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HomeMy WebLinkAbout87-99 Town Shopping Center Plans 102EW NEEMILL 4 Co• u 4 m 0 R c ZONING DATA ITEM P30, N. OR MAX. � REQUIRED PROPOSED MIN. LOT AREA 000 SF Q 21 .43 Ac. MIN. LOT WIDTH 150 FT. - 246 FT. �• - .. _ MIN. LOT DEPTH 150 FT. -r 50 FT. MAX. STORIES 3 2 SITE DEVELOPM .ENT PL NS MAX, HEIGHT c 45 FT. 40 FT. r r M-AX. LOT COVERAGE 25 % TOWN HALL c 13. 6 % y � MIN. FRONT YARD Z 65 FT. 68 ± FT MIN. REAR YARD 25 FT. 55 ± FT. RR o F • SIDE YARD 10 FT. 14 � FT. - . PARKING SPACE 980 565 za . . . REDUCTION OF PARKING SPACES REQUESTED UNDER SEC 8.4. 1 PARKING CALCULATION OFFICE SPACE Ga g�t000 - 1y00 fZ�Qul�c�n 57, 500 S.F. Q 4/1000 =� RC o 230 STALLS sHowry (INCL. 9 HANDICAP) 3 RETAIL SPACE c z 6/ 000 _ 520 {ZEAU1R�p =r '� 9G 657 000 S.F. @ 5/1000 = 325 STALLS sKowN X (I L. 7 HANDICAP) o a v sroRM ELLlNGTON ROAD RTEE 3�0 N TOWN N/F jI .� N 04k4VO OLD WAPPING � SOCi TY OR REALTY lNC, �l HOPPI n j f yr O S A V S RO 0 NG CENTE n - - . DETENT " r BASIN R 21 .43 A SI R z s^K. R C ROAD SOU ELLINGTON- i N/F I � SNET CO. ' TH WINDSOR /� � T 520f�0 OCCUPIED `' \\1 13)000 VACANTCONNE TI � o � ttJ z N/F ` � 0 4t'q�pRofv o a. 1 � `l O O •,`y / Q 7 ` y DECEMBER 1986 N/F SAMSEL � REVISED o RC DEVELOPED BY RICHARD S , KELLEY �RooK z J -3o SITE DEVELOPMENT PLANSNd BY LUM G FUSS&O NEILL T��Fr consulting engineers- MANCHESTER , CONNECTiCUT Fl � or U (j)Lzr 0% (0 - 1� 47 1 I i7 'Y _ 9 INDEX TO DRAWINGS SURVEYS F 8c O/ CJ M- 1 . KEY MAP � PLOT PLANS SD 2 - 3 "J scALE : 1 " = 200' TOPOGRAPHIC PLANS - ,..�w ,- S D 4 5 PROFILES SD6 LANDSCAPE PLANS SD 7 - 8 CONSERVATION PLANS S D 9 - 10 DETAILS SDII - 12 ri TRAFFIC CONTROL PLAN1 /2 2/2 - To" N/F WILLIAM 81 FLORENCE WALDRON N N/F OLDE WAPPING REALTY INC. W.G.'+¢ H Y D. N79°15'52"W SNET 4 to 15l. ,,1 1.40 M.H E) ELM W/WIRE N 17c 0 '-0d'E /' �. � „�.-�— —�--.�_— 0 MPL B M = $7.2 6 I �XQCUT IN BOLT I•e N . N160 29`-28"E , ' , � r ! �r�10" cHELa) I SOUTH SIDE �J / p �� / / /�~- ` ��� I �• _� 290.40 l .`jMPL CND OF HYDRANT `t..F SNE ST N WET AR / POL ANC /F AREA I cn '40N N / / '-� / \ 1 \ f ` �—`—'�—` /$ to W 0 0 D S rn HEA I / W + / o ET AREA00 85 `�--__ 20"MPL IN, �-- - � � - O o 10"MPL. IIc HDU S E u SIGN M got{Z H. -� " _ �" �- / / / ► AREA = 6. 63 ACRES 6TREE 1�'' SNE • NOTES SPR: POLE} ml toil ' 1• Reference is made to the following Maps : HELD A. "Right of Way Map Town of South Windsor East Hartford - _ 'IS„ �,��- f / DRIVE / Wapping Road From Wapping Center Westerly about 5200 feet NOMAs✓$N�F ` ��-/ / /� _� //i / r a8 _` �� 1 w o o D \ �_—� r _ MPL. �' L_t of . #15" Scale 1"=40 ' , Dated October 31 , 1932 Sheet 1 AC�D�"A�rh`G, �_,, WET , ` 1 1 �` \�� / � \I B. "Property Surveyed for Albert S. Dodd, Ellington Road t / 1 / i 9 r o / I ��, AREA / \ � ` � ^� � ��90 South ,Windsor, Conn. " Scale 1"=30' , Dated March 1953. co: `� I , , / • `.� ,i GAR. 1 0 0 C. P.Ito ert of Lloyd N / so — -�_ _ t 1 P Y y N. Hevenor Deming Street So. Windosr, Conn. Scale 1 "=401 , July 1953. WET / i I \ �` �/ \\ \ y L7 \ _ N l I , Reference is grade to Volume 182 Page 3 / / I } � ' / �\ � w1LLow - g 70 of the South EE:D] �/ Windsor Land Records. DRIVE 2. Contours based on MDC Datum. WI " CV / ` / / / f 1 5" TREE 111 D R, �' �' ^` \ ' + i0"WILLOW SNE OVERHE�- SNE i D0IRo8 0�CDOY / ` � �__/ \\ / �/ �' 1 �� W 217 WIRES 6"MPL WILLOW � l l qo_� � �— -' / � // 12"ELM 2-15" / \ / / I/ SPRUC5 � 30 10"APPLE -`93 z-30" of WILLOW O / k , // ' 1 zZ'✓� � ` w1LL0w I� �� HOUSE I WIRE F CE S 15� 10'-37" W 836.99 9 0 CHO { / i 111 (HELD)i I ' CON /M O N. / l it/ ; J 9k l 10 CVai co -p AREA= 1. 92 ACRES o �° co rn. CO NC MON. `CONC• N 15� 16 L 15"E 866.43' CONC. o c MON- (HELD) �' FUSS&O'NEILL C'- consulting engineers MANCHESTER , CONNECTICUT J No, )2321 " Tl' = _ <, o �• PROPERTY MAPPED FOR I HEREBY CERTIFY T�lAT THIS MAP AND SURVEY WERE :�<y_CCNsE,,o¢- . PREPARED IN ACCORDANCE WITH THE STANDARDS OF A '�•,�Q 'suRv�;►*'`� CLASS A-2 SURVEY AS DEFINED INTHE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS,ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE REVISIONS RICHARD KELLEY i2/ i5/86 CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC, ELLINGTON ROAD SOUTH WINDS OR CT. PROJ+ . NO. DATE SCALE FIELD BK. DESIGNFR CHECKER SHEET N0. b - JOSEPH MERRiTi 8 CO, ` 85-489 10-29-85 1 "= 40' 426 LRG JD -- L.S. 0[?7� / S. : y7 / (/YOr Tv IS't./9L F) . .^r..?•' :.y So ME:, r�it1 L� 1. 7.. +r 1"' 490,E GL ^ qz'� r4: >,•, �.9r4'GEG � r Z62, 1996 46 4 'Q 147 4 1 ._ - .�/1'_ 9.}'� .`lam ..•,7.;:';,+!_::'i� J "?fit•• ZOG U'o 6/,J79. 7 JV FT ,�' O,f Z-G4% f1 Gfi'L J ��,f/TE �'F c,i'l�fir�f✓G d-J',ViS�� y 14- k` I F— t/rEFER£NGE /,f/L1AOE TQ FO_LL OGt•'//Vv /Wf>!PS' C1 Ga'Y,NtGI:GUT r3'TAl£ri/Gf%G'Y.�S'' O�r'flrQTi1%IEiYT .. i ,► • .':•;�:.•;,� c _ _ .. . r C. a ,4;::=HT D,r E-i•;a�r'/}•1Ar' �i'o !,i:T-.?:',S'�,r El r'n1'2 �� _ -- - - - ..- - 6. /Y 4 c ".r'O,r /.9/j, lapI/Y /YZ7 - ~;N�-,f3,F�f'O!.'/Al S 0',WLc/`_A2,'t/6!L f9rQE4 , 'LIJl,✓L.-ail':�G,'.ti�:f','1/.5':�'/l�.Crt�rG/J'ETTE, 8y - r F I hereby c1srllty Thai this mqp find survey were 194'l/riilY Lr rah/a,Y L tf cf'Ga�£/"=20' o-.. '� prepared in accordance with the sinndr�rds ot'.a NOTE NO, I t " _��.��9 _ Class 9^.survey as defined In the Code of f'rac- ��� �} � lice fur Standards Of Accuracy of Surveys and lf. /�1'J'.v`,�-+':r (;JF J/1'L ,YC'D :`dry` Gh:�.'�'.!E,1'r9. li'�,•iY C E r,-�--�� �'} ! r - tit a p s adopted o p t December e r !0, Imo `'' C�•-�,5 C r E ed Dec m 975, and a, t7EGE�}?f��:�;;91T6 '%C7lrY,•9'r!L£rPri�s/Yo 179,�8 p :L� E amended by the Connecticut Association 9f'Rv4c.t',r3' C�FLLOsG'/YNLI�t,yJ�PB1 GyflLj�� rS / 6 Land Surveyors, Inc Tf;l� �_Vl StC��JYU55 r� }. 1EtLL INC .. /9J. CLOSE,JENSEN MILLER l J h J`U,YG'c FGiS' ti'h'RLD p%f'E�il/LLO 3�u�/Sl4'L'.:D Civil Engineers LA Surveyors EiYv//YEE RilYG;'ye CIUL�1962 /9Bd flL E f G C J M �= F ,YL[f.[t'-:4:51t7'L::Y�fCi.+:.A ri�t4r=a.U= :_.,�...r.. ^.:..�:.s...:..:•..'..t i'::..:-.....:, . .. LSSJ[4 , ` 'r7ii'.,.'siiBbyuIIY_�G•V;�J-:—...f':.-C-�T:S:i'.LS:f.. /1t�'1'GSA'-'�V.:51h'.�r i�A4 .Y `+/MH�>R'fSft:YJ .11.LSS.�9A`.iYJi'�C'+RI}i I�Y <ILL - �Sr"�i«_.Yii+"�k�Y63�±.piC�t6�8�6['ir ':.a[iYf7::.. .: aI1 J!Z]:-5.'T':17:44tTw:.YT'aTJS:-7!�'�ar cr.-.r+.n '�7�37tt`+s7:lnx,i3LT.t`.7.�SFCit'... _ QBi�t' 'M"+S��f6L,YY.F:LS'CL."fA"iSL, L.._—_ _•-• ----- / - 2�C.iciCy C) i,�n L ci •� .l �•'� •. •- ---tee' -�S-8� Nb`1- No f , _-- SEA E .1 t & ' �; Sheet No. I r:S i `l G>i •J 'ii ,.,, ! 1 .! ?'. +` J t' �s}�1 v Fx 'xs `• F Wj. y� f�, � L � 'AZ Y E���y �6:. �f� ','��� �+ je k Y t �1./ ✓ /yam✓ J f✓ ��//� JX4 ////�[////y1 ,v s .,,; - ;G //may�/r ``L' .. ...s.r✓� 9f 7.a. r !� Y 67 Ft ! d'� J [r a V ��+i '\ <9tr '�<-c.� V/I{. 1 f 11 r•" _yChecked Ccsr�s ,fi~inc� F.nc'�i=ors �.�ri�# !?�! Surveyors �,; „� Planners - , It�st�: .'1'grF'>S�/ %�T� Ilya A No. 4142 �y� a _ 1 14 *. Si Fas Deane Highway€�Ci6� ay , _ E'L L !y Q � is CoyN/QOUTE r�Q� :�+�4: s•��JSJi��o�ro�`'��` C'f ��1 }. �a+{ t` _ tt i �;i�rtt-l. cti�ut dia 19 t �l`�OUTH G�%/YD�'O%t', Co/}'iYEGTic�T °, nv`{ Na fate Description Fife No. �fw 1C: :l .L i�1 i. , � - [ � --- � �� !.ss:P.a[►,t0 A6iaxs![.:W?,4+1 .,:.riffs"y'M1�6svt'.ZchA!�7•,•�i;#s.!..Lk-•:..isdV: :�6,•Y•. _ o w • ` �' 4 R �f C /•� �+ 1 J . T mn af�so[cf/7.`�u7dtvz L -, r, - - '• .Court,wwom0.CDNN.Dews � � �1 C)/Li/7 O/'',�nrcf./7 rilUZlf(U 7 " Y AREA COOK Cal/6a4;]II 11.a SULL.VAN AVCNUK SOUTH- AN CONN.IN,aJ. tsao SULLIVAN wvtitvuC lGaa Sstl- March 23. 1987 ;1 ' - June 30. 1991 RECEIVED it ..Mr. Richard S. [alley NOV ,I19bt CEI�FfD 1�II.1748 Ell/ngtoo.Road Mr. ltfchard Kelley 1'0:.S dr O'NCILL.INC. South Windsor, Cc 06074 RSK-KE1-1 0 Dear Hr. Selleyt - 1744 Ellington Road South Windsor, Cr 06074 RE: Application l436 - Town Shopping Center BE: Town Shopping Center NAt the March 9, 1987 =Carlo& of the South Windsor Inland Wetlands Dear Mr. Kelley: Agency/Conaervatleu Commission approved with conditions Application rrne to construct a Town Shopping Center on property located at the Please be advisad that the Planning A Zoning Cemi.uatan voted on June Ib, 1987 earaeY of Ellington Road and Butkland Read,as shown on plans preps red to approve your applfention for a Site Plan of mmissi by Fuas a O'Me1.11. Consulting Engineers, dated 10/29/85 ss raviaed the south aide of Ellington Raad, between CSark St. and Buckland Rd.,Development for land aaacal own 12/15/86 sad 1/9/87, consisClag of li pages, The following on Plans prepared by Fusa d O'M,LiI dated conditions suet be adhered to far this permit to be valid: to the following: December, 1986, Shads 1-li, subject I. The docuretii for the right to drain LOCO the South Windsor Land 1. Plane mac be modified a, follows: Trust dra Luageomustybelsubmitted006 with the co this Construction tosai anion iforsrevfevhby May 1, i987 a. Aleft-turn gwetng lane moat be Pmvlded oa Duckland Rd, at the prior to aOy eoastrpetioa. 5 cotmnre interseecian. O Plana oust •be modified to show where the silt baalns will be b. All sidewalks suet be portl,ad caeonc concrete. F c. A crosswalk shall be provided at the new,traffic light, which 14tiVated through out the site, should have a walk phase, WI I I IAM f 3.1 We recommend a bond is cha a■ovgt eE :20,000 be submitted to the d. Lighting throughoot the wrklag lot and pedastriae walkwys a FL O R E N C E W AL D R ON m.t be Lnetaaaed. and and Zoning Com■issiom to eaavra complleaee with Erosion �- e• The pmjeet oust ba phased far eatlaecuetloa purpose,, and the sad SedlaeaC Coatro2 Hesaares. PlusIng mu:c be indicated- the plane, [• The p.rkfnR fnreuLa should reflect the Town's requ ira■ene [or f,i/ 4, A blaeprimt copy of the approved asp with modifications requested - each sae. NV above oust be submitted to the Inland Wetlands g. Wecer knee-at be thou.. N G Agent /Conservation Commission prior to commencement of any site h. the topography on the a[(iee building parcel that fronts on E WAPPI y P R REALTY L T Y INC. bucklsnd Rd. in incomplete. The existing and proposed topography . 5. Construction activities shall be subject to the approval of the should be included In the updated and revised sets. !• The trot ua.tld be the supplier [or water. W.G.^[}N HYD. - Town Engineer. J. The plans should Indicate the pavement and Wse thlckneseas for 11 both the parking areas and the main traffic corridors. This IS" 17° 1 I Tye } 6. The application shell indemnify and hold hntalese the Town o[ could be done through a typical detail. ELM � ' W/WIRE _O _Orl 1 I _ S• 5e. W SNET South Windsor against any Liability which might result from the t7 , 1 i I II 140' M H O I proposed operation or use. 2. Speed bumps must be Installed on nogaeots of Lacer'lor roads, in LocatlOnn as directed by the local traffic authority (Chle(of police) and the [Ire ---: 4C,-�1 81 ` , t f 1 7- The permit !s valid [or one year and shalt capita Marsh 9, 1988. Marshall. VV 1I 't0 I �/ - -_ I �� -~ - MPl Very truly yours, 3, Building.Met be Prddoglnancly brick with as/ / �S \ ' k 1 peaked this lines ue daptoed I / n � ��._._- � - � r I,p 1 �I�� �, �I,� ��. -. la the ryplcal bwtldingn blueprint submitted to this Camisatun. V - c- ` rl , I I - G• i1 �8 / i� \\\ I OI 10^ cl� / C. ..:... <. The traffic tight to be tnetatfed (it approved •' - - -- "" ' I Q /I scatewwned and a ( wnedn by STC)eras d. h. either - 0 -2 290.4 \ MPL (MELD} Ell-; eth Var ten, vice- hairmen paretoJ or privately owned and operated. xl.a Taus of ,{'`�, Light. 5ou^h Wlndeor will not aasues ownership or responsibility for the traffic -�{ -I " --'- - �� t I •,J C}"I D IalanG Wetlands Agency/ M I � - e_5-1 10 SIDE YARD ' `W IGN Town CoaseofaSau[hCWindaoron B t• - C �_� I-P 5. AL such else as the site to the wont OE.ch La ap to proved alto (M/r the Provide for Cos•), andnnr the site ee the ,ouch a[ chls site (R/r Sa■ael) WET AREA OL EV:dlb provide far an Interconnection between ,Lima this s lta shall conpl.r. Q) the access road interconnections as shevn On'thia plan, or as ochatwLc CC: A. B_ Davies, Deputy Tovn Englgeer approved by this Co,seis.t.a. RON C\.t \ / / I i 1 _n '�h - �' '� ` / ` ` Richard Mortal, Town Engineer 1 / �'� C ' - / 4 Marcia Banaeh. Diraegor of Planning �}- Prior to comencement a[ sny all:e wrk, a aseting oust ba Add uhh �1I Michael-Castick, DS rector of Public Works Town Staff. /,, / Thomas D'Avria, Building Official Lan ire y Herold Chairmen, Planning and Zoning Commission y' Wa building Permits will be issued until the (Laal plans have been (Lio4 _ .� Attorney garold Cummings In the I hI I I / -h ` / I �T1 Fuss a O'xe111 Town Clark',Office. I IVA/CC File 8• This sPPrOval In subject to the condition.of approval of the Inland t_�' I•'� / 1 // ' 1 , 4 I ' ' 0/ ' I W C} (} D S ` �� `--�- �+' r 9. Ant&.-built plan/vi22 batlon requlrComaed prior to Lsgagce Of urclllute of 3 0 - r occupancy per Sec[!on 4.tJ.10 a[ the ZOOSng Regulltfaas. Y L J f / J '1 \ /'n t T l0. A Id aoscape band or$25.000 u � y / � • / f � / � 1 1 ' ` I 1 � t � i _ �i} Q Y.gwLree. Rack sad wh Lte transparent ayiars of the Corer Page and Sheet. 5D2 A S03 of \ ' ! the plan.tartar this letter and the Inland Wetlands Aaeaey/Canaervattsa Comi.aian ' ` ' �'`• `\ -_Q y_ sntireallan,tmustsbe+ubelctad re this Co-lea ion to be ue d and s m _ � ` ;� 1 1 / �-.� •1(,� \ `y. •'-� �l\ �� y p reproduced cbareoa, eogathar with twoblueprint copies of the OI i f \ v i / k I C ` / •�'. '` / ': y '-ft '•��-'.` �� AY L Aster algoina, the myLra will be returned to a■ee nEaad. WET - 1 . �•. yaw and-,c be tiled !a the Town �- AREA \ - 1 ` 1 I , ` t - 1 HEA 1 clerk'.O:rlca within 90 nay,. cs7 1 1 __ /�' 1 1 < i / I _ wAt ,J„ ,' I truly 0 \ out /l / ( , I i I m I / �,- /1` V� ( � \ 1 Very y yours, Z • / L I I ` / :c QFFt�f I Z \ 4 1 PLAMIHC A ro( ZWIMC C0M= a LL cL _62 MPL. laulsa C. Evans. Chairman f l5 \ i 1 OR IVE \ 1 js6 / / 1 ` 1 i I - "--( I r • "y X �_ •- 8 •L _ CC: R. Martel. TOvn Engineer / L1J T U�. V D��{ + 7 I - l.• �. \` \ O M. ganach. Director of Planning // • t ��out-r 1 1 '4 l 0 II E. Belleville, Aaeeseor cx T- D'Aurls, Building Official t,1 �1 c J�J� I I ` I / N T Uf l� � Trly ✓ rlTL I G lDl� - �- I 1 - l \^ 30t rL / 10 M L I]I I� Iw cC I / 130 ``Y, 1 I Ile J. She-, ER000mlc Developer/ (D Y 3 I tD HDlls� tV 1 10` 6' REE t { G 'a PARCEL AREA - •r t , t to !3 _ _ 6' �� S' ;'1- e.s. / I 2Q _ SPR'. E mllm NOTES r MELD - - ��i 1 6 ` ACRES ,s._� 1 _ } lIA ' ' -- ° - 4 0 I . Reference is made to the fol HOMAS �//,C _ /'/' / �/ /� } rr lowing Maps : �Q A. Right of Way Map Town of So uth Windsor, East Hartford M E�/2 - __.. -/ w o o D _. ` ' 3 9a 1 I DRIIVV .� Wapping Road From Wapping Center Westerly about 5200 feet QCCOrq�rHG \ to I M N ? %� A0 I Route #151' Scale I -40 , Dated Oct / WET I I;I �t :\� 15 ►t) \ of 2• Ober 31 , I932 Sheet_? O f/ AREA ~ / / ', - � � _ - � iD 120 ! - `� "�:' _� / , �- \ o /s,R_. E i'� '� Rt�t1� 1� ,` B. "Property Surveyed for Albert S. Do 1~ dal Ellington Road lei o i 1 so South Windsor, Conn. ,, Scale lt'=30 ' Dated March 1953. 1 r FZI-I 1= T (n WET ' �\ \} _ i, �,; , t 1� 9 - _ ° n ti i l C. Property r AREA '• 1 \ \\ , 1 t \3 _ 10 -44 8 W t D P ty of Lloyd N. Hevenor Deming Street 9 So. W� ndosr, Conn. Scale 1 "=40 ' , Sul y 1953. WILLOW 1 / "yy '4q_ SHED 4p N D• Reference is made to Volume 182 Page 70 of the South -' t -�� 1 '- ` J ,� � �� 1 �h� I• I cRo55 Windsor Land Records. N FD F y / f / _ 2• Contours based on MDC Datum. r �1\ � II DOl'T Ctic f�- } g 1 / W 24"MPL` I ~��_ / /.�/ i - - 1 1 �/� 4Ou 0 HE"WILL 21 g ' (/ SNET A� - 1 DUMPSTE G, " ,Q�\ z� I 60 R T wIR _ s PAD R \ v - - -" a h DUMP F� MPL � 0 //// `� STOP BAR 1 �� R Off_._-_. " . ST L i n 6" wILLOW3 , �l{1 �• �� - . --p � ! --,- • z � ' STOP SIG 12' z l 1 t N q- SP5RIT 1 / ! R I-I ONE WAY ` _ " - - - - �= �/ 1 `` " PP LE' 2-30" /`0 -- - ? W 30'0w !RE F CE / - - - - _ W ILLOW I i I•� cu / ° I It ,-�/ (2 !(� HOUSEBUSINESS / S 15 - 10-37 W LOADING / % SIGN ' 838.99 � - MON. 9a� - - SERVICE ENTRANCE I `, ' 2 NoT1 : 1 # c D O O 1 30 13, !3` 151 10' Id 5` 64' �X I.5T INC. Loy / rrAF5�IC- _ ' CotiTicoj- 1- s DO NOT / PARCEL gk• % ` 'STOP.SIG '.,. . i '� M IN BANK I PAN R 1 ,I / Y f - -- 2r500 S.F 6Uf !7!t JraS RETAIL DR vE 1 8r STOPK= H CURVE # I CURVE .`A I E A= C2 p► �, �. Q W - o -ro a>: # 2 C u <V of /LL, / S. / 65,000 S.F. RES` %.,�, 3 - (ZeMod�t7 0 A 55oc4AT�s R VE # 3 , 2,or70 S.F, DCCUPI,ED ° t " 1 I o' l (. /3,o0o s.F l/ACANr ) - / �� j'. W cv p Z ; - I6 - 14 - 02 69° - 19 - 29 ` 120. 00` 69° I9 _ 29 r N kz d R 120.00 _ 110. 00' T W 17. 1 i 82.98' + 76.06 MATCH LINE-- -_. - _ ,/ , -� K1-a 11 14� \ y L = 34.00` I45. 19' 13 ` 3.0 9 /CONC. E x �'--, - � _=,r, - 0 i f �r1 O N. (HELD) - TYR Id 12 10 i-) 866. --- - - - -- - -S 150- 10'- 37to W 309' !2 a 12 C7 00 ti°' to 05 so FUSS&O'NEILL consulting engineers MANCHESTER , CONNECTICUTW- >. N0.fi299 r•�i40�fRf^1.8;;;-°:'�`..•• PLOT PLAN AL REVISIONS TOWN SHOPPING CENTER 0 - 87 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8140 31. ELLiNGT ON ROAD SOUTH WlNDSOR CT J EAH MERRI71 d CO. PROD. NO, RATE $CALF FIELD 9K DESIGNER CHECKER SHEET-NO. �- 85-489 I2-15-86 11r= 40r 426 DA K SD 2 - «'._r. 1,, i'-• _ - _.• •...�-... ...-r.- .-_ _ _ .`?^ -.. .. •.y-.. .'!:'ni-'•. .. _ ._ - r .. - - - - I .. c.l.. r q.• •' IS•?••[� gn�'7^T'vt•-•'.''y7iC�? . - j. .. ..!��^^�iTIr1"rr?'.1•^�'4FT.. :1'v T�X+�`:":if' �i•t •.t .91' SAN.yUi. -- N/F JOSEPH W. IRENE LO 865 BERTRAND - 1 A'T.CH LINE N040 -55'- I ' E --_-- 90 --cr) � �. STOP SIGN /` DUMPSTERJ �'� •' + L, '� � Q,P� 4p R N f. 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C 3 / 8 CRATAEGUS WINTER KING/HA.SNIDJO _ _ 6 8 HT. TER/HONEY LOCUST 2 " `e s _ _ � / i / ^ _ , • , •�� � � � ' iO II � � D 1� / 14 GLEDITS L?1 SEfADEMAS 3 E / - �'- /-- - 10 PLATANUS A. BLCODGOOD/LONDON PLANE 2-1-3" CAL- . HELD �-k `T� - -'C" �•, 1" r- - — � � l _ gJ"•; ' I l; DRIVE;' \ ' " 1 F 1 / 2 PICEA GLAUCA/S�IHITE SPRUCE I C 6 7 HT. l - SHINER/BLUE SPRUCE 6-7 HT. 0 0 0 5' ` _ _ ! D { / 2 PICEA PUNGENS i , - / H 42 / 28 PIN-US STOBUS/WHITE PINE 5-6' HT q4 ' // w E T + -{� \ D 1 �, K 2 / 10 PYRUS C. TRINITY/TRINITY PEAR 8-10' HT- �� AREA `- r / - �� _ / 2 QUERCUS RUBRA/RED OAX 2�5-3" _o _ _ M. l Cb - I ' J S 9� I`S - / 61 BEPBERIS CRIrLSON PYCC DStF 15-18" _ / \ �` •\ ,- % \ D o j O N 22 / 2.16 EUONYNNS E.. CCI�PACTUS DS;I' .RED BAF?3US[, 11 ` i / RURNII�G ?�LSIi 24-36 ` P 8 / 9 EUONYMUS F. tTCT TUS BIGLEAP S LEPER 1 � �_ O / :TIN�'ERCP 5-18„ wET \� : D 30 ,r I 1 R 6 / 2d_ JUNIPERUS C. PFITZERIANA/nFIT7.ER .?t. 1IPF.R 24-36" AREA f ..•• r• wlLLcw S 2 / 14 JUNIPERUS C. TORU`LOSA/HOLI,YS:TOOD JUNIPER -4' y : . sHEo 4 IPEP. 3 _ HT. S I \ i , T - / 126 1vIYRICA PITINSYLVANICA/BAYBERRY 18-24" ►� D 12 58 RHODO. DEL. VAL. S,'HTTE/S.,-IITE AZA-F-2\ 18-24" / 39 RHODODENDRON P.J.M./P.J.M. RHODY 18-24" \ 33 / 36 TAXUS C. DENSIFOP.\JS/DFTt;SE SPRr-_?DT-c; YFw 18 24" 11 •L•-" S•, rY/ Cv -. \ _ 4 D D 1 S" TR v •24'MPL:-' CIF. N/�r y .l ♦ • T 90 D - X 5 / 14 'IIHLIJA 0. PYPIIMIDALIS/PYRAhLTDAL ' of ♦ i -� - � .� � •.—^ :' s ov i1e to-. • � , ARBOIZ�ITAT: 3-4 I I'. 00/ LUC 17 / / ~ _ ti J� ',. `V - y /f LD•. WIR _ _ S 9 RpN Y A. ` /. r\ 1 .� / 1 - O PEPL:i.N AL BEL•S: CROCUS, NARCISSUS, COREPSIS, I�TECC�ILLIS, ACHILLL'.A O� _ 6..MPL l MALLOW„ ' •'i/ •O _. - \' �, _ :•� / / 12 ELM •,SPRU I� ®. :� _ O APPLE 30" _ _ T NIL I 4 / 1 --� L _ _ - / f/ -9 _A ILtnw ,. I`1v HOUSE C' i r,Re F CE S 15°- 10'-37" W f f _ _ 771 c o.' CONC NON .•�. , I - j J D F. \ F ft w : R w w w w x wy R D LINE- MA it dOHELD) f - 11J f; : ... . `..ax, t FUSS&ONEILL r , o consulting engineers MANCHESTER , CONNECTICUT LANDSCAPE PLAN O�er�r��rt �• TOWN SHOPPING CENTER R DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8140 ELLINGTON ROAD SOUTH WINDS R., CT. PROD. NO. DATE SCALE FIELD SK DESIGNER CHECKER SHEET NO. JOSEPH MERRITT 6 CO 85-489 12-IS-8 0 86 1� = 40' 426 i3AK SD 7 SAK MN. 1 � WOO w�a IRENE r rI lip Oro SIG" ••►+~ T j 0 Z{YD 1, D LL4$ -- — — \ N/F ROBERT A.6 PHY �. \ � V / 9 ��- - - • -. � - • - '. Iq 1 N W�.T LAN $ WA VL-leH r 5O P ' 1 ry Z K g ¢� N p, .: '� o� / `• . . N i� �ti 1 wlH Zso v� t�t�N P �s u • �: T ' J 7}� \ ` \ '• (' '• . . . - • M . 'ggyam yV1TLL LIT, . '/• M X • ,. ' - `_}j , p�VC,A'Zl' 9,q.A 99' g HibN 'r ' URA S0vLM w250 Ll�, s,t-•1C�� A oN Zai' F'D5� too" to IV FOR Sav�NOS 1 �� 115. R 1 ---: lz � u 1- of •f _ , V SpMSEt- l AV 1 4� N /F ONN r p, —54 l �r , l 9►tE r C I I Kp1 r. FUSS&OONEII T' MANCHESTER C ;�'� rr:�"� �' ONNECTIC AND n s,/� t n ! _ Li 1 JOSEPH MERAR7&CO „ ..- •^'-•~ r 6 . Areas to be left bare before finished grading and seeding is achieved ll . All control measures will be maintained or replaced during the ,►AII ANTI-TRACKING APRON shall receive a temporary seeding of Perennial Ryegrass applied at a construction period , as necessary or required . /A aTGH Llt'I� _ �-- EROSION & SRnTMFNT CONTROL NOTES 5 To7Ac. ' rate. oof2 lbs ./1000 sq. ft . at a depth of 1/2 inch . Limestone c-z✓NGTH D�� - Z . All erosion and sediment control measures will be constructed in (equivalent to 50 percent calcium plus magnesium oxide ) shall be 12 . Additional control measures will be installed during the construction applied as seedbed preparation at a rate of 90 lbs ./1000 sq . ft . period if required , or ordered by the Enqineer. accordance with the standards and specifications of the "Guidelines Planting seasons shall be March 1 to June 15 and August 1 to October ■� 4' �rrv,G, for Soil Erosion and Sediment Control" by the Connecticut Council on 1 , l3 , Sediment removed from control structures will be disposed of in a Soil and Water Conservation . manner which is consistent with the intent of. the plan . 2 . Erosion and sediment control measures will be installed prior to 7 . Areas to be left bare before finished grading and seeding outside of �� IZAlI.RoAf7 iIES construction . See construction schedule . planting seasons shall receive an air-dried wood chip mulch , free of 14 • Contractor will he assigned the responsibility for implementing this2„ GP�St{gyp coarse matter, treated with 12 lbs . nitrogen per ton, applied at a erosion and sediment control plan . This resi�onsihility includt:rs thr I SToN � ■ l rate of 185-275 () lbs ./1C00 sq. ft . installation and mair�r. : r�,,n� - f control rmeasures infor.;r,inc, al. l u 3 . Land disturbance will be kept to a minimum; restabilization will be 3 part; Li'S enCldC)e(1 on t}'ft1 CO(:rif_rUC.C1LX7 51tc3 of t}i4 Ct3(-1LI1Ctlmtarll::+ <lfl'1 `ri � / q o scheduled as soon as practical . 4 q ,I • 8 . Haybale and/or fabric filters will be installed at all culvert outlets objectiv_•s of the plan and notifying the proper Town agency ot: any Ct IZ o° 4 . Seeding mixture for finished grassed areas will be as follows : and along the toe of all cut and fill slopes ' ��p greater than 4 to 1 . transfer of this responsibility . The Owner shall be responsible for hl ■ oc o o° ° o ° conveying a copy of the Erosion and Sediment Control Plan if the titla It Kentucky Bluegrass 45 Creeping Red Fescue 45$ , Perennial Ryegrass a • Culvert discharge areas will be protected with ri ra channels to the land is transferred . U) 10% . Seed to be applied at a rate of 4 lbs ./1000 sq. ft . Planting rip rap MAINTAIN ANTI -TRAGKIH& APRON IN GOOD GOMDITIoN rlLTr-12 i-A091G seasons shall be April 1 to June 1 and August 15 to September 15 . �1 ^� ' hmovrat-+ouT KO^DWAY 5WsPT v t'AIL-Y To REMaVir ANY � TEr-IAL THAT MAY F�lr TRA�K�17 10 . Catch basins will be protected with haybale filters throughout the � ■ ^IL-Y 0 E.MOi"f, N 5 . Seeding mixture for detention areas will be as follows: Creeping Red construction period and fln,. il all disturbed areas are thoroughly _ 1 Fescue 45% , Redtop 10% , Tall Rescue 45% . Seed to be applied at a stabilized . (� f rate of 2 lbs ./1000 sq. ft . Planting seasons shall be April 1 to June , ■ 1 and August 15 to September 15 . N/P OLDE WAPPING REALTY INC. � Vie. HY� 24 '17" K% Sheri 5G'!1 Z 8,- Z18 I S= G•fooi: 5 �J.(o% $NET M.H Q W/WIRE N 17c 0 `-0e,E ,� - ' ; + l09 110 1'n2'0" ` 13 M = 117,2 6' 461.48' HAYP,SAL�S j•OK SILT V'>�NGl� -%� _ MPL 14{ "x'CUT IN BOLT �� -T~ ' ` - - �s -- �_ - t e•earre r.l? N16=!'. E // 290A0` \ay 8� IMPL 1CHQ t12 SOUTH YORANE IT 80 , r � - - I.P - / SI�DPIEs , i - .,* - NE l / . OL SrgNC N/F / j / i p 12O 85 pDUBL� ROW tO t1A)zr7 r-A I L ° / HAYC7AL_�s q R�ti i / ` 6ET�NltION� ASIN: ENERG ISSLP+4TOR �, , I fn , I Two a�/�oI` ��" Ii`iL�r f� R�M�IMe Z60 % AY i�J \ - - HEA Z r( N0. STRUCTURE INV F ` � � / - WAL i v e3.T' RG�Lp�GE �X!5T. I�,I KGP '1 T. - ;' � � � � Np1zTl-} of G. P�. �I!� WITH ■! o, , � / WET AREA \ f \ \ J , ' 1 ( 4S' O� h` C �' I� !N!� 15 (`C`( C. B. 85.36 92.6 t � Z R P. T ca i z �• � � � ��r�- 1 / 1 t � / _ -- _- LEI �Ht r 9 L._3_-- _ ___---s'-``r-- 15' I N TO (� Al I`�I. 16 86.25 89.75 i II - / -V�- + ..MPL. .• '_ 4 OR{YE \ r11 5 ■ro �_ 9 / 17 86.47 89.6 90 j Y i Q r tQa • to" L i1� ( n < 1B C-L C.B. 86.83 90.5 88.0 SE 1 �(� f 19 87.5 92.0 M.H. ■ , ,� c ,�!,a s>a�r It tt VOID R A REST � O - 6"TREE 9I . 3 SPti1Vr , C'I`n Z24 ■ t1' '�•.��.oy tt t, 84.09� �� /' / ' -�� _ _ g� �•,� III 21 C-L C.B. 85.3-15 89.3 / to HELD � saw /8°�rae�-5%� - r -<< ���,- ���� ;R�, 22 F E.S. 8 3.5 T,y0M4S J N/F -- ' . "~ �% % \`88 - _0 0 D `5\ - �e I DR a.�a I�e e I/D �- �•`` ; I "5UtZ90UH P ALL r I09 82.7 &8.0 g\ OUTLET CONT. � _ ' �. ® � � � STRUCTURE A44 Zq� _ / / // !1 \� t•1 r t 0�` �' , GAT�H PEAS S ! 110 11,1, B2.4 - OY THC ! qa / WET { , 90 �r 90.5 i �,�� _ ttA,Y13ALr- eoVI-Iz L tt - _o �l / I AREA , ' `� �� + H P �' ; 1 "� KITH FILTi'=1� FAl3KI G `��� !II 82. 0 / ( I i /I / �/ \ �� (�\ ( ` / - �� �1 .4 ' � p 90.6 �.�` ,i ►90� }o if Q A5,- C7r�."1�A1L�)7 112 u C u C_B_ 81.0 EXIST. GRADE Ln it �>�..=L / pj ���• r u,o Q I I- Not 113 75.4 ,'� WET I \ ` �� ��\ 30" *10 19 F-- .� -- ..1 -1 Ln / Z AREA ' / I 1 j 'i l �� \ i _ \ o _ �r 91 WILL ` I r N i N 114 71. 86 _ 115 F E.S. 71.0 I ! P + ro I S•. TR 54 SAN M.H. 82.50 94.0 /�y , 1 \\� _ , o •., ` / P,�O✓ion j,• ' 1 J y �i'� HA 1 At���j \ \ \ 9 r . ,`S, -8 10�VWLLo / �,%� �'z 1 r 0 WIRHEAC - ! S 9 } p�or>GGT/�/� �Ot� r 55 tt tt 81. 33 92.9 DO/ O CUC �_ \ ` I \ �� `o rrr �. r 92� j9 • �X/�l1/`1!� T12�1~S �l t, tt R Y q c0 92 S / g� c "l 56 110. 14 EXIST.GRADE ` = fir, 6"MP� J�i WIL -V • { r / .� 9I.2 �-_-- J D �. ��r _1 - �/ 1 � 57 81. 91 92.0 I ,}� ' sa Q '1- ` r f - �/ / / . p�`h ,tv 12' L M A �� . S P R U I P LE �- rPr r1�!9 93 - - _ - �- ( w i LL0 w p,� WILI..)W� rya HOUSE ►r STOP �f -AlNA&C- PlP� A srrsT ■ / t „ _ / rrr ! 2za Si�Alrl� �f= SL OTT>✓D ,4DDtTl A1�ytIRE F CE r O 92.2 ( r Y 0J ti oN �.,. 2.::.`.�_I�a lr+ _ I.`�.�E�.33...VIL- v.�. , ..-:..838�3.9..I5 r` rlrf ✓r T_ - C 0 UN17�CLt7i_•A}NA&I Ma�Y t tz>1�1UiK�p ° LD) ■ - ` 9a� ' �I �l k7ASr11D ON GON)yITIONs VUIF INS MON. , A / -li \ &0)-1�'r11IJGTi o14 ' 1 1 9 ` �� �_ gtk [[�� _ �� y E',ASINS IN SAf95 To AGT As T�.MI? ' ° �r7�.0 r = I A d ff rl ----- C 5>✓DINt�NTo.7io1-1 i3AslMS n It A s 1 ' rj9 M I °4 -i'94.5 t 94. Yam+ ( 1 I j 1 NO 1 � PUIz-ING GON57KUGTION� O.4IT ONE P�l`�lGj� WH1✓N S�TTINC, % \ \ C► �•;� { I on �' CATCH 4�'A 1! � FfzAM�s -rO rfF_r f IT STotcM >7FzA+NP,�� B C of WALK E .95.5 J °�'.�` r ' + 9 1 1 Nt�!✓T Tr_ T OF rJZ0510H 5!✓pIM�NTA.- -o9NT FZOL a M�► CH LINE - - - - - -- - -- _ sr✓t~ sI7 I RAMP �� �� ! UNTIL GOMPL�TIDN D F C�I�A1711'il�. GOV111z BASINS IN SASS BO7 OF CURB EL. 94.8 + 94•8 r . WITH FI ILT�fZ FAP>K_I G AS �TAILE p - 566 SH1✓>✓T S D - 1 ). i ODNc. / -MON. , (HELD) S �� /ANT! _rK,NCK- N& �ArKOH AT \♦♦ t_IB't 1P STALL_ WITH Tr -Amy CV1l VE1ZT TO OVTLET INTO , >✓Xl ST11`i[7 PITCH 11NT/L H�ApwALL 15 F-eIAOVOD sew POTS : sy�C-r sD /t7 1 i 3 I i CONSTRUCTION SCHEDULE 5 . Hegin rough gradinn and installation of utilities . Install .,,,..,. erosion control devices at outfall of drainane system andcr3NH''%, 1 . Construction will commence on or about Spring 1988 and he place haybales around basins as they are constructed . .�'1'- I;I'"`- UE S V"I'k&0 ON lwh�m I LO mm x ��'r.''•. completed on or about Fall 1989 , Temporary seed and mulch all slopes exceeding 4 : 1 if permanent .`.g;`.Qfi 0.,���= CC7nSLiltin Ern ineefs stabilization is not completed at this time . All other areas �� .'�" 2. Place ha bales and/or silt fencing as shown on plan or where not temporarily stabl i zed shall he �s �i��: - T M A N C H E S T E R , CONNECTICUT Y / q p Y protected with havhal.c. .�.3. r '� . directed by Fnginner. ( Maintain or replace as needed anti/or silt fence . � No.s299 �►�' ���' throughout construction period . ) Prepare stock pile area and '�• =9tcI9 ��`c0� CONSERVATION PLAN surround with ha bales and/or silt fence . Prepare sup rade for g prepare all disturbed arras I'�' tsBloNatE�°4'�p P Y / �' p Q paving l n and I���*�iirsudf� H for placing topsoil and landscaping . TOW ZO PPS G '; CENT � 3. Install sedimentation basin complete as shown on plans REvIslcNs includinq outlet structure. Seed all disturbed areas and 7 . Place pavement , topsoil , seers and mulch , and landsc�inina . stabilize slopes . ( Remove sediment from basin as often as / - - 87 DEVELOPED BY RlCHARD S. KELLEY -''TEL. 644--8140 required throughout construction period . ) £? . Remove all temporary erosion control devices only after. all �j- � - 87 ELLINGTON ROAD SOUTH WINDS OR CT areas have been paved or seeded and grass has been well 1J' J7 r 87 4 . I�uilding construction may begin at this time but not boFore estahlished . PROJ NO. DATE SCALE FIELD BK DESIGNFR CHECKER SHEET NC;f nerosion control devices have heen installed . 85-489 12-15-86 1t,_ 4Qt 426 5AK ' D 9 _ -- (p" UNP�FPKAfN C•� �XlyTlf-If� vITG(-# ••• sl~,~ oNe,~r sv4- - •i N/F JOSEI'I-I W,a ERENE . '•,•� SAII /N 57A1-L VN�fzP,eA/N IN EX/sTlNfo pt TGy B E RTRAN D 5 S D J °°rrri;' °• s -T v ea.4s F��� �AGK�/LLJN� 2E Moves N�A47WALL ::,MATCH_ LINE .°� _- f f�J UST PIP/NCa AS A5 60NS7-xarT O RoApWAY l5 t N - --- - - -• W/D.E.NEP7. -9�- _ ANTI 71�AcKJN& Al'tzoN �.T ,- -- - - - - --- - - - - - -- - --94- - - - - - - - - -- ��-�-- ----�_ _ - - •rev _ _ TAM PotzAlz Y T / •. 20 s - 8 P V c. � 0.5 /. • ap rr Tit KY 17r, V1� e°0 ISO ISO 11111111111 Bill logo 111211151/111111191151111111 fill 1111111#1�}a 5� DaTAIt- - 5F3�ET SD' 9 Ilei eeeeeee 5 y 94.6 53 2�t' l3% � rrrr 0� r O• • . �r coo 1 eeee�e 19 i a�M ll�a ■nr s a�i a>•�i°/° fD1 y�_ M a�a a B / ■ ■ ■' 13 rr°ri eeee f '� 9a a 95 rer ry Y o♦ o> Ip 9 14 �h�y g peeeeeee 01 e� �h z r' is"ter ■ r }96.3 v. q ee ♦ SvlzRouMD Af � ,.3% ° I � \ + �' 0�� ye�eeee , �1,�` a GOP WITH HAY�ALES - - - 1 } ■ Nru - ��~ �� c, 8 �:Z ♦'a AS, PO-T,,A.I L-M p 95 too 1 � e / SIGN l--_ N/F ROBERT A.B, PHYLLIS / �o• 00 e s J ON E S L e. a 95 i sv+�l - ' „ ee ■ Q� a� h S N C x pe 96 eee �� � I � � ■ \ ` ��r .e. �. l� j 96�4 ( I ee Q r +96.3 it { J eeee �ti. � ■ 9� 96 j eee , 97 1 \ I ee 95.5 •• 1 \ TC 4 - 1 t■,■l O � �v eee � �` ■ off E5 , • s1 \ S � �, r �° % �I �+95.5 � _ ' 97.5+ 1� N I 1 l \ \ QI - • I milli 4 Arr Lu) - III p- 10 0 1 r moo Qf goo or 9 Goa a+` , g� I r Q*1;teaaaa r tD as ti \, ti �4 '] .a 100.3 0 s + to NQ STRUCTURE 10 J 63 98.0 �~ CAM - - I °L H�1YPfA S 2 91.95 95.9 N/F JOHN SAMSEL ` _- p - \ 1 \ \ ' \ �* • I -� `d 3 91.59 9 5. 1 It 7- '.r 4 91.23-15' 95. 111 ' 0 50 - _ f I's 1C l 90. 8-#8 I 5 C-L C.B 100.5+ 1089.88 9 4 F' , •oe ,� iD I Plzo✓n� 6 n . � �1 roN 88.96� 93. 7 po �x 1r 7 0, 100.4 T�� 1 94.4 I `I I eeoeeo / 9fs ■: 's I r, t H P I s 90. 16 l 4 t 1 96.34 x= h -, 8 „C" C. B. 94 l •ee e � � I -_ - � t•-- 89.56 .2 4 N. •�•• ,i 1 , I ` t�P 9 e-L C.B. 87.72 93.8 L 1 �' 96.5 I w �, .� '# 10 '� 87.0 - 27,t 93.8 ' � � � \c � • � / / �1 I -f-100.3 90.05 f� t s 1 r •••r•• gC' j 1 ` ,� �,0� -�d - I I C C. B. 86.39-30,r 94.5 �� _� �� i, S - 9S ,! • r 9� I 12 93.31 97.3 - - - I e• 4 0 2 94.6 96.5 90. 31 94.5 14 --- IJ ,•• / � t s / 1 50 SAN. M.H. 89.8 9 e• 1.1-15, Rc� ►Q� + � \ 11 5.2 moods 1.5- / l 101. r 51 t� 88.42 94.5 fill _ + ` l 52 -� f . ' - •� „r! ;.r IAA VAL S ■aa■■aa>t s�■aa■■ s�■� �■ 101.5 4 87. I5 94.$ lit'' is FGP (9 1.�s { - - - ' 96 2 �- / �� I 53 86.10 94. 3 � 11 rr - \ 97.0 / �/ rl \\ ! Y FOR SAVINGS ( , N/F SOCIEY ALL d5ToRM DF-A1HA&E- 1 � � F]F� 5HAL-1L 136 SLOT AVc>)T 1oNAL UN�F vp2afNa�a� r ! �M� �/ / G2Uif'�EI7 bA5>✓y oft + �� GONpj-F1DN'5 1PVr-It-1C0 C.oNSTX0C- 1 - i / 0 1 C D fIASINs IN '5A&5 To AGT AS T> AP. / 102�+ / SEvIM1✓NTA-�toN 6AstMS - SEA NOTE l - C / / ON SFiF T SD•81 MTAIL`S Sp• /I, SAMSEL � { 1 ® � o� _ -_---T-- �, I /F 30HN 102 f'a I I u � / N/ F SNET CO. 1 �` 1 / l �rl 'NET rr � SNET O ® .+ F a '�►y D. AV FUSS&O'NE LL SszT �'' �� O �0�� '� COirlSll�tltlg - .. 1 1 lE�e1 S rivo. MANCHESTER , CONNECTICUT 4 1 I CONSERVATION PLAN ONAL REVISIONSTOWN sHo�Pi� `96 � � � - _ G CENTER S7 DEVELOPED BY RI'CHARD 8. KELLEY --I' 'TEL. 644-8140 '5 17 - 87 EL LINGTON ROAD SOUTH WINDSO CT 3- / _ L3 8 PROD. NO. DATE SCALE FIELD 111K DESIGNER CHECKER 911EV ►4Q Jt)SFPH Mf.rai,f 16 Lp 85-489A 12-15-86 1"= 40' BAK SD10 CL SWALE BALED HAY OR STRAW BALED HAY OR STRAW N(1` i,, BALE) HAY OR STRAW D I M E N S 10 N S 1�1�11 , , r,r .I ' D l A . A B C D E F R - I R-2 BALES To BUTT I }" ��� l a o` f °!{I ' 'o I TOGETHERISIJ lfil ,1 1 11 1 2 1, , 1� 15 1, l n „ _ 12 4 2 -0 4 -0 /g 6 -OJ/8 2 -0 If-7 /16 10 /4 9 �-° - 6'� W r �r 15 6" 2'-3" 3`- !O" 6 '- I" 2 " 2`-6 '-05/16r 1'-01/2' [ I " w FLOW FLOW ,1 11 1 r1 1 11 1 1, 1 f1 " , ! 11 > 18 9 2 -3 3 -10 6 - 1 3 -0 2 -5 I -3 /Z 3 v a o U) 24„ 91/ ,, 31_71/ r, 2,_6,1 6r_ I1/ ,1 ,_401, 21_ 93/1 r1 11_413'�6r Ir_211 =�-__- u O Q ry 2 2 26 — - u " 3)14 6'- 13/41 5,_0 11 3,_ 1,1 I' _61/2' I '- 3" _ s FLow 30 1 -0 4 -6 I ' - 7 i� , �ti.� �I�� allf {fl�o 11 11 1 11 t 11 , 11 1 11 , 13 "1 , 5 I1 36 If -3 5 -3 2 -103/4 8'- 13/4 6 -0 3'-11 /16 2 -0 /1s l - 8 r1 1 _ _ 11 =_ 11 r _ 7 r1 EACH 4LONG STAKES OR REBARS -_ I ��{t l ��[\iI o t 1 ,f ( � BALES TO BUTT 42 I -9 so 5 -3 2 11 8 2 6 6 4 5 /8 2 3 /2 1 10 # '11 { I TOGETHER �ti��t� �'+}�, �► h+ 11,1'' r`` BALES TO BUTT TOGETHER 4811 21-011 61-011 21_211 81-2„ 71_0" 41-81/ 11 1 „ 1 " - 2 2 - 4/2 I - #0 PLAN PLAN P L A N NOTES NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT UNTIL PAVEMENT OR GRASS IS ESTABLISHED. AS REQUIRED TO CONFORM TO PIPE. EXIST. GROUND WALL THICKNESS SMALL CONFORM TO PIPE THICKNESS. ' 6 2-3'LONG STAKES OR REBARS FILTER FABRIC 2-3'LONG STAKES OR REBARS STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED EACH BALE OVER GRATE EACH BALE MATERIAL OR 12"GRAVEL 13ASE TO 6" MIN. OUTSIDE BASE, + t is EXIST. GROUND OR COMPACTED MEN �t/ -/,c tr/� f/ _ tt 1\ PAVEM ENT(DO NOT BACKFILL PN� -'/� p/ f 1 Itt��} % STAKE IN PAVEMENT) EXIST. GROUND Y CATCH BASIN 5 - 4 SECTION SECTION SECTION AT TOE OF SLOPE AT SWALE AT LOW AREA w + NOTE HAYBALH_ALL BE MAINTAINED AND/OR REPLACED AS REQUI RED OR AS DIRECTED 8Y R=11/ � I //� I I LtMiT pl= RIPRAP THE ENGINEER `.;..- Q TYPICAL 3 SIDES HAYBALES TO BE PLACED SO THAT STRING DOES I 4.'-O" NOT COME IN CONTACT WITH GROUND F I U-) HAYBALE EROSION CHECK PLAN SECTION Y -Y ' 8' MAX. 8' MAX. \F�e D if SELF-SUPPORTING SILT FENCE AB O ATTACH FILTER FABRIC TO WIRE FENCE W/ 4"x4" WI RE FENCE STAPLES OR HOG l� E —_. ',;� ° RINGS C B l\ I2" WOOD OR METAL POST I \ 1511 DIA. } — — I I _ I FLOW SELF-SUPPORTING SILT FENCE FABRIC PLAN I I �—�- I-•--�•-•• I —OR— FILTER �I-�--I- I I FABRIC ATTACHED N a I -}- i II II II TO 4"x4"WIRE.FENCE 00 10 : '�� T17 i/=71I=/ CONC. CUT-OFF WALL •.r _ 2" 7/2` I'-67/8" #`-6%8" 7I/2' 2' 2" I I" 106 !03/f6" 11" ' I 1 ( BURY FABRIC 6" CV r-! �;••/ Q BELOW GROUND SECTION X-X EN D V I EW Ll U U TOP OF FRAME APPLIES--\ EL . 87. 0 2-lk4x4' o" LONG(TYP) 21%16 213/16" E L E V A T 10 N S E C T 10 N CONCRETE CULVERT END 3 " 35'8" L, 88.5 -- PRECAST CONC. UNIT C-G — E111 (D-O.T. STANDARD) ' .;t _. ` p,Q� +-• e: 6 SILT FENCE I 12 ?-1- 8 /4 = 12 1 6 F�� 2-fa /8 8 A I - N \�/ N #4 x24" L BAR SPACE @ 1211 _'� _ •. - •,— - 11 TYPICAL ALL AROUND pE �_ _- _ _� 213/16" 21�16 INV. 82.4 . J w INV. 82.6 \ o UJ w 15" R.C.P S = 0. 66% CULV. END - POUR CONCRETE = t,,r N `�I2. . • OR PRECAST CONC. in (n J INV. 82.7 UNITS U' -. - _ - - - — — — — — - -- .— aD PLAN L7W 3,-01, 8,1 (/ (8 ,. FUSS&O'NEILL rz' 3 6' RIPRAP DITCH TO BROOK I " 24 rO'1'CnNp f��,,..I OUIFALL PIPS �. ,�� /s� D. p►=cG'74. consulting engineers a-1 � ►' MANCHESTER , CONNECTICUT 5, -4 „ Na.629e r� ; D E TA I L S a• @NDWALL 18' rNTERMEDIATE RIPRAP FRONT ELEVATION SIDE ELEVATION R£vlsloNs TOWN SHOPPING CENTER SECTION ELLINGTON ROAD, SOUTH WINDSOR , CONNECTICUT OