LOCAL ROADS IF PAVING IS DONE MEET GRADATION OF M2A6 GRADING B AFTER OCT 15 OR BEFORE APRIL 15 2' OF BINDER COURSE SHALL BE PLACED. 2' BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND -2' BITUMINOUS CONCRETE CLASS 1 BINDER COURSE %COMPACTED) FOR COLLECTOR ROADS TYPICAL ROADWAY SECTION NOT TO SCALE N 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY 0 0 o . LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION ALL EXISTING UTILITIES SHOULD g 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. N.. . a `♦_t r, } Fa ti gr ''+Y „ y r�1I. j " "rr{a�.. y �.'�';�"y{•',• �'o t" r <" y - : -4'rc s. - r, . . r . 24.50' Dia. 0.75 `� ;� M 7•-.ivl E -` 4 r ;.- t. 1.5D" 2.125" 1.5D"L ta' A,fI t :i* � i ,. r - a1+Y ",. ' - AM Ly ^A;, +, <, • h - � ,r - + f t -f21. 5" Dia. I ?T3`N.`'�1p,tt't Tyr* M# •a r IV y y` ., I -i 0.75" •TIC �j <•, 36" Dia. Y* 7 . r 1 j fir, - a T* . 10' 8 7 6 4/24/01 REVISE SIDEWALKS 11 9 00 PER TOWN COMMENTS 10/31 /00 PER TOWN COMMENTS MHA HWH HWH REVISIONS 5 10 20 0 PER TOWN COMMENTS CBS 4 10 9 /00 PER TOWN COMMENTS CBS 3 9/25/00 PER TOWN COMMENTS CBS 2 8 24 00 PER TOWN COMMENTS CBS 1 7/24 00 PER TOWN COMMENTS JAZ NO. DATE DESCRIPTION BY .,. ,.: �, a `" /; :1 r~ r6 '�w i ry^� i v, Y, 48' Dia. c� `eO --------- . tir �• •S( � } q, 3 .T ,t r al L �a J 14 SECTION B-B _ : 0 , "' s ii :, ` • , x f4 �-_- ENERGY DISSIPATOR DETAIL r�rt CAST IRON FRAME t�, :� - SINGLE RIPRAP PAD „ ` r m i - N.T.S. '• 't :,r`' .. I.._. /^\ ALL MATERIALS ARE TD MEET CONN. D.D.T. SPECIFICATIONS FORM 814A AS AMENDED .d a TYPE �K2r BIT, CURB,, �Q #, 4i+ ' ` NOTES, *, ') `� boy i - O' S~ . * n r'i ' 9 11 ` x *r - 1, TACK COAT TO BE APPLIED - 4-' ss I o=<1' y- i-1�< �i a* PRIOR TO CURB PLACEMENT AS GRADE AREAS TO ELEV. 82.5. PLANT WITH CATTAILS, FOX SEDGE, SOFT RUSH, GIANT R O.W. v Q ,. REQUIRED BY TOWN ,,;, COATING TO BE APPLIED PER BUR -RUSH, AND WOOLSEDGE. INSTALL PLANTS IN RANDOM FASHION AT APPROX. 4' ON CENTER. �9 { a-1i.� r a'i rK M 04.OL1d4 FORM 814 A r llt t CARIES ; I,, `'• ,'t' .aTy r,s -, ; . BITUMINOUS CONCRETE q" ^�Y� , 6, 4' '': UP CURB SECTION INSTALL LOW FLOW CHANNEL. BASE TO BE ELEV. 82.0 5' WIDE X 0.5' DEEP � i'i> �': t JACK OF vAL ,�--BITUMINOUS CURBING Tt SIDEWALK BITUMINOUS CURB LINE (BOTH SIDES) PIPE DIAM, A B C D E F G H WT RIP -RAP IN TONS 15" 10' 1 1-1/2' 1' 1' -'1/2' 1-1/2- 3' 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' 1O' 2-1/2' 1-112' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3--1 /2' 2' 2' 9-- 1,/2. 3-1/2' 7' 33 CONSTRUCT WITH 12 OF MOD. RIPRAP. :r , 1 PLANT WETLAND MEADOW MIX GRASS SEED MIX IN 1;. / - - r AREAS GRADED TO ELEVATION 83.0 1 �` `� I /~ -� � DETENTION BASIN OUTLET �.�;r DTH VARIES��-ANDEXPAATIS]DEWALK LINEJOINT AT CK OF CURB -, //, /h /� / !! / ~,_',/ ,_` `�_ 11\ �;� STRUCTURE (SEE DETAIL) / Iti t' // 08'37'49rr / � / \'\� I (INV. OUT'\83.0) EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE /' / V /(T / ! 7 / / ��- \ \ i 1-1,," SLOPE NOT TO EXCEED 1,12 •.~ 5�t 1,- 4' a:! r �,. GRASS «. 's :.i.• ❑❑L7b❑❑ / //� //// �` 1 .1 `� \\� ` ! \ - - `\ ^,\ f y L` ` `--�'1 I r V L. _ _L 3' MIN a ; r ' i c .f�.v ❑ ❑ ❑ �7 ❑ O 6" CT D.O. T. 2" STONE TO BE PLACED / ��y / / / \ r ' �T, , ` � a },el}� 3'-4' MAX�!!r';,; " t X.r :• 1 ❑ ❑ ❑ ❑ ❑ / `. E _ _ �S "i 11 } r A� \ r h ,W p OVER FILTER FABRIC MATERIAL / - 1 H1C « B.D. is ; o ❑ ❑ ❑ o ❑ ' R R ' , 1 _ r R vE ! \ � ! ` ` ` A 6 -. -\ '`'^ ❑❑❑ ❑❑ ' M ! ' ! ;, �\- "\,ma y . �.. ': ".k ". - i ". , El 13 13 0 13 13 // ( / / / - * r, �;. , ❑ ❑ a �C] ❑ ❑ I N !l x/ > /(//�//y�� X ::� • err FINISHED PAVEMENT LEVEL-4r('' ni'a� Kt .ST A , � t ,, L4 Ar,❑ ❑ ❑ �.l ❑ ❑ ❑ �� {// '^ ,C.0 {1 7`•�/•• • �`/ `T.O ` �('• /{ / %,/� ',r ' I .J �: EDGE OF PAVEMENT \1( / '� O / a `�' - / � O,G- el r SURFACE SHALL BE TEXTURED AND i '+ a+' / I / / { 1 �J y J I! NON -SLIP b at T y JJ / ) ` L' ' i A sr+' � ANTI -TRACKING APRON I III-h '* : t x ti , I "I - . DRAINAGE DESIGN IN THE VICINITY OF RAMPS °NQIL�11�, fC " , � i��., "l-, .., �_.,✓�'; td I IM V: 82. / _ / ~ / � v�`/' / r r / s .' s' , SHALL BE AN INTEGRAL PART OF THE RAMP *° �;-,+ `t^ - " / / r - - r N / DESIGN. NO DRAINAGE STRUCTURE SHALL BE yl .,, l �:. , T ^ ,� * 7=F 00 � / { / , ;,.+1 PLACED WITHIN THE LIMITS OF THE RAMP A- - a t:'WA fit. � (, N , r r i. ""� �� / / yS" .>< F ,I k' j: y .^+- � �' ,_.`• ;- .me.µ ,• / •*:- ! / ...' -- �` - - �� TI / / v , `r '�-�z _ / - "'� 1_ .a.,. /� �/ , / / 11 ..;ice , LAWN / STREETS I' I - r� i ' / r CROSS COUNTRY PAVED ARE4c' , _`N _` t .i;; t, .,% I .';` ' 1 > i I / � --"'r N ' ` / ' / r}` .4• a TOPSOIL k SOD OR SEED - ` F*- L. �/'� / j ,%/�//��i/ MIN. 12' MIN. 6, MIN e. . ( n. . BASE AND PAVEMENT -''--PER PAVEMENT DEDC ' APPROVED GRANULAR NON-4I ORGANIC BACKFILL MATERIAL` PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS, SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8" DUCTILE IRON PPE SECTION .. ,'N AP11LR M!'111V -TRENCH SECTION -- A. v ,/ I /' r / 3 41 / / 1-1 - _111 �!, �, : � , _ �, 0 �; / / .,; ET lL .� '' ]11 tom. 1. r � R=2•• II (SSE D I - -- --' _ °:]�: ; ;;,,,�,' , d t a:' x .o- ! r , (!) Cn LO , --.A- � ` ? :_� � � � ; ''�`�} H*. - ti ! �� , ! (� LIA O (� --ham .• �� ,--�-.. , .. ff--"- + L f p ,td- "4 •` i ?S 5' ! 1 • i I �N I • (�'1 1 ''''ry-l',< Y. / / - - `f '-j.. Y^,\s.!t`J'• 1 '<:! 6" 1' 48' y, �_ r ( as �! ?_ iT►" �� ' - _ - N-1 - CFI 1 3' ''/ / _ _ __� --- - / _ - ' - - - - !,! , r\j CrI �[ , Ao _ _.1I�s�dtyy 1 � _ _ �_ �, m �i / `' o _ 1 , r= ' L;&1� _ / r •1 -r , I. - - - ' I\f r , \ I r� / - 6 - - t - -i' i _i �' 4' TOPSOIL & SEED _ - '' / '�``�' I P r, '�- i 1 / �� / ,/ / ! _ _,' '^_ - it v'. , - / ,A I / - - !- . O I ' I , / / ,�, 41�/ -1. �r It 5 �s,7s ® ^ 8S I I ! \- \ - ' \ r. ` - - - -� / / / .' , - - / ;"'r r 4j .1 r-� ,:.ry,�.. yH �R . I �-D_RAINA6_ I1), ARY_ '' / q N 1 E A S�rh�N T� Nil F� -�F ' w - - - t' , / / ,'l Oj 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 82'2S / ` - . � / ? E I �, __/ ` r ',' / ' - : w 9 y' , TOWN OF SOCJ �h J t .. • i' ,%�: - . 20 1 1 /2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 T � � �\ r A V ` -_ - _ ' i t, , / i , , � IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15 2" OF BINDER COURSE /' _ r - SHALL BE PLACED. /// / (_ �1 • 11 Y I ) 1• l` \ \ \ i'. • _ ,C'f \ \ p ' 1 I �� (I I I�II� I I r I I I �IVr I f r! I I I �� j i 1 1 � T, I T•� �3 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 % Q 60 // t ` - { ; )' \I N/ V: 80.'O °� r ` L - r t - c� 6 PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 /' %% � ..00 1 - - % V ., I rlrc 4b Pi I I NIr.F Pnni a rr' �, r i* / / • i '. B a .i !* }C 1 I . i BITUMINOUS CURB AND -.; r11 k ' r `: . PRIVATE PAVEMENT CROSS-SECTION ,, � 11 '' ,, 4. _._._ i � INSTALL MIN. 12 OF TOPSOIL qti r+^ I ` . *, '�"a°;:T :, ,a7 AMENDED WITH FULLY COMPOS- ; R>t y� \, � ; 111- . - ` DETENTION BASIN DETAII',' TED VEGETATIVE MATTER TO '' PRIVATE ROADWAY TO CONFORM TO PUBLIC PAVEMENT !` T r= r( ' CROSS-SECTION FOR cRoss SLOPE 1 ) ) 7 1., aJ �. - , r , COMPRISE 3 0% O F THE I 7,1 1 - %li ._ . , , I G- 0 nYy � + < ` LL .1 q .A,'-t��'`'.. TY`, t y 1' •i`'�Y 7 d?r'1F''' -(- Y _ . i rd ; u L r : f 1,. � - �' .' T A V 3.r ;; n R<y�. ,' ,� TO L OLI ME .�� :; ,•� - . , . I, ,• s�� .,,:4' ..-1•b', I a*' _ , �,. L`: ,y' t.; i .i:. ,ti.i ky:i ',l• I_.- / }i .. A r , ,� , ' ,k; 7 .. 4 ,, � a d.' " '.� :fc- '.r ,... :r. •',. -. ,� , . ;"t. .-- .we.,,. , .. .. . .,. s ' ir• ,. 1. - K'. _ i. _ .v wig r Y , `�. 5�jw ,_'1 J. {. -;' -9 :� I' .':t'. _ -r + r. �. ..,, i, - i,� "'- ^ !�" i 4 �y 1 I i - a'. - t...` .sit"?,. .>.• .: i - . - ) _ •.r• 9 , 1•. i' . r • a Y �%_ yy�, L lam. 4 , } ak., ;, .'t 'I, .. .4. a1! •rt, .S- .: .` _..i. , ., r - ---.-. .. r. .],i. - <. -.-. +'�. - '.•�':''?+.:vk .k4 ..;Iw' '.'.' cL!, ';. w" y, - �: s 860 ?91 875,5 COMPILATION PLAN PREPARED FOR _ SHEET 1.f `- I �`11 r'; ,_IX':. e ; x a'"`i►g►- `' WFIEELER ESTA TES SUBDIVISION � �T P ' `� ' " "� .. _ / ; . 1 Fv ` 1 e s i g n WHEELER ESTATES TES SENIOR RESIDENCE DEVELOPMENT I , ''' i ice. "; , �'r i ,r: t a 8 ~gin �� f�,xi�3.. r ' rofessionals Inc . ," t, �,{: ■ DESIGN. GBS DRAWN' ✓AZ CHECKED. GBS �Vk&e��eY I[�®�� >I�a$�u �$u'��$ y V -,., , � ' .. r',a. %' a . " i� ✓OB No . 595 DA T .- 619100 1. Civil Engineers - Planners Surveyors • CISI 1 165 south satellite road • south windsor connecticut 06074 DRAWING NO: 5951595de tods2 D WG � � WIhTDSOR COrdATFCfIIC>U'd' W 0 - )4 =ten 98 au. I 80.00 0' n C a Q 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2• ALL. UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/5/2000 PER TOWN COMMENTS GBS CONSTRUCTION. 1 11113100 TOWN COMMENTS HWH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE MWPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ,ENGINEER/SURVEYOR NO- DATE DESCRIPTION BY . u:. .- L ,.. . ..-,.-. �, `y,. _x .r .. .].,. ... .. ,. .. $+.' ..- ;`Ss 1?• h?Ji. Ji.. '. •,,. .'.Pi_. r> Y. . 7fb r �v+`.F' r YY.. r ..5. - 'iP-- $ ■.. 'a+r;iy ,� .. .'r '+6 .(�'•f- .. .^',. Y_ - ... ..{ r .. .•_ t F.. ,.. ♦.. .. M.s L bq.tl '.+t.' .F. L >[> ". .• T �v ' ., `. �. .L ..-: �. 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VC r>_ O :D p Z ro rn rn Ln obi r N N j T N U) O ao ANGLE STA. 5 POINT CO> 07 U Z c= 2 4x AN LE POINT 00 > N rn N + ' ao �� o rn ELEV. 1 4.00 nn EL + V. 102.0 — v w > 4 o ao w -- p ": m m I 0)- w w ^ 0 ANGLE POINT m m ELEV. f 00.0 4.x O 00 > U Aw 9JG„ 4 4u EX\S ` t car` 122 �F ,L ADS 18 5=0.9% � •� ��.. H u Ph �t `i.F.Y. f TI go Lp' 18" AQ 5=1.70 Aos s>a1 sz n 128 !�! L m •`,#' c r ✓ llfil ,+f: �T k .Y n O rf7r•+f >'t :' M W N O r7 tC) c0 rn M c0 00 O c6 # #E tx O d O M 0) 0l cp O r Q5 � N O O 4+00 PROPOSED L U` LAN[ y: •i. L t - +�� `'irk �!° •�' r " C ' 9 m H � nRi 1=4 "j+ GRAPHIC SCALE 0 20 40 — 80 ( IN FEET ) I inch = 40 ft 5+00 (7/'F N TIER 860.291.8755 �esi n g rofessionais, inc. 1 Civil Engineers • Planners • Surveyors • GIS 165 south satellite road south windsc/ • connecticut 06074 ::, G°PROFUL SUBDIVISION PLAN DESloll.• GBS DRAW : GBS I CHECKED: GBS a/08 No.: 595 I DA rE, 10120100 DRAWNG NO.: C.-AA✓OBS\5951595-90F10.DWG WHEELER EM TES SUBDIVISION WHEELER EM TES SENIOR RESIDENCE DEVELOPMENT WheeRer R oadl a Smith Street SOUTH WINDSOR CONNECTICUT SHEET I I I rj.. !I ri DATUM EL 75.00 r „ .-.e- - i to 1 F '� ^6. .V ) -'s ..i .. ,i.. -(. .�, r.. ,: .. .. r' 1- 1 -- 1' -r., ..0 $" N.'" .rd, wZ'i, S. ro •,. • . I f - t .;j' . it' ... Y . +, _ ', lC , a P • p ,�yy d fE ' 1 �� Yri��Y. .Y�� s.r .T.t.ef• �... r)•.r, :4"") .:`k .) o_:,.: - ., : .... ...r W .- .; . ' .d . j' r• d. _ _ •a- :-rA:11�• .. 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L, i. ;h .1, 7. ,1�i4� '� m I 0. x �!'�' __ ________t - I I - S'V -- V O." - ---�I - I - I -- --- - - - ----- - I I I ____+ -- - I -.-i I .. i� 11- �_ - 'r)l 01 I CJ t0 4�-I -- x ?�`-zi 00 �FI�(70 M _O O p ?�r* O"&� O O O O rn 6 to KiI -1 J 00 c, O) ai 00I n , nr• .. ., r, - _ _ - - - . . PROFILE o 0 n 1• UNLESS OTHERWISE NOTED. EXISTING UTILITY REVISIONS r, o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE -- 0 o INFORMATION. ALL EXISTING UTILITIES SHOULD o 0 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 1 4/24/01 CHANGE ORDER /1 MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/05/00 TOWN COMMENTS GBS CONSTRUCITON 1 11/13/00 PER TOWN COMMENTS HWH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION QY aar �t 4; 1 5•V a oNt , , ty AAm 4+UU J+UU ��tt es. ra;j�lrJ'11,7 'S-.." 11'T� pad Mt -' - - _ e t d, Y. PR P 0 ST oR� � E WE R G �i r k i1j `I, '�� 'Xd Z l't), Y , h.. ., zi n,p,.. HORIZ. I"-4' VERT. ,w ,c �y -� t . '4 i wi. S s as '3 i�1r g ` S f i t' .a x d' 1 _ b`n �_ `gas , �y �.r . t. z b ii,v.`� . n '. a. A ♦, > s , c W i �. .. e,t,'!Fs..,_ _^.. �. s'r.zta W„xr_.., + •' ,�.;' . ,.' .. - .. 1 11 , •. 6+00 860 291 8755 GRAPHIC SCALE I 1 4I 0 20 I ,� ~ Qs1uI i1 IN FEET , n n }q cyrofessionais, Inc. `1. 1Iti �K : r- s: ■ 1 inch = 40 ft. I Civil Engineers • Planners f Surveyors • CIS 165 soutr• sateu;te roaa south windsor • connecticut 06074 104 92 :R 'A_ - . . . 1. :, . - , .... , - - t r K .; - 4 yr l vr. .; _.r -i .,, �s • .A, ` Sr ray, i,i _L b +, •:s 1. r 1 h . 4r v'-r a.,,� .r .� T x!a sr+ 1 �.• �" �^�. 'A r wg F 1. ➢ ..i. @ n 1 r t,k:.. ',. a,, ,-:. ._�t4 :,; - .. . .: .. .._. c :...w. 1. .. ,. .) ± .-. - .. ..,t .>.,, ,� ,••i+:. !. iy..r :.,. .:.1 �.r . _ , { _hr S e a Y } .a ., n,. C£`i. !', _'$.!•. �}t.• .;rah. E:. p ..} A r,-:. >+:,- >. 'xn -.; ..e. .r i ra>r" ji.y,��'.' v�� y. �5 I. :'t -t. ♦ 1>: r. 4 ,# y r d ,,. ri i•„'. r .,"ti ,:P.: #1' "�,b' .. is .'�/ n .,.q'.. �T•y, :l'.'�r/ t.J�". :"Yt•,[-.>•i Mr`.. 1 - :i :'1:..,4 .". - � )` -� r: rA; SHEET O" A ,�; ', - - N WHEELER ESTATES SUBDIVISION � •, ,C,t _ i SUBDIVISION PLAN WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT 1 U DESIGN: G85 DRAWN.- G85 CHECKED: G8S Wheeler Road & Smith Street X29 NO.: 595 IDA TE: 10120100 I 1 DRAWNG No.: C. AAJ08S \ 595 \ 595-100F11, DWG �v a' '�O'� CONNECTICUT i 'r , off AICL D�C/S71N� P�.�/T "�T�,l.4tL. CT/cam✓ AGI"i I/��7Yi� ut-9/,STI� 4E;CJ 2 .s ya5r_6T.g7-,,t rcr, CTs�P� - cc S. �9G�A1� � ti/�s, _ - � �'��T/rcl� ��f7E�l.� .5cf.�la'✓.�c�/ O�Ecr - ��ycV,S/�iG� C��1G2..�PFq�Lcl7i� Site Landscape General Notes: Proposed Wooden Deck: The proposed wooden deck off the CommunityCenter shall be designed and configured to preserve n 4X4577A4 f!- �ti/7'/� _ - - . � l�T/�YL� G�V-S/TE/�i7?T /x -, g g 1' S e and / or ♦ • _ inrr)rnrNrntP PY1Ct;no, cnPrimnn rrPne onrl nionr mof nr. nl -*•- - �T ��1i�►✓N, ..., .Y,,.,..„ .,u�...,� ..........,.� a.,u Y,aiiL 111a«.1ia1. A}CLLW 5'llThf STET Community Garden Area: The Community Garden Layout is Schematic and will be adjusted in the field to preserve and A5d-:r l accommodate existing mature specimen plant material where possible. �c�UT�TE E� Pedestrian Pathway: Pedestrian Pathway, ( See Sheet L.2, Landscape Details ), shall be layed out at grade and field staked to avoid / �� the removal of any significant Plant Material. This Layout shall be reviewed and approved b the appropriate Town Staff rior to the �!�V �I h i _ ` • _ commencement of construction activity. PI YP �GE!5;7; //frtl �UF�i/ Existing Vegetative Buffer, To Be Preserved, ( Typ Q / Planting : For Applicable Planting General Notes, Landscape Construction Sequencing Narrative, Various Lawn / Wild -Meadow / - Detention Basin Seed Mixes and Appropriate Site Im Improvement Details, See Sheet L.2 Landscape Details For Typical Residential E�C`Tl•�(l7 E.��2��eEEiS( ,. � � 5 Q' �P ( P )� YP • . • _ _�r�� fi _� _ Foundation and Screening Plantings and respective Plant List, ( See Sheet LA, Typical Residential Landscape Plan 1 All significant ,- - --_ 14 i - . � • � v Proposed �Nildflower Meadow Area, ( See specimen Trees and Plant Material shall be protected, preserved and / or transplanted wherever possible, as noted, ( See Sheets L.1, L5/7!!5LKSMA6r-e• - x�cr a Typical Seed Mix on Site Detail Sheet, L-2) L.2, & L.3 ). Lighting General Notes: All proposed exterior lighting standards and fixtures shall be in a size, style and scale compatible with the 21 Proposed Lawn Area (Sec Tvoical Seed _ _ -•, " ,`3 �o• , �y community's residential architecture and landscape features. Fixtures will be specified to provide the optimum amount of illumination L Mix on Site Detail Sheet L 21 C� �P for their design purpose, while avoiding excessive glare and designed toprevent ' g P P g b g any back -lighting or illumination onto adjacent • properties, ( See Proposed Typical Residential Private Road Light Pole and Fixture Detail on Landscape Detail Sheet, # L . 2 ). r Proposed 13 Watt Flourescent Architectural Wall Mounted Lighting depicted on this Plan are schematic and should be confirmed by \ A • • • •. reference to the applicable Architectural Plans and Details. k �0�fq .3 a • ,`� , PP } l ft 4. * ` • ;� �'� _ `3 Cross Sections: Refer to Site Details Sheet, L. 3, for Landscape Buffer Cross Sections; A - A', B - B' & C - C'. ' 3 + J, LX lea L V.f57,A.,q' f� j A proPos '�* ode _ coile �/ ete pob��c.c �i4� / ``' l a �- f , i /utC'.P\ �� t` . + r • -, .= • �,2� �- Proposed Wildflower klpndn"i A � c,._ ...,...,.. cam• Ca ..71•t: t '•' / "''alk --- --- To 13 ► , 7 P ical Seed Mix on Site Detail Sheet, I 3) / — royosed Detention Basin, (See Typical \ • r . Seed Mix on Site Detail Sheet, L 3) -- f - . 1.C�r,luun tsasin C hannel Plantings t See Al)o riate Plant List This Sheet 1 .fps np a 1. -1 + ' l P �.. .EB q (P TIf 3 -; t • _ ` ' , ov Ov 01 17 / rd /�1 1 /ti • T7 • _ • ! \ -7 /� ' �• ' /•• TGalello - _�� , b Ueneral � ite r l ant List - , - r • - f _-- _ 1 Key Quantity Botanical Name Common Name Size Corrunents 3 # • Tree413 s: Ee # 75 Existing Site Plant Material- Pine, Fir, Spruce & Arborvitae 4' - 15' 1Jt. Transplant r - • , • 'ti ` Ed 923 Existing Site Plant Material; Maple, Oak &Birch 10'- 20' I -It. Transplant Ar # 10 Acer rubrum "Autumn Flame" Autumn Flame Maple 3" - 3 1/2" Cal. B & B � � , '• j'; � - t 'arde bench s _ 1 Qr 02 Quercus rubra� -- 1�- Northern Red Oak 3" - 3 1/2" Cal. B & B3 t1 •` _ __ �,,+ :� •,r4` 1 !�T�, L p rr 7 F axinus lancelolata Patmore Patmore Ash 3" - 3 l/2" Cal. B & B LL �-,L� � � \ � \ Pc # 4 Pyrus calleryana "Bradford" Bradford Pear 2" - 2 - 1/2" Cal. B & B # �^p • . j ' _ I •* - ro osed Pedestrian Pathway' '• 6 , Ov # 3 Ostrya virginiana American Hophornbeam 2" - 2 - I/2" Cal. B & B Ps # 3 Prunus sargentii Sargent Cherry 2" - 2 - 1/2" Cal. B & B _ `� ♦••--��• ' Mh # 3 Malus hupehensis Tea Crabapple 2" - 2 - 1/2" Cal. B & B #ti 1 Ac # 8 Abies concolor White Fir 5' - 6' Ht. B & B �� u VO x�G • • - l .� YT Pg # 5 Picea glauca White Spruce 5' - ► • — _ b p _ 6 Ht. B& B � �� 3 S den Bene es - n 9 Pinus nigra Austrian Pine 5' - 6' Ht. B & B I , I `♦.^� _ To # 21 Thuja occidentalis "Nigra" Dark American Arborvitae 8' - 10' Ht. B & B Q • , % • t Rc # 29 Rhododendron cata�ubiense Catawba Rhododendron 24" - 30" Ht., 6' O.C. B & B - .. • • I ` � J 7 Vt 429 Viburnum trilobum American Cranberrybush 24*'- 30" Ht., 5' O.C. Container p �p •ti _ • �., �v, - 1 / - '' Iv # 20 Ilex verticillata Winterberry Holly 24" - 30" hit., 6' O.C. B & B � _ '^ �/' ` . ` , • � � 1 r -1 � � , , Cs # 26 Cornus sericea Redosier Dogwood 24" - 30" Ht., 5' O.C. B & B F ,vJCC 1VPICaI aeea"1•m # 50 Taxus x media "Densiformis" Spreading Yew 18" - 24" Ht. 5'O.C. B&B �/14-- ' Mix on Site Detail Sheet, L 2) KI # ]6 Kalmia latifolia Mountain Laurel 18" - 24" Ht., 5' O.C. Container J Ig # 29 Ilex glabra "Shamrock" Inkberry Holly 24" - 30" Ht., 6' O.C. B & B ' Existing Forest, To Be Preserved, ( Typ '• t Vd # 31 Viburnum dentatum Arrowwood Viburnum 24" - 30" Ht., C O.C. B & B _ Rp # 27 Rhododendron'PJM' PJM Rhododendron 24" - 30" Ht., 5' O.C. B & B l - • • , - - � N• 3 Rcc # 27 Rhododendron carolinianum Carolina Rhododendron 24" - 30" Ht., 6' O.C. B & B6 Pm # 27 Pinus mugo 'Mughus' Mugo Pine 24" - 30" Ht., 5' O.C. B & B'J�f Detention Basin Channel Plant List J J Jcs # 37 Juniperus chinensis'Sea Green' Sea Green Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B Jcp # 36 - Juniperus c. Pfitzerana Glauca' Blue Pfitzer's Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B Kt.,, �„ant:.,. Rntani.-al Names r . ,. .,.....-. � - t r Ground Cover: � - � ' •� ., 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. Sa # 20 SparganIum americanum Burreed 2" Peat Pot, 2' O.C. P 3 Ec # 330 Euonymous fortunei'Colorata' Purple -Leaf Winter Creeper 2 Yr. Root, 18" O.C. Flats ., Hs. # 140 Hemerocallis speciosa Da till Pc 11 2U I ontaderia cordata Pickerelvviced 2" Peat Pot, 2' O.0 3 y y 12" Ht., 18" O.C. Container / SI # 20 Sagiitaria latifolia Norther , ,- nead 2" Peat Pot, 2' O.C. � 5 � 5 REVISIONS Of L0:V�y HFr' MFiI a(I<IN PN — r- -- - - Ec i f ScNt` •,t n� GRAPHIC SCALE 1�111n1�� A�U''LSl�1UG Wt _ ELER ESTA TES SI ,mot • �, •f'� s i j Robert C. Schechinger, Jr. ASLA _ �1' �s'�n '� 1 w �xx�c� l •U c1 ?0 40 ei WHEELER ESTA TES SENIOR RE .. D£ ► . +. £1"T I 10 Front Street, The Turbine House Landscape Architect o l;� ' ; , u—'� r fe ` P O.Box 246, Collinsville, CT 06022 Master Planning i1;� r o S 0 als inc , �^ �g • ., ; 1 IN FEET) ! IGN GBS PAWN JAZ CHECKED C B_ I Road Street w�lea ... t t .. Telep'+ot;e !860) 693 - 102� Urban Design =sett ti o .•' I inch 40 ft. Civil Engineers •Planners • Surveyors CIS 5 �CA rE. 6 'c�c� DA tE ''ESC RIPTtON By. Faesimille: �86u) 693 - 4832_ Construction Administration 4��"ca�E ►a �., , 65 south soteu to rpJc sout� w ndsor connecticul a WING N� s af----50VIhWIdGSOF A I l E': * EOt1'I • ■ v !�r} 'mot /Y07a; • AX457'7A1/ 0,V-,TM /'Z Yl3E �TTTZIT.E.J feW-_AXE-COST GI�!L9L./�.4iv� ,47� C�l,64G/7Y. • ��-G'A5T' C.cwce�rEuvrT'�v�.s; PrTcn TbL7P�.1l. Ali; �.►s. ill n' 70 C/SE,2 L0z1ps C� L, "mil//S! �Gc oG G� `� J Gye4✓F� SUB . (flit I I I i III I I#Ifa �� 1�rv_T A PM \/ 1% (act i'nt�nwrPtP CirlPw"llz \.� i 1 t/ K 11.7 V a i \/ i W %• V %/ 1 IF Li 111 and Patio Pavers; Scale = NTS pop LIME — momcrVVI M\/Ia/ L4MIT5 OF C LIX 1NG -- -Tt2 C;FAVIN>,IG, 5I•i320L.N.% eNTII_ 6-Row Or TME5 Oil THE. 566 M-AN5 Free Protection; Scale = NTS �?�.1-. r�rz. NtA►�uFacz�r�'S Garden Benches: Scale = NTS r ca�OUtJD- r 1N"rl:p 175 WATT MErAt_ t wuPF- _'51Q1`4 SKsr-tom � t`vtTH Stt7t✓ Stfit1D5 � 'rb� \/1SOrL-- ,,,� I, F:1J6LJG 12 5Q FT CAt2VEA WCXD COMMUNITY StC44 - -i ^AA �erc.voa�s��4srLrT�� Community Entry Sign, Plan view; Scale =NTS /c1_3(7V,P: TD /ft 45:f# cYC/O ?Vr; YO � 7 iS' KS/1/C�/YT LO �S .fr//7�` fi/�JC�BCE i4G2J�1STs}6L� by/�[t�S1 TffE Z?7VP 141/lJ1ff Gl�'1c�iYTF/�CTl4Q C TL�'f �5i 7"t Q �/Q�US%71►4'X�C5/A9E/� �7aS f76 A! AV ?f/E f/fin. ...-,•,- . c, . �.oc �• -ram >rc i i cc•� F�SO /./�i1 / �ifl�Y/N`7�/7 rt--Llrtl/7�� L!/�1/'tGy/ 5 To • - /3 f✓A7- � if�i'YO i7YJLl�Ir//,el�l� C1.1/F..� PL�4TE . pis��tKE GSET�! Gv�a,4�c/o R7l,E, f��TE'f�¢�S/ �-Tt��y/MCl'hS 'ClIR� BITL�i1�J.f�CS �►�AYfAk�� iYcCh`/ _ TisE-E TG/Vl f/CE T/ eW- A/F�T/0V/47 f1f2' EkTF�vO 7,Tf ff (cW.clK77c+V cam'/��Cr¢T/GitlS . ��i1'fAC.�. �L-Y�� G7� f}�PR.rJ✓E!� �G3�Cr�C- �771CK/ Residential Light Standards and Fixtures Detail, Scale = NTS WCA;I'' A; SHOWN. SEi) %& A%A nu. *0 001A A N rAH r xl , rK;. -if c r1R S < A' 'r^ Apr lf1 'rr! •,1 ,. A r. Alin- REVISICNI-, Ivn r" 4 -F DE ,(� R1P Fq" CG'1� ",L_fE'L7,fS�G1_- FILLL- WITH APPRDPIATE WT 1rJZ1AL ,AZ V-CQUIZE-D nn'L_ Nil• c)=YT H /f:r.►c Groundcover Planting; Scale = NTS G C _ -- ` , �O �� Mgt 7, S cS�EC,/T/E, �1 Ljrr �/ T�f/CSC 0OMPAC�T�O � 1Va4C.zf P3}Tt/k/A),` >/Lli4"-11r' e�4 cG . ; l4Jallllll 72> ,�sry r�s�-sue Stone Dust Pedestrian Pathway; Scale = NTS Appiz1JvrfD HC�TICtJt�tr>cAl_ S DATZL Ir.IOeG>✓2 TOP F-�'vt -(F1E11 loa,1112A.4. Fi_-eNt 0= THM, 5F1i5r_1f:9C; IF APPtZOPTZlA.7E �!-1D�pp(c�17�D E3Y 'Ti-il✓ 1�,1J APGr tI'cNC 5�)U 2 i>1 TU OWETI ti Y Or� •rl _THC n V Es oo \\� MAYtar✓ 21=N1a�.-p SYSe:crGTly� ` THINNING TLC 8°J-AT�1Cr Z00T_ r.L0=3t5 1 DurL1�G -r>z/�Pr.A1`1Twc,.rtrrv�. GAIZP� 1-� - M*4. 2 FL r'- s� FL' 5M3T 4 APO/E f=7i2.ST: T' OF oer ;�/_3 Up - Tuszr.rt3t..rc�.r_-� 'X 2'K g' �M�1.J.) r-i�tl`...Da•V^V �i rH r - '' r�zl\•!t= �t I AW 3 �-PFeD✓ED r,nul-r_rt -- - - - --- � �1 F1U1�-IE.D Ci2A17� I wrrH 5r'FLIFIED )OL, M(Y,. = 1111 -111iN I tncx� TcmC._ 6 Tree Plantini; Scale = NTS r�L�t.tG � 4�.LL EE It�l E E��s till 7U 2AL_ i~ 1�'t CF- TT-1� FIC t�LANT I��J'P�PQ1o.r E ANT D?� A f3Y THE L �NG25CA� AJ<OfJ(y F{�t ItzT1 1 ONE IC D CF' HE WCGD �.1AY f NED t5Y__)eL15Cr I V '.-r-HNr QtWQ 708°I ONCE �-OOT LOSS 17L.1�11-7G ��?•I.'rSPlr.�.hl"f1NC�•-•--�. . ,� �\I A� NOTES' 1. WHeZE_ Ct-IC WITH A1-*-C-PJNJ:a C=IL.A7_n J(27 Ct2 r-iA DCt�lIr,1C, OF PITS tACIE5 Jr -kV 1_ I�ESC�E �,cAQr�lEp PZ ZTo r-itrnKjG. bQ� 2. P5(J_ C UOL 1511ae -:5 OF Z' CAL . O P_ L.F' ANP y EvCS'�.C-��e�C_ �-Q 7eErS OF 8' O2 l-E�S5t44L _ — 3T- r', �� hrlW. 2 PL-L Ti'Fr .CtY lt-tlS `3t7� y 2/i.,aIm T[ZFF� �1, S.DI�ICUCIJ.S G✓f=�.3"C�J_.,oJ,1D EYEtZ- GeaF_ tt TizFF'N GVErZ L3 'SrtAt.t C-rt NE D� MW. d'd fit' 3 PE2. 71ZEF- OF- TFit-_5,n1Zr_ Z64-1CqE, <t 'GLIY5 r /t,VMttZE _-Y G - FTznt-i15IT5 6,U1i1N3G, : jzeEE FN-- 3Yz'CAL_, y sTAe--_s IF McANTA. Pe'rAJ 5. DEr>SJL ME'1tTA'S Get -ter=. :- GXAMPLL GF Pt2�E.2 PL11.1JT1►-A�a METFi.'�D • WH EJZ `L 1�.'•TAI l� a AMID Si Glr=1CATtCuS MFFEf_ THE. LATrE_.' .sr -CALL r�rzc_vat,. C. GUT- eLJC'I.APi11.)D WIZfL eAz�_IET15 f92AM Top Ti 112 D CIF-' K' �7T 5- ✓ ; Z6.),A0V>5: ALL => (, Eric WCAF61 Fenm t3_X7 r L341_L_. --- - C11' %i c _ 1; 7 Cr'-! ii � = C,AL-.V. ',".lrzc-,iw1.5TED, F1Nl:�HCD C-,�_'FJi - .l 1 rf f'LO V 70Ji F�-L_ill= Clht�itiV�-`r'1rrC?•^��I'D 1.J011 1YVHE2E R_A),r WG P11-5 A2E DI.1C vATH AL1�r�zlt.tG Z� CE=S,QF_-A 1u"rA4,4rQLAwNQ 02 )A�1�1t�-,r Cr✓ F1T _nUZF310E5 _-HA,L iG 5�f9 D Pry TO F A4,rn )G - Z.CUT F-LAP FtZOM 7OF TH120 CF 2CQr Ef 44 _ , t� ALL AJ.1D Eu21_APPED � W 1zAP5 APES At.1D -f WINF� El-rT12F�Y �d t--1ZOM -fHE F-o 54LL C2 PLA14 r Z. [DETAIL MEAKrr AS GEK E� ED Pa it L.F_ OF' . PL..QiJ'r1�' 1C.:4T Ei"1•"4� 1N1'tE2.E • DErA1LAd.lp SF�Z..,I IC+N3 �IPF>:�., THE (_ATTE P_ SFt41J_ PJ 'VA1L. .a¢ pIw Ii --too PLL�i�1T►NC� t�iT �GICFII 1 t=n �(U I)�i 1� � "- '� "' 6'I�1tr.1. mix eu_r_,-,v c_c<n' C!,, _ -JJtL. Mix. =I- j 1a17CH AJha. r TUNA1Z=t5 FL{211vtert?�L Cr 1`L-A, . ,IC, RT. Shrub Planitii Scale = NTS i r J CWhcelcr 2z+,' z'SQU� l'_512LTw►�1,5Tar.lE �� , SICO.1 PIER; (ZHIGH). GIZLxJIJt� - n�a�nrrt=D t';:5 wA7-r r ME-`1AL• HAL1DE- SKI► fir_ LIGHT, j Wrrt-1 51PF_'5HIE1_0)5 � TdP V15CYZ. F7t4t--4-eZ> 4iP-ACF—, PLAN Fbk-- F11`415H 1 Z 5Q. F=-r �-Y cGj~ UNrrY 5r< ►�1� SiC-�1'�1 A2FA E>4caKI:2�111P _rn BE S+cUr.G L TT � C_q�-ttC Sr Ml -.S FLUS}-i W T_I_, s!c-t -T1elM . CO1,0�5 CAE-T��MWDED .-- • Il.�-._..__ , .-.�+v r-� �V � Taw G�/ ,.-_�I , >-1C C-aMr�t! �IATE -TZJ VN S-P:kFF Community Entry Sign, Elevation; Scale =NTS Robert C. Schechinger, Jr. ASLA :!r - a�,<r �P �,� �..�' a.'w� IL7 �. 44 ��:., l'�''� a�,, GRAPHIC SCALE SF o s SF s< ( in' rLw I t inch = t)SF ft - 10 Front Street, The Turbine House Landscape Architect D n D.. '14! !` 11' '11 !`T (1NJn77 AAoctur Planning I-.V 1JV.\ ..`r V, t, ollinsvtlle, \. , vV VL.. ,.,C,JaI,, , ,C,uuu, Telephone (860) 693 - 1025 Urban Design Facsimilie (860) 693 - 4832 Construction Administration -- -- . - -- )N ---- BY Project Lawn / Meadow / Detention :-.-, --n Seed Specifications: Grass Lawry Areas: Seeding Rate-, 5 Ib./1000 S.' Kind of Seed * Percent of Weight Magic Perennial Ryegrass 25% Fiesta II 15"/0 Yorktown Perennial Ryegrass , Tntirhrin«rn Kentwrtry RL,ortrocc /Q Merit Ke- --cky Bluegrass % (* 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 Mixture" 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; 1 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 Gen Prat NatPC' WPPri CAAlt• movim,.m _ cnoiit, .. ..._�•J r, _•. minimum 97° o pure. Crop, maximum 0.50%. Jue Germination minimum 80%,cd seed �(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 GENERAL. LANDSCAPE CONSTRUCTION SEOUENCING NARRATIVE: I . Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, as specified and detailed on the Drawings. 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 (,t 1er detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footing materials as specified and detailed on the Drawings, in coordination with Site Utilities and Building(s) construction schedule 5. Install all internal sedimentation and erosion control measures for proposed Landscafl: Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed or the Drawings. 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings 7 Carefully back fill and /or install appropriate materials around all proposed Landscape 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 platting areas, and suboase course is reached under paved and structural areas. 8. Complete installation of all specified finish surface materials, as specified and detailed on the Drawings. 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as specified and detailed on the Drawings. 10. Maintain and/or augment sedimentation and eros,• --ontro. measures throughout the duration of the construction activity, as directed by the C . er and / or appropriate Town State' 11, Apply aggressive soils' stabilization techniques on sate, particularly along Wetlands and Water Course edges and storm water detention and / or retention basin areas 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation an,; erosion control measures, and stabilize any remaining disturbed areas, as specified GENERAL PLANTING NOTES: 1 All plant material to be nursery grown stock subjeL applicable A A N standards The Contractor shall supply all plants in quantities tviicient to complete the work . on the drawings acid listed in the plant list. In the event of', screpancy between quantlt c- in the plant lists and those required by the drawings, the le ,tuber shall apply 3 All plants shall be inspected by the Landscape A\ny plant material that is deemed unsatisfactory shall be immediately removed from and replaced with acceptat},, specimens at the Contractor's expense 4 Prior to installation, plant material shall be located on site \ the Contractor for appro\a by the Landscape Architect And installations which were trot approved by the I. A . and whit'1- are requested to be moved, will be done so at the Contractors eNnense Precise location of 1t:•tn, not dimensioned on the plan to be scaled off the plan and field staked by the Contractor. fits approval, as per note # 3 above 5 All shrub massings and tree pits shall be mulched to a min depth of 3" with shredded pine bark or hardwood mulch, as detailed 6 All ti ees under 3" caliper shall be staked All trees 3" caliper and greater shall be ,U. 7 The Contractor is responsible for any damaged vegetation and shall replace or repay' damage at his own expense Unless otherwise specified, all plant material shall be under guarantee for a mininlurn of one year for formal acceptance by the Owner 8 The Contractor should contact "Call Before You Dig" at 1-800-922-445s prior to construction Q All shrub and groundcover planting areas shall have min. continuous hods of topsoil deep All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specific.... 10 The Contractor is responsible for locating all utilities in the field Where plant materials may interfere with utilities, the Contractor shall notify the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material 1 i For nlant'nu coil mix rzee rnPrifiratinniz n1 nlnntinu rtotoilc ,.. ....... C ., -. .,r vvu•vwaa faunuu� V\,1 Ga11J 12 All existing rill, gulley and or channel erosion shall be tilled with aov- --snate backfill material, tine raked, scarified and stabilized with appropriate vegetative ma- tal and / or appropriate sedimentation and erosion control measures, nred Re+c- o appropriate Sedimentation and Erosion Control Plans, Details and spec-ations for final requirements 13 Adjustments in the location of proposed plant material as a result of existing 4egetati01, remain, shall be approved by the Landscape ArchIILCt prior to installation 14 Bare root and sprig planting areas shall he first hydroseeded with specified I,rwt1 nun immediate stabilization When planting sprigs within this h\droseed area, clear a I' d►itmetc'r around each sprig 15 T(yj Additional Planting material and / or increased seedlnt, rates may be require ' hs the 1'r %kii Cta.• ae Jrtlpi Vl/ndlll\nl VI\,lRlt. 16 Existing specimen trees of 4" caliber or greater, v.hich ;nab merit preser\atiot, Nhall he brought to the attention of the Landscape Architect prior t- '!"., commencemen- of silt ..icatlnL, for evaluation and potential inclusion In this proposed plar a• 860 291.8755 LM=Q%I�LS`-=Qll�� esign ,prof essionals, inc. ;OFS/GN• GBS DRAw1v •JAZ CHECKED- GBS 9. Civil Engineers • Planners • Surveyors • CIS I✓t8 No.. 595 DATE 619100 165 south sotellite road south windsor - conn,,ct� ur ,)6074 : ppAWA1C NO 1�45 MPILATION PLAN i'PFP••r i -ter WHEELER ESTATES Sr fSION L2WHEELER ESTA T F.S SENIOR RESIL r DEVELOPMENT ' _ _ - ■ , •ttilt —. - _.- --�'N�iPw-d --tlMlezii,f�.�`:�ahG.'�+!•a..,,.�.'�a4,�.r~_1..-.tsd..sr.nx,.3�._....r.:.,:i...;txt�.{.�,.�...:..a._ta�+....�.._a.....x�.ils,�--,�•-.�+.e.a_,.«.#. ,... �.., ..n: A. Al Proposed %fixed F, :en buffer Pla i xisting'Mixed Fvergi . and )eclduou-, Buffer Plan - ,mnl_• Redfield Residence Buffer Cross Section A - A', AT 5 Years V n Proposed Mixed Evergreen Buffer Planting -.A �. A Fxistin, 1*11xed EN,:rgreen and Decid■ ,. Ruffer Plnting — j Existing, Redfield Residence Proposed Residential Driveway Courtyard Proposed Landscaped Island ■ C !1_______J Aaa__L_A I A - A YFOpOSed AttachedActive Adult nes.idenCeS Buffer Cross Section A - A', AT Maturity Proposed Residential Driveway Courtyard - to Proposed Landscaped Island Scale: 1" = 20' Nrn iL a ^' ° ;, n. 3 ' I Q ° a V ° Buffer Cross Section B - B' AT 5 Years _ o w u c o -� 0 � ° 1 aL°. U _ 'W ° � ) a Buffer �,ross Section B - B' AT Maturity o :X w u Scale: 20' N NL}.?5 _)THERWISE NO" AT►ONS AS SHOWN. AW r)RMAT(IN A1_I FXISTINr Tlr r', ARF TO •r AKF' n c-D l_ANf1 ,,n• n na ,N w nr . ;,n.. A' AND 'N' AI .. t REREVI�= Robert C. S. hechinizer, Jr. ASLA c J II -- -r- --------- - -----r -- Buffer Cross Section C - C' AT 5 Years Proposed Private Roadway B u er Cross Section C - C AT Maturlt Proposed Private Roadway .. _ ... kale: 1 " = LUT I I Site LiE!htinp- Installation Schedule: w po i ■■minoira kllmintina R Finish �%'nPriflcntinnS l��r Lli■■1■■■■i■■t� 111VM■l.■.aL �s v■+v - -- -- # 4 -150 Watt Metal Halide, Pole -Mounted, Public Street Luminaire; ( Fixture Mounted on a 4 " Square Steel Pole u) l 8' Ht., Approx. L-1 200 L.F. O.C., Black Paint Finish ) # 10 - Type-2, 175 Watt Metal Halide, Pole -Mounted, Private Road Lumtaire, ( Fixture Mounted on a 4 " Square Steel Pole a l 5' Ht., T-2 Approx. 75 L.F. O.C., Black Paint Finish ) # 4 - Type-3. 175 Watt Metal halide, Pole -Mounted, Private Road Luminaire: ( Fixture Mounted on a 4 " Square Steel Pole a 15' Ht., T-3 Approx. 75 L.F. O.C., Black Paint Finish ) A # 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 ) Liehtintz General Notes: All proposed exterior lighting standards and fixtures shall be in a size, stvic and scale compatible with the community's residential architecture and landscape features. Fixtures xvill be specified to provide the optimum amount of illumination for their design purpose, while avoiding excessive glare and designed to prevent any back -lighting or illumination onto adjacent 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 confinned by reference to the applicable Architectural Plans and Details. 10 Front .street, The ' urbine House Landscape Architect P.O. Box 246, Collinsville, CT 06022 Master Planning Telephone. (860) 693 - 1025 Urban Design — - Facsimilie. (860) 693 - 4832 Construction Administration u (44 GRAPHIC SCALE SF 0 SF SF 9F a. } t'a 5'l�.at►C�i t inch DSF ft. 25X 577NEF 20;17,C, tf 1_50 W,477- '1 7,0`q -18`f�/��, 150 MTT/A'i�7�G /7�l /Gj,� �----�-- �,_ 41ATT �JET,� �J,4LlDE P,2/t/47"E ST GTG /t fT�Ti;�� G?eOPO�SE� 175 4/A7 1V12' T 700 /.S'f1igl 5 W147 .po�o / - \NIET L /AL/OE"ji/i�T� ST�TL�gC1T�TYP� /M/ 7 0. 5 1,9C S/r"C,,+C1OZ_E 5:�,2EE>LZZ LUrt-//off, 1-31�TT .4�L- UNTF�, �Z�,eE UT rz % KEB PVT r ' z /VC37r- : zEL -- 6- 6V7S IA/J� L��477'01! / / r-�i✓e� Goo CvJ7_ 5yGL £/` �r�aY,2EYiEvYo� T�-/� i Site Lighting Plan: Scale = 1" = 100' 860 291.8755 lesign professionals, inc. I I Civil Engineers - Planners - Surveyors - CIS 165 south satellite road . south windsor • connecticut 06074 L 5C;/� '�i /AILS DESIGN- GBS j DRAWN.• JAZ I CHECKED: GBS ✓OF NO.: 59 �A iE . 6/9/00 DRA WING .NO.. 595 _- C.,v; .,A110N PLAN ?E OAREG ' )P JH E E i WHEELER ESTATES SUBDIVISION WHEELER Bs1"ATbS Sx'1VIGR RESIDENCE DEVELOP wFNT L.3 // Wheels-ir load Smith �fr�a�n I,/SOUM R Ca >«>� �� L.Aj E J3�1 ` r�`yJ�.. .e'�R- 7.I `+Y�} �W.�-c P. �-.• +,^F:3■L`9`.+Mi•. X,(.4>.de. l�, .�.Plii. lM. �].1'; •-�'D •� 9is•✓4:i �5■"�.`�•t4`. _�'4■'NI.` 4ie°�f+1� ]._- �:f dY ..._' .Y,� _ _ .i'.. .:��F_ .y's.� i r. W-rai !.%.�rdN@v> Y+SK �+.4. ✓ 6:i: _t'✓. - __ �._ _.`.1_• _ - _ _ .'J'.�I.: 1..3 �'«...A.' �.. :L. L. _.. I a. fal.: _ ..-,a- F'�� ; :..% ^' -• . e• {Y . � :."T' . +, }::�,. „rcn ��ry,r.q' f .c, , xk, •r. 1 .,,. .;� ._ �p � _ _ __ _ _ _ _ _ ry •/' �t'F.` R•t.,j,4•.. .-.j -• li'.+� . ... .k ,G'�� ArT.. �� S :.i•. �.� 't.. s.,♦ ,Y�, t`5 % _ �9 3 _ _ - .. e.. x k"Y�yl'..: •' YN- ASS .. "�,_.. i,f ':•7.( ,t F*�' y - - %t• �. - _ .. _- r. + t. 10 7 4_5Ee 710 ,moo c�L,IVo 7� L?25��/ 41CN11%-145Kl7T,_qZ�_ iPSSIV6 t/77L�L s7�E. T .GtC- yT, 7Y}�, fps' BEET G,3/G.�f Residential Foundation Plwft• List Key Quantity 4,otanical Name Common Name Size Comments Tm # 38 i-axus x media "Densiformis" Spreading Yew 15", 18" Ht., 4' O C. Container Rc 938 Zhodo lendron carolinianum Carolina Rhododendron 24", 30" Ht., 5' O C. Container Cdl # 75 "-'otoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., Y O-C. Container Rp # 38 Rhododendron 'PJM' PJ11 Rhododendron 24", 30" Ht., 5' O.C. Container Ig # 40 ilex glabra "Shamrock" Inkberry Holly 24" - 30" Ht., 6O.C. B & B Pm 442 Pinus mugo 'Mughus' Mugo Pine 24" - 30" Ht., 5' O C. B & B Jcs # 40 Juniperus chinensis'Sea Green' Sea Green Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B Jcp 442 Juniperus c Pfitzerana Glauca' Blue Pfitzer's Juniper 2" - 2 - 1/2" Cal., 6' O.0 B & B Cdc 975 Cotoneaster dammed 'Coral Beauty' Coral Bueaty Cotoneaster 18" - 24" Spd., 3' O C Container Bt # 75 13erberis thunbergii'Nana' Crimson Pygmy Barberry 1811, 24" Ht., T O.C. Container Hh # 500 Jedra helix 'Baltica" English Ivy 2 Yr. Root, 12" O C. Flats Pt :' 400 ?achysandra terminalis Japanese Spurge 2 Yr. Root, 12" O.C. Flats Hs 4 500 Hemerocallis speciosa DayliIly 12" Ht., 18" O.0 Container UNLESS OTHFRWISE NOIED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, INFORMATION. ALI ARE BASED ON AVAILABLE EXISTING UTILITIES SHOULD - -- — ------------ - v BF FIELD VER►F!I D PRIOR To CONSTRUCTION. - — Robert C. Schechinget, Jr. ASLA -.1 , "1 , GRAPHIC SCALE �" . ,�. � ; . ,o• o s ,o• 20• ALL UTILITIES ARE TO BE `> AKFD IN THE FIELD - — - - - 10 Front Street, The Turbine House Landscape ArchitectBy A LICENSED LAND SURVF - -'RIOR To - - - P.O. Box 246, Collinsville, CT 06022 Master Planning'' = w CONSTRUCTION � _ a � IN FEED � Z TUIC OI AK1 : , ,,,A, In , IA f Cr AMC Y..( Telephone: (860) 693 - 1025 Urban Desiun I :nnh = 10 ff J. 11 IIJ rI. MIV L 1. `• \ : I.+L aif\-J •-: a � � — v ' ERtsloN SE r 1GNATELRE -- -- -- - _ Facs�milie: 860 693 - 4832 Construction Administration >.'� �� `' "%''��" nc THE vRnrr` , 11,) . R 1 NC GATE DF St RIPTION BY �f �: 1,�y J :.4 {psi". d- r(- .'� �' 's a � a •�`;°`r7 `-.:!> �. Y y: '�• i^' :r � - SLt. :.F .tt .t r.' .i --.t!'? "�^E--: ,� cr„• • ... a b l z .4 .4• i , r "r '•r , s :;�`� •' r "r COMPILATION PLAN PREPARED FOR TYPICAL RESIDENTIAL LANDSCAPE PLAN WHEELER ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT DESIC^. 4 WN: i CHECKED: — l Wheeler Road & Smith Street LA /T A / L . 4+ v. 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NO. i DA TE �F y 7rr •rr-r LQ-f ?ra'�'t; t 9.70 N24'34 S24'34'03"W 419 82' r � �O COMMUNI H ALL C/° w � S•2 ,tc• Y �' � (. r �}t !' w ' *` alt' •�'1 ,r Y, !'tJ �'.. 06 t F 'a•��! -'` r - I ';'= � `' S;, ,�;.. d��'+4{,+f} +yr iny, ,@ 1 a f ,.+ z' .7�\J1 1/� � 1 s r�r<p;c�:~t�� < � � riF � ° } ��,�� `3,. 74 ��•i�t�, P� E ti 'I .� ,�Y r 24 fi �?,•t'yt.:�r '•..�nt.L`:..s�,3,n'i �;. >+ ? •rn-' ..T lld � _ •O P lUJ LU1 It P. i.,-f'�'7.-1Y��'��>+�, tf �:: � ,¢ f s•i ,.,.4. :' }y'p-Y•�T _ 'f�'`r t t Y/O � rt d t � + ^Jl •tab }TR'k - , ? Y �. 22 ,. �� - :..i7:4 s,�, ,I� •1•"'i�� >4'. r ,� • :c K (r3°"}, r f � � r; t ..t� ,�� i- .%ja ��y<s�fFi tir c%; fit} r�tr r MAP REFERENCE: IIII �r..b'�i _. •Y>�''i� t 2 "�y. 'i'S� Ffn�. #a t*+. ;""yi r$'ix� �'' w-. .�'Mr,..' °#'s;'q�� „ A-',T}�' td' 6 • ai. a r � -.. t: -- t3',t _', °FY h a.�_ .q' ;�{-f \ :.�`�•` _ "� zi _ _ ¢ �/""7µ�A`'�'.L�ir r. _ `' °f �- �¢�- =. _i ' �t f •' PROPERTY SURVEY PLOT PLAN SUBDIVISION PLAN Sr ye kJ. � x:��J� ,`,r4'L•r 1.!` .F - K�s�F '_,` 2 L ,Y �,� rr' � Y ,? �' �_y aw y""�< ^ r._ }y..,,t Y r f• f : e ]� \ �: � ,"�. Y6Y:K �.•"•='-,r''ir�, :: tAR1r ,:: a,, �i '. ' r '_ ., ...ry >: ap':�7 .., •_'3 r.,`Y.`.r`{ .r. .:�. .,r �. .. RESURVEY PREPARED FOR WHEELER ESTATES SUBDIVISION {:. �t� ,f �r. t(t. '�' �\ '••�T ^-n^'�,^r��Y^�rX r- '('_ - _ - ^ ', �{��-n.• �_ ` : `��'� : _ ,: Bc WHEEL R ESTATES SENIOR RESIDENCE DEVELOPMENT E, �' -.. ti�$. {.a'y, :�,`:e�l",=• .. ,,'. .,...:, -. ,-, -. • ., ,,, ,-', .,;-+TL3 ?'i�',r.,1 A-• ... rVn► 'x �l y% ..,. ;:� - - '- - -,'% _ ,:,,,». , , •. ., .,,�, : s.. , . , rr,.�_ - �f_ WHEELER ROAD &SMITH STREET SOUTH WINDSOR CT -� KT�'h,-.�, r.'•r� Y ..,�-•, '•"yw'.�ti. r:_rr:.f ., .. , i5: kt„i'yy. q.� '"'••' -r.. - ;�,.) �. �. ,, ::� ", .. , {. _< r . �, , .: .,, • • :, ,.- ,' BY D ' DESIGN PROFESSIONALS INC DATED F 9 00 REVI .. i lTirr, ,j� k ..5jt � e-. + r ,. ,f,R .... p. 1 r.. a i;r'W.; ` ^ '}•� TO 1 t_ 0 0 . r • +�,, ht'-fit• � w .� 'J#. ! w� ., e,,1,: � c J.-s"-t'} ,; ,- _ ..,,,_ ,-.. ,1. k ,• _ r.. .t ,,��¢¢r ..,• :.. ar r, •'- . •R.:;btf � 1+,., •.:. ` . > r - r r 4i_ -Jt , V r � r �i es ' •" " � •• -- . 't� '. �!' :: •11:' I Y ., n - ._ 1. r t rM' _ y>•a� tom',,,,• r yl'i.. ;•: ,r .'.�. .'r p+ g,. t,.� f f .Y rs':• :;�r - _ -� ... %in ,,, �y • Viet.. t.* t-�•,� 9^ '',W,• .TY. 'r •l z •,< ._f a _ .. '.y :y r°`= .r t , -,. _... ,.r:,. .,,: .,..., ., _.::. .., x'��'!�..�R",fit...•,_ ,.;} _" x .. y2''{e r •J REVISIONS _ THIS SURVEY AND MAP HAS BEEN PREPARED 1N ACCORDANCE NTH SECTIONS 20-300B -1 THRU 20 3008-20 OF THE 860' Z91 ' SSE'`' Sanitary Sewer Easement Mop prepared for COMPILATION PLAN PREPARED FOR �` 4� SHEET REGULATIONS OF CONNECTICUT STATE AGENCIES - `STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF � WHEELER ESTATES SUBDIYI3'7`QN_ REGULATIONS AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF ,AND SURVEYORS INC- THIS Pi AN WAS COMPILED GRAPHIC SCALE �4,. es� n ®�%� mt�o �� FROM OTHER MAPS ,RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS 40 0 PO 40 80 11i g 1 / HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND 15 SUBJECT TO SUCH CHANGE AS AN ACCURATE {� ! ! I —4 _ � � � � WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT FIELD SURVEY MAY DISCLOSE. - � , i�GN A4A�PD DRA 70 THE. BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP I5 SUBSTANTIALLY CORRECT AS NOTED HEREON. `ix i �'�• �°: IN FMrofessionals, Inc. DES/WN.' SvB CH£CK£O.' GS�RM ��, �®�� & ��$� ��,�$ / 12882 tl r i inch = 40 tt, ` d ' !� Civil Engineers • Planners a Surveyors • CIS ,JOB NO.. 95-595 DATE: January 18, 2001 1 65 south slice:+ite. reoo , soutr w;ndsor - co,ineti c,_` 61;74 DRAWING NO.: C: 1 AJOB 15951595-5 of 8b.dwo �U TH �ND�R ��ZPTIBCTICZJ'C / DESCRIPTION 8± RICHARD P. MARTEL L1C. No. _ _ fir'• _ - - - I 4 - _ , t _ • :> �r t YI"trr, } �.`. .1•+fN f4' °C: ..{[,, .r"1i �`. LM,•" fi• ..,� q- r1', ,6• I ' f C , , �7 i J, K: 1 } tL t., �'' a: • ii wtr - . ' v ' • fir + ' , :a r.. .. r . %.. ;l r M ..' ' f I Yr ex , . '41i! 1 .. .. , - e i 'i �� I . I �r... I.;,,. 1 T'I'- ,, Is•.,. r,'M -a` t r s .' .}a;'i' S:': -:,,AAA ! a- i • ,(. e� J � -S1- T I .tiLmL ` rk_1 LOT #1 WHEELER ROAD S I I o Y A 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE u mN3 (NFORMATION ALL EXISTING UTILITIES SHOULD -1 BE FIELD VER+FIED PRIOR TO CONSTRUCTION. a 2. ALL UTILITIES ARE TO BE STAKED 1N THE FIELD ''" BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE I VF TI'1L PR Vr tSllliiv AL ENGINC_CR/S V[YLJR. REVISIONS �E-�C1111 .1�1. C/o LOT #6 R 1' ,y , ,.i.__ +r 1S ,. _ - ,-..- - -.. •,. -11 � I - �i�,� >LL vb�P"R -+,. I. ;. t' _.... ,. .. .. SS : 4 ^tea.. i- r, s,. .:• _;..:1^ .,j" X: _ 7 "�'ii n!' ire ,'bk° yy ,.,.. +'_ -P .. A' a;i. F -. .. ;{'-,. • f,.[,Ai`LY v: -:'a ;'�r�, r Y°tl +.� Y . , ,C �G -hcj t�,.�, x. - g yy+ 4 , �. � {Cry <: rw .7 }. -.4 .: II �}s:�. a. 'Tr ''!�?' +ai. Y1•' .c .?Y.�t' !Y`r 'YI y�� ,t S .. 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"U t':'f;l. rr.. j''jjrr .CS:'i�l •i' + �lsi,:,1, ..?Y. Y,:' `„9 S`r '- ?y. ,v' >,1•. k S. rrih.. •::J i„• .tl^y,'7•a 1, 'f• .•:Tl .ir!!i ', lY� r d rh r w� PROPERTY SURVEY PLOT PLAN SUBDIVISION PLAN �'-`� Y, , fly 111R ,-' a ,. RESURVEY PREPARED FOR WHEELER ESTATES SUBDIVISION R wa �: r 1, }. 1 f, - , E. ,, _ R 3� 1 ``I �k . rl �'.. t[• j �4c WHFFI FR ESTATES 'SENIOR RF�,InFNrF nFVFI npKAFN_T ""' ' ; r **f'. .. s - , ' ; 1 tfifh` B�;qA"ix s' s ,.Yc., ... c ` _ . . _ .— — ,— . , ._ _ . . . . ,_ _ — _ . .. — . . . . ..-.. — .— . . — — . — — .-.. > ...__. • ((--��<r �: is y P.�r r a }N `:Y i•yY ,,?;! .Or= 7 s r' ti•igw. � i 1.;� �� _ � '-- �' f.,_ _ - *� WHEELER ROAD 8c SMITH STREET SOUTH WINDSOR CT , �. �,:; �, - 4k �+' ' : di 3.',,,�'r"'!' : t ` .y' ? s °7."'I .. +'i rY : C• �j' , ., :1• l-" f. t '.,. ,,, I - - ` . E , vi.`•.- > , ��ff r y 4 n ,y*q r, : t�:[.: �.... ,- ., ,:� - L BY DESIGN PROFESSIONALS INC DATED 6/9 00 REVISED �. :. + ar y x' Vie `': 1F: =+3 [iwf :yl, ,,; a ..�' P .79!' '41:3. / ,` t• i S •I , :.F (' ��en. '''L .� { _ r- : : } >. a� .:. , r .,t {� , A t4 ..„ x �. �. TO 1 5 00 d _ • , r,s. w _ ,t.. .......'I'-'., z ,. fit: t t 'c;• S"'• .v �'':,, a a1,j •.... ..11.[ .q, r. [ Na ,,, i?, • .-. ,. .t..' I S i, 'j $,4' �c:(' I,•-ti• t•�f, - _ , 'r .. r . .. :77i -. X'..+11--Y' r .i _ I r .:,:.a`. .+K:�. F 'V ;:� Ji a r, r t. < ".K; d 1 x• �} ti i1A 'i d Ft:. g� 11'''. !. y �� a � , ,!at o t. [...NW1 .' .� '-. P1 . �.J�. +.;'%..: i 5�� ^ 1, P it . ,,,a. 1 Tar -✓ L. t ... _f. -. aAy , . r. ..... v .° ._ ..- _ . � .. r,a.,, r.. -F.. L -•'V,1. - a z Yr ,.,. 1 « S J 3 P `6 `a i• til. � I r �' ,ate r'"`. .� ! , tt �' S,i L k yr, ,�. . + 7, 11 i a�,: .�: r 1 �,3 ". %. 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':A Kr,":n..eat YP`v' *,t. - ._ - -. - THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3bbB-20 OF THE 860' 291 $755 Sonitar Sewer Easement M re ored for COMPILATION PLAN PREPARED FOR SHEET I TA AGENCIES - *STANDARDS F R SURVEYS AN MAP IN THE ?AT OF �3 -4 t ,- •s4 '''-:k,.,'k� �`-waf'-"rFi `�'+' `,.ar, -,- `-' "1 ■ Y oP prepared , REGULATIONS OF CONNECTICUT STATE GE CIES 0 D S E S E WHEELER ESTATES SUBDIVISION J CONNECACUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE}J�' i` TOWN (W s �, SIM FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS 40 0 20 40 ? 80 es0gn 1 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE I I I WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT FIELD SURVEY MAY DISCLOSE. rOfeSS�O11a�S �n� ✓ { IN FEET) • DESIGN MA/PD DRAWN.' SGB CHECKED: GS1RM o TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. --- Wheeler R®a�bli `S;� SlffiHth Street t288? I inch = 40 ft JOB NO.. 95-595 DATE Jcnuar 18, 2001 Civil Engineers •Planners •Surveyors CIS }' SpU•j.H WIPID�OR OOAfIOTECTICUT RIC-HARD P. AAARTFI_ I C_:, NO, h5 South xt • south Wi—j— • rnn tir:;4 nkn'7A I)DAMWAli- A/n . n• I A JnOI ri17SI r• 69-9. —,c Eli. .J.,,. ."••• •' •. ••• ..•.' 1 1 „ " 1 1.,. 1, tl U[J 1 ✓J✓ 1 ✓,7✓`✓ Vr U[/. Ua'rV 1 1 / REVISIONS A PHASE: CONSTRUCM .4 DOCUMEN7,.-.' S A 00 mepwo—a wMvw& A WHEFLLK L� - A I t5 SENIOR RESIC-:NCE ®EVELOPi ' . NT SOUTH WIND -;OK CONNECTICJT ,..rvMT%;rv.n nrju.D.L V." APR 2 0 2001 DRAWING NAME: BUILDING Cl nnD of Ai:' I I Lj--u UNITS 101-ill JOB WFftlff EsWm FILE NAME: DRAWN BY. M.M. DATE: 0,,, - 16-2001 CHECKED BY: G.L.M. Y-T SHEEr-. REVISIONS A 4 `tro•oi PHASE: CONSTRUCTION DOCUMENTS A j" r r B C® rC-' A 'i'CC V V n CCLC(R CJ I C I CJ SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CON N ECTI CUT RECEIVED n o^nil APR I u cuu,, DRAWING NAME: BUILDING 2 FLOOR PLANS U N ITS 201-204 JC6 #: Wheeler Estates FILE NAME: DRAWN BY: M.M. DATE: 04-16-2001 L CHECKED BY: G.L.M. SCALE:10 = 1--V SHEET: I )-% 1 22 REVISIONS PHASE: CONSTRUCTION DOCUMENTS WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CONNECTICtJT RECEIVEIa DRAWING NAME: 01 111 miklr` `* DV IL.V11 VV FLOOR PLANS UNITS 301-304 JOB #: Wheeler Estates FILE NAME: DRAWN BY: M.M. DATE: 04-16-2001 CHECKED BY: G.L.M. SCALE:1/8, = V-0' I SHEET: REVISIONS CONSTRUCTION DOCUMENTS WHEELER ESTATES DEVELOPMENT SOUTH WINDSOR, CONNECTICJT RECEIVEiL APR 2. 0 Z001 DRAWING NAME: BUILDING 5 FLOOR PLANS U N ITS 501-503 10B #: Wheeler Estates FILE NAME: DRAWN BY: M.M. DATE: 04-16-2001 CHECKED BY: G.LM. SCALE: IR" = I'-0' �� Al A /` \ I 111,17 REVISIONS 0 -4i'al- 1 Ln No f 0\ �L U 0 00 V /OZ5 fvp J W Z ce �, Al Q CL �-- 0 z �-- D _ 0 0 <> Lu L0 CONSTRUCTION DOC IUMENTS WHEELER ESTATES SENfOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CONNECTICUT RECEIVE ,po 2 0 2001 DRAWING NAME: BUILDING 6 FLOOR PLANS UNITS 601-604 JOB #: Wieelw Estates FILE NAME: DRAWN BY: M.M. DATE: 04-16-2001 CHECKED BY G.L.M. SCALE: 1/R' = I'-0' 8 SHEET: A ®5 v-? 1 1 2 I 3 --- ( 4 1 5 1 6 1 7 0 9 10 REVISIONS A IN C 0 C F It H 0 I I 00 0 I I 00 -0" 13'-0" 6'-0" 13'-0" 7'-4" 13'-0" 13'-0" 37'-8" 17'-8" 9'-4" 11'-8" oll ol 2 HR SEPARATION— ) LAYERS 5/8" (- SHEETROCK EACH SIDE ROOF LINE — DECK I L — — _ — _ TO UNDERSIDE OF DECK. — --_----� 1,--- FLOOR — LIVING 0L __I AP(MICI ,, Rnnm MASTER �I ' ° •.° nrnv ROOF LINE _I DECK I I (VAULTED) MASTER ur BATH j AW I• — — — — I qTl0 ALI f —1 1 —1 BEDROOM i I — — — — — —� MASTER I— — — — — — — — e _ ROOM LI I I I I I rL I KITCHENBATH � — WLC.f YLIGFIT SI YLIGFIT — — -i 20'-0" ------------ 1 MASTE_R J BATH a i RRFAKFAST 11 X I I 11 1 III I r I 1 I NDN n, nJN,� 1 HR SEPARATION- (2) � 1 H 'A ED DINING IN BEDROOM5/8 SHEETROCK FLOOR ABOVE LAYERS 5/8" SHEETROCK N ET 2BEDROOM WALLS AND CEILING — — — — — — —INSIDE GARAGE, TYP. TO UNDERSIDE OF DECK MASTER p 'r I BEDROOM u n n ININ DINING a~— ARAG GARAGE ROOM ROOM I L_ 0 i j ON I i GARAGE BATH ' BATH _ _ = I 5/8" SHEETROCK LIN 0 WALLS AND CEILING LIVING { HR R TEj II D ® (META RDR.) _ INSIDE GARAGE, TYP. FOYER ROOM I `;' MET DR. — — �--_ — — — (VAMM. Mows) _ � 2 HR FIRE WALL 1 1 HR SEPARATION—(a)E pq _ SEPARATION I I I I I I O BATH YERS 5/8" SHEET OC FOYER I { I I I BEDROOM IJ DECK I DINING T UNDERSIDE OF D CK. I ROOM b_ J LIVING I I 0 KITCHEN FOYER � KITCHEN PORCHROOF LINE ROOM F__A cvmxTm Cl—— ------ I � — — — — — — — — — — — — — — — DYER I _ I ROOF LINE 1 BREAKFAST PAN i — — _ _— — — -----POREH---- r---•--- KITCHEN 9'-1" I 9`-11" 13'-0" 19'-0" 19'-0" 26'-8" 25-2" i 01 _______- L-- REF N UNIT TYPE 'C' UNIT TYPE 'E' UNIT TYPE 'D' '� CORNER - 703 TOWNHOUSE - 704 FT - LOFT 705 1 HR SEPARATION- (2) LAYE FIRST 5/8"SHEETROCK TO UNDERSID FLOOR PLAN 1,350 S.F. FIRST FLOOR PLAN 718 S.F. FIRST FLOOR PLAN 1,057 S.F. 06A OF DECK. I SECOND FLOOR PLAN 682 S.F. SECOND FLOOR PLAN 343 S.F. .I.C. I GARAGE II NOTE: ALL GARAGE I .NTRY DOORS TOTAL 1,400 S.F. TOTAL. 1,400 S.F. PITCH_ TO BE 1 HR RATED (METAL), TYP. { II �_-- SLAB200 y I N 00 MASTER 5/8" SHEETROCK WALLS AND 11 BEDROOM CEILING INSIDE GARAGE, TYP. II II I GARAGE II I'-0" '-0" PITCH L — — R00 LIE z J SLAB — —1 o�-- w LIVING ROOM I I (VAULTED) = rSKYLIGHTI o I DINING ° DECK I L _ _ J ¢I ROOM KITCHEN { o I — 00 I U- FSKYLJ IGHT ON I UNIT TYPE D LOFT - 702 UP BA ON U FnYFR LOUR FIRST FLOOR pi Am , nr;,7 cc - - 'ABOVE y,,. J.I . II_ SECOND FLOOR PLAN 343 S.F. [IT-L0 OD1AL DN 2 WALL PORCH TOTAL 1,400 S.F. I�C� LEFT UP SE1�BY —C— FLOOR ABOVE I I I I n BAT I I IVL ING ROOM DINING ROOM II ¢ KIT HEN L — — I 5/8" SHEETROCK WALLS AND. CEILING INSIDE GARAGE, TYP. II DECK PITCH GARAG _ E I ' I SLAB it I rl ON I- ROOF LINE 7'-6" 8'-6" 7'-0" 8'-6" 5-6" 39'-0" 1,4-1 ..- - - -- . -- ' I UNIT TYPE 'E' TOWNHOUSE-# 701 FIRST FLOOR PLAN 718 S.F. SECOND FLOOR PLAN 6.� S.F. _ TOTAL 1,400 S.F. I i I LI 20'-0" �r- UNIT TYPE 'B' RANCH - 706 FIRST FLOOR PLAN 1.390 S.F. I SK BEDROOM%LOFT OPEN TO BELOW 4 SKYLIGHT OPEN RAILING O BATH �nN I �- 2�HR FIRE WA I t I I I ILI�L— v ® Jtt AKHI IufV T I A I :7771711111111171--- F__ _ OPEN TO OPEN RAILIN v BELOW 01 _ D BEDROOM BATH O MASTER 0. 1 O BEDROOM MASTER I BATH julv� w Z J w 0 L 0N u 0 �vw V 00 w L ij u < zce ZO J ob z z 0> U T 37 Lij F- v) = 0 U � 0 Q _> J j oi� u= l PHASE: CLINSTRUCTION DOCUMENTS WHEELER ESTATES SENIOR RESIDENCE DEVELOPMEiVT SOUTH WINDSOK CONNECTICUT RECEIVI&-vij NAMt: BUILDING 7 FLOOR PLANS UNITS 701-706 JOB A Wfleeler Es>ataes FILE NAME: DRAWN BY. M.M. DATE: 04-16-2001 r o I CHECKED BY: G.LM. I SCALE: IA- = I'� SHEET: i FIRST FLOOR PLAN. SECOND FLOOR PLAN 1 /8" = 1'-0" i 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 7 REVISIONS A C I E F H O TINGS ORS PTIONGARAGES TO ST P (BRICK BRICKI11�+---------------------_� i OOTINGS AT GARAGES UP T -0 BOTTOM OF FOOTING. A5.2 12 BUILDING 1 FRONT ELEVATION 73/4 � OO 1/8 is _ 1,_0,1 TYPICAL ROOF —ARCHITECTURAL FIBERGLASS ROOF SHINGLES —EXPOSED COPPER VALLEYS -CONTINUOUS RIDGE VENT SECOND FLOOR — FIRST FLOOR GRADE TYPICAL GARAGE DOOR ANDERSON OR METAL DOOR WITH I PEACHTREE VINY� I �`---------------- BAKED ENAMEL CLAD CASEMENT WINDOWS A5.2 BASEMENT FLOOR I —J TYPICAL MATERIALS H1 D1 ROOF -ARCHITECTURAL FIBERGLASS ROOF SHINGLES WALLS -VINYL SIDING AND FACE BRICK A5.1 A5.1 WINDOWS -VINYL CLAD DIVIDED LIGHT DECKS -PRESSURE TREATED LUMBER SECOND FLOOR FIRST FLOOR ELECTM1 AL & WATER : FACE — FOR TYPICAL PORCH NOTES GRADE METER L_osa- BRICKBRICK AS NEEIbED I H6 IM I I I I I SEE DETAIL IH6/A0.3 A5.2 I _=_ —_ — — — BASEMENT FLOOR BUILDING 1 BUILDING 1 SIDE ELEVATION H6 E, A5.1 A5.2 12 f ARCHITECTURAL FIBERGLASS 73/, / ROOF SHINGLES 12 — 7S/4 12 SKYLIGHTS II RP %nr.lvl clnlr �n 7...1 11 O VIIVIL JIVIIVV /�/+I O 1;;1 U O SECOND FLOOR VINYL SIDING WITH 1 X6 TRIM VT -- AND CORNERBOARDS — — — FIRST FLOOR GRADE 'PRIVACY SCREEN; I SEF DETAIL D7/A2.1 —� REAR ELEVATION , 12 FOR TYPICAL DECK NOTES SEE DETAIL H6/AO.2 BASEMENT FLOOR SECOND FLOOR FIRST FLOOR GRADE —� BASEMENT FLOOR KEYPLAN C9 ��32" _ i,_o„ J PHASE: ` j o C� 00 \.✓ cz Lu z cco Z �, Z c, V111 Q CL z cz o 57 w F. �-- cr� = C� VLn oC u 0 Q ..j a > - C LL� �q7 i�� CONSTRUCTION DOCUMENTS HEELER ESTATES SENIOR RESIDENCE SOUTH WINDSOF , CONNECTICUT 11 DRAWING NAME: BUILDING 1. UNITS 101-104 ELEVATION"1134 JOB A Wheeler FILE NAME: DRAWN BY: M.M. DATE: 0� F 6-2001 CHECKED BY: G.LM. I I SALE: 1/8" I'-0" SHEET: BUILDING 1 SIDE ELEVATION /-;4.0 A n M. C W E F G 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 PEACHTREE VINYL SEE DETAIL H6/AO.3 CLAD CASEMENT WINDOWS ,�__-__��-_ BUILDING 2 FRONT ELEVATION ,\ i ` TYPICAL GARAGE DOOR I------------ ---�-� H6 I I METAL DOOR WITH —BAKED ENAMEL — — 12 ]73i, n 1 1 1 1 r-\ I A I/\ r1 n l r-\ r 1- 1 r-k I A T 1 /"\ A I 12 173i4 METER qLOSET' H6 IM — AS NEE ED rUK I IUAL Ut(:K NU I t5 SEE DETAIL H6/T.2 BRICK / BRICK ----------------------�' D6 TYPICAL MATERIALS ROOF -ARCHITECTURAL FIBERGLASS ROOF SHINGLES WALLS -VINYL SIDING AND FACE BRICK WINDOWS -VINYL CLAD DIVIDED LIGHT DECKS -PRESSURE TREATED LUMBER CONTRACTORS OPTION TO ST P fOTINGS AT GARAGES UP T 4 -0 BOTTOM OF FOOTING. VINYL SIDING WITH 1 X6 TRIM AND CORNERBOARDS SECOND FLOOR E1 A4.2 FIRST FLOOR — BASEMENT FLOOR SECOND FLOOR — FIRST FLOOR GRADE — BASEMENT FLOOR SECOND FLOOR — FIRST FLOOR GRADE . — — . — - — BASEMENT FLOOR SECOND FLOOR FIRST FLOOR GRADE BASEMENT FLOOR KEYPLAN C9 ��32�� _ �'-o„ 10 REVISIONS 0►iro•©1 Ln L `r V d 00 Z ce Z ZC �— C Z z cz .� }L L �. ® ® V LLj ® O. Irk LC y PHASE: .� CONSTRUCTION DOCUMENTS I a WHEELER ESTATES, SENIOR RESIDENCE nr_\/p0 r)pmr_ lT V`♦ I...L�V 1 1 11-5 r 1 SOUTH WINDSOK CONNECTICLIT DRAWING NAME: RI III P•11kir-' liWilLV11 11V A. UNITS 201-204 ELEVATIONS i JOB #: Wheeler Eg -;rl - 4 FILE NAME: DRAWN BY: M.M. DATE: 04 6-2001 CHECKED BY: G.L.M. SCALE: 1/6" = V—O" H� BUILDING 2 SIDE ELEVATION 1 1 2 1 3 1 4 1 5 1 6 7 9 10 REVISIONS 0 in C 0 E F G H r-1%1 III r\IA 1/_\ -7 r-nnn i-r r-I M /ATInN BUILDING 3 SIDE ELEVATION BUILDING 3 REAR ELEVATION 1/8 t= r-o° BUILDING 3 SIDE ELEVATION 1 /8,� = 1, _o,$ H1 TYPICAL ROOF A5.1 -ARHITECTURAL FIBERGLASS ROOF SHINGLES -EXPOSED COPPER VALLEYS TYPICAL TRIM 11 X8 WOOD FASCIA 11 X3 TRIM BOARD 11 X10 FRIEZE DFNI (CONTRACTORS OPTION TO S�-- STEP I BRICK I\ I I i I —ten I I I I I FACE BRI_ C_K *-L�� (FOOTINGS AI GARAGES UN IIU I 1 \ -----------------------I I D6 - 4 -0 BOTTOM OF FOOTING.A�= 12 — 73/4 0$ A5.1 TYPICAL MATERIALJ= 1 O ROOF -ARCHITECTURAL FIBERGLASS ROOF SHINGLES WALLS -VINYL SIDING AND FACE BRICK WINDOWS -VINYL CLAD DIVIDED LIGHT DECKS -PRESSURE TREATED LUMBER r mono 1 1 rME `NNEN '■■■ Is■l1 ion mmm 'M■■ son ,mmml IIIIIIIIIIIIII'HII 111111111 _� TYPICAL GARAGE DOOR METAL DOOR WITH BAKED ENAMEL 73/4 12� SECOND FLOOR FIRST FLOOR BASEMENT FLOOR GRADE SECOND FLOOR -� FIRST FLOOR '- GRADE — — — —i� BASEMENT FLOOR - PRIVACY SCREEN SECOND FLOOR --� FIRST FLOOR ---- GRADE — BASEMENT FLOOR _1� SECOND FLOOR IF— -- FIRST FLOOR GRADE —� BASEMENT FLOOR E1 A4.3 ncg K EYP LAN PHASE: --- co►vsrRucnora DOCUMENTS WHEELER ESTATES .SENIOR RESIDENCE DEVELOPMENT SOUTH( WI N DS*Of , CONNECTICUT DMWING NAME: BUILDING UNITS 301-304 ELEVATIONS JOB #: Wheeler Estates FILE NAME: DRAWN BY. M.M. DATE: 04-16-2001 CHECKED BY: G.L.M. SCALE. VERN = 1'-01 SHEET: 3 1 4 1 5 -- I 6 7 g 1 10 REVISIONS 0411CO.oi. A C D E Ill v W TYPICAL ROOF —ARHITECTURAL FIBERGLASS H1 ROOF SHINGLES A51 —EXPOSED COPPER VALLEYS N�_r —CONTINUOUS RIDGE VENT ..... uu. u. / I- nr ...In 1rAmrmc PEACHTREE VINYL SEE DETAIL H6/AO.3 FOOT' G ' AT v� � v v J CLAD CASEMENT I I FOOTINGS AT GARA ES UP TO I --------- WINDOWS I 4 0 BOTTOM OF FOOTING. BUILDING 5 FRONT ELEVATION TYPICAL MATERIALS ROOF -ARCHITECTURAL FIBERGLASS ROOF SHINGLES 1 /8 = 1 -031 WALLS -VINYL SIDING AND FACE BRICK °t WINDOWS -VINYL CLAD DIVIDED LIGHT A5.1 DECKS -PRESSURE TREATED LUMBER ao UG IIIIIIIIIIIIIIIIIrnL� or;n,n Ifl E — —11 II_— 11 — — _ _— — — — — — FIRST FLOOR — GRADE TYPICAL GARAGE DOOMETAL R -- H6 I I I BAKED °ENOAMEWITH - ----- ' — — — — A5.2 — I — � _ _ _ _ BASEMENT FLOOR ---- --- 11- __I----------=f --- - Cj BUILDING 5 SIDE ELEVATION "' °' A5.1 A5.1 1 /8„ = 1, -0„ _ r 12 .�\ _1. SECOND FLOOR — — — — — — — -- FIRST FLOOR I — BASEMENT FLOOR GRADE SECOND FLOOR BUILDING 5 REAR ELEVATION L i_' —_ —_ —_ —_ =' — — BUILDING 5 SIDE ELEVATION SECOND FLOOR — FIRST FLOOR GRADE BASEMENT FLOOR SMONn FLOOR — FIRST FLOOR —� BASEMENT FLOOR GRADE 1^\ H1 A4.4 KEYPLAN C9 1 /32" = 1'-0" PHASE: CONSTRUCTION DOCUMENTS DOCUMENTS WHEELER ES 7ATES SENIOR RESIDrNCE I DEVELOPMENT SOUTH WINDSON CONNEC I ICUT DRAWING NAME: i BUILDING III„p��I U N ITS 501-503 c I A � d A Y 1-4II ELtVA I IUNZ) JOB #: Vfteler Estates I FILE NAME: I DRAWN BY: M.M. DATE: 04-16-2001 CHECKED BY: G.L.M. SCALE: 1/8" = I'-v 1 /8" = 1'-0" A If C D E F G H 1 2 3 4 5 6 7 I 8 \ rvonirrn. ni ROOnnc ! 7a. i v D1 -ARHITECTURAL FIBERGLASS H1 0 A5.1 ROOF SHINGLES A5.1 i -EXPOSED COPPER VALLEYS -CONTINUOUS RIDGE VENT -ALUMINUM GUTTERS AND LEADERS I I 12 VINYL SIDING WITH 12 1 73/4 TYPICAL TRIM 1 X6 TRIM 1 73/, 1 X8 WOOD FASCIA AND CORNERBOARDS O 1 X3 TRIM BOARD 12 ZSOEEODE? H6/A5.2, 1X10 FRIEZE 73/4 i�'� 12, TGABS-FND — _ _ _ a _ _ W/ SCALLOPS SECOND FLOOR ❑ ❑ I I FrTffnTffTFFM L NA I I nn U — G H1 FIRST FLOOR A4.5 ANDERSON OR FOR TYPICAL PORCH TES — FACE FACE ; N , ELECTRI AL &WATER PEACHTREE VINYL ccr ncrnn uc �An z CONTRACTORS OPTION TO STEP BRICK BRICK._ __ aarrrn ni nnrr GRADE JLL vL.iniL- IIV nv.J------- r MGICIC LUJtI CLAD CASEMENT I / I FOOTINGS AT GAGES UP TO I I I SIM H6 I AS NEEf ED WINDOWS I 4 -0 BOTTOM F FOOTING. A5.2 �J- - BASEMENT FLOOR H6 E1 TYPICAL MATERIALS ROOF -ARCHITECTURAL FIBERGLASS ROOF SHINGLES A5.1 SEE DETAIL H6/A5.2, A5.2 WALLS -VINYL SIDING AND FACE BRICK FOR TYP. GABLE END WINDOWS -VINYL CLAD DIVIDED LIGHT BUILDING 6 FRONT ELEVATION --- W/ SCALLOPS DECKS -PRESSURE TREATED LUMBER 1 /8" = 1 ' —O„ 12 121 —,10 O —,, 0 O / 12-------- ----12 - - EIIIR 73/, 12 �6 I I VINYL SIDING WITH I ❑ ❑ ❑ ❑ 1 X6 TRIM i i FACE BRICK I LTA n 0 AND CORNERBOAR S ' O 00 f f 4 - OF i E A ' A �i C> A JL +41 -,4r" 11 I 1 FACE I�� I TYPICAL GARAGE DOOR BRICK i BRICK' ------- ---- H6 I I I METAL DOOR WITH I I I �'I------------------------�� BAKED ENAMEL 12 �— D6 1 73/4 A5.2 H1 D1 BUILDING 6 SIDE ELEVATION BUILDING 6 SIDE ELEVATION % '**** N 07 lo ARHITECTURAL FIBERGLASS ROOF SHINGLES ,/ 12, n - L--Z SECOND FLOOR — FIRST FLOOR GRADE —1 BASEMENT FLOOR SECOND FLOOR — FIRST FLOOR GRADE BASEMENT FLOOR SECOND FLOOR — FIRST FLOOR GRADE BASEMENT FLOOR 0 hl A4.5 C9 K EYP LAN 1 /32" = 1'-0" REVISIONS_ A `�` «•0,11 PHASE: CONSTRUCT ON DOCUMENTS WHEELER ESTATES SENIOR RESIDENCE DEVELOPf"��i�IT SOUTH WINDSOR, CONNECTICUT 3ECEW A,g 'L U 200' DRAWING NAME: BUILDING t UNITS 6014C4' ELEVATIONS JOB A Wheeler Estates FILE NAME. DRAWN BY: M.M. I DATE 04-1 &2001 CHECKED BY. G.LM. SCALE: I/8" SHEET: I A c 7 1 1 2 II 12 73/4 f'1I I i I r% I A I /\ _7 rr"% /1 A I-r � r1 A� 12 E1 H6 73/, (� A5.2 SEE DETAIL H6 A5.2, A5.1 TYPICAL ROOF O H1 FOR TYP. GABLEEND -ARHITECTURAL FIBERGLASS W/ SCALLOPS ROOF SHINGLES 12 4.6 -EXPOSED COPPER VALLEYS 12 -CONTINUOUS RIDGE VENT 101 — -ALUMINUM GUTTERS AND LEADERS 12 10 r----------- ----- 10(— 0 ------- TYPICAL TRIM r-------------- I 12 1 X8 WOOD FASCIA O 12 ; I 10 1 X3 TRIM BOARD 73/4 SEE DETAIL H6/A5.2, - 1X10 FRIEZE FOR TYP. GABLE END E1 � iUNIT 704; UNII ------- O ______ NUN703 ;-- 12 W/ SCALLOPS A4.6 -----Ll - �6 12 12 �,-12 ------ ;----I l ; D l O 73/4 173/4 I i SECOND FLOOR ; - I I FJ I I , A (DIA O A O LEJ um A O i O I — - FIRST FLOOR = =UNIT 702 ; GRADE I I ACE I ' FACE ----------- ----- ----- BRICK i i BRICK TYPICAL GARAGE DOOR ANDERSON OR II FACE BRICK �, � SIM ; ``� - D6 I I BAKED ENAMEMETAL DOOR L I CLADPEACHCASEMENTTREE LWINf)OWl I I I I H6 I I I I UNIT 701 ; I A5.2 A5.2 I= -+- _ _ — _ _ = I — _ _ _ — _ _ _ _ _ _ I 4 _ �— _ _ I -_ _ — — - BASEMENT FLOOR --- i ------ -- --- I --- — — — — — C O LL — = — — — S — — TYPICAL MATERIALS H1 E1 H6 D6 WALLS -VINYL SIDING LAND FIBERGLASS FACE OF SHINGLES BRICK A5.1 A5.2 A5.1 A5.1 WINDOWS -VINYL CLAD DIVIDED LIGHT el SEE DETAIL 116/42, DECKS -PRESSURE TREATED LUMBER A4.6 AS`N9ED--------I- H A5 BUILDING 7 SIDE ELEVATION KEYPLAN. i/az' = r-o' SECOND FLOOR FIRST FLOOR GRADE C tif�ICK BRICK ' I I' I ul\l\jr\ UUN I RAU I URJ Ur I IUIV I U J I Gr SIM ( I I I I `%1-----------------------f ' D6 I I FOOTINGS AT GARAGES UP TO 4 -0 BOTTOM OF FOOTING. 2 =1 I BASEMENT FLOOR 12 H6 E1 73/4 n A5.1 A5.2 ARHITECTURAL ROOF SHINGI 73/4 12 SKYLIGHTS E 12 Q VINYL SIDING 73�+� OO O® �i ILLIJI LI LLU 1 °cd I II BUILDING 7 REAR ELEVATION-----------�12 F1 1/$,� _ 1'-0„ H6 E1 73/4� A5.1 A5.2 H 1 O rDk6% A5.1 A5.1 1012� 1 ARHITECTURAL FIBERGLASS 73/41 ROOF SHINGLES ARHITECTURAL FIBERGLASS O 12 low ROOF SHINGLES 12 SKYLIGHTS G O 12 12 O 101 73/4 1 12 0 o O 73/4 1 n n r,-1►—nm rm,rm, n r-,—i �l I l FM rmirrTl HV4 I Ld — — _ PRIVACY — — — — SCREEN ®© �© ®© 741 -----— —----I-- _--------------- — —� —_--- — I 1 u� BUILDING 7 SIDE ELEVATION `III /QII I'_n" -- I I n 0 SECOND FLOOR — l FIRST FLOOR GRADE — —$ BASEMENT FLOOR SECOND FLOOR FOR TYPICAL DECK NOTES SEE SECTION H6/AU.2 FIRST FLOOR GRADE — BASEMENT FLOOR 10 REVISIONS �� ICo•01 L u 0 < 00 i %%.0# w� W 1 � LJ Z ce Z C) �-- Z oz5 GJ'9 ® 57 u ) _ D U c) ar- ® Lu / Lu Z ® CL CL LIJ U% C.� PHASE: CONSTRUCTION DOCUMENTS WHEELER ESTATES SENIOR RESIDENCE �/f p C�PM9-NTn • per/ P ■ ■F m SOUTH WINDSON CONNECTICUT DRAWING NAME: BUILDING 7 UNITS 701-706 ELEVATIONS � f JOB #: Wheeler Estates FILE NAME: DRAWN BY., M.M. DATE: 04-16-2001 CHECKED BY: G.L.M. SCALE: 1 /8" = I I-0" SHEET: A4.6 REVISIONS �ar��•ot Ljj ON U �- Lnul O 00 w � LJJ < z ce Z 0 <g Z Lf) ?: b 0 Z) D U vy, Cl� a Lu ULj CL Ln M y(�ry V CONSTRUCTION DOCUMENTS WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CONN�C�GUT DRAWING NAME: Rl J11-nlNC 4 FLOOR & ROOF ::CLAN COMMUNITY BUILDING JOB #: Wheeler Estates FILE NAME: DRAWN BY: M.M. DATE: 04-16-2001 CHECKED BY: G.L.M. SCALE: AS NOTED SHEET: A C 0 r r G 2 H4 A6.3 3 CONT. RIDGE VENT, TYP. 25 YR. ARCHITECTURAL ROOF SHINGLES METAL FLASHING, TYP. FISHSCALE VINYL SIDING 1 X2 CONT. TRIM BOARD, 1 X8 FASCIA, TYP. 6'-0" SEMI -CIRCLE FAN BY FYPON OR EQUAL CONT. 1 X2 TRIM BOARD, 1 X8 FASCIA, TYP. 1'-4 X 1'-4 BRICK COLUMNS BRICK FACE DECK & RAILING AFIRST FLOOR ANNODIZED ALUM FRAME BASEMENT.�LOOR FRONT ELEVATION WOOD LOUVER & INSECT SCREEN — 1 X8 TRIM BOARD METAL CAP FLASHING, TYP. CONT, RIDGE VENT TYP. BRACKET (PAINTED) 4' GROOVED 'SMART A EL' SIDING BRICK, TYP. H.C. RAN AS REQ'D 1:1 AX. SLOPE SITE PLAN r- AS REQ'D O— VINYL FISHSCALE PATTERN (WHITE) 4" VINYL BEVELED SIDING 1 i — FIRST FLOOR -- H7 \X. SLOPE I I ` APPROX. BADE, A6.1 SITE PLAN f I I E SITE CEMENT u P-A PARGING = GRAD BASEMENT FLOOR �—� I ,� 10" SONO- S I D E ELEVATION U TUBE, TYP. 1 3-0" STEP FOOTINGS AS REQ'D TO MAINTAIN 48" DEPTH. 4 5 H4 A6.3 C CONT. RIDGE VENT, TYP. 25 YR. ARCHITECTURA ROOF SHINGLES 7 5'-10" WOOD LOUVER & INSECT SCREEN 12 1 X8 TRIM BOARD 10 METAL CAP FLASHING, TYP. U[ 0 FIRST FL00 — — APPROX. GRADE, H DOOR \ --GRADE CEMENT PARGIN� SEE SITE PLAN &•:FRA E (PTD.) TYP. ROLL-U DOOR: 4 STEEL LOLLY. 6 PANEL MET L COLUMNS 8'-0" O.C. EMBEDDED ITE (PAINTED) °I° 00 , " " ,... CEMENT PARG G'.; TYP: ( ) PAINTED BASEMENT FLOOR 24. 24 24 .11 Hi 10"o 7! 0 _ _L1 TUBE,OTYP. u _ _ U _ _t_1_ _ `r LJ TUBE,OTIKB. N �F= rU U IV ul� T I U IN r LAIN 1 /4" — 1'-0" REAR ELEVATION 1/8 is = 1'-0" STEP FOOTINGS AS REQ'D TO MAINTAIN 48" DEPTH. SIDE ELEVATION 1/8 is = 1'-0„ 41'-8" 4'-8" 2'-0" 16'-0" C RIDGE 16'-0" 2'-0" BUILDING SECTION. 1 /4" = 1'-0" nnKir ninnr tlrAlr in VINYL FISHSCALE PATTERN (WHITE) ARCH'TL ROOF SHINGLES, TYP. METAL FLASHING, TYP. 4" VINYL BEVELED SIDING 4" BEVELED VINYL SIDING 4" GROOVED 'SMART PANEL' SIDING 1'-4 X 1'-4 BRICK COLUMNS H.C. RAMP AS REQ'D FIRST FLOOR 1: 2 AX.-SLOPE , GRADE BASEMENT FLOOR 10" SONO- TUBE, TYP. 1 FOR LE RIDGE LINE FIN. CEILING a co 00 PHASE: Lij V Lij M CONSTRUCTION DOCUMENTS W'HEELER ESTATES SENOOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CON {�,T DRAWING NAME: BUILDING 4 ELEVATIONS & BUILDING SEA", COMMUNITY BUILDING GRADE JOB #: Wheeler EsWA FILE WE: DRAWN PY,- M.M. DATE: 04-16-2001 CHEC.XE,D BY: G.LM. SCALERS NC'TED �HEET: ISM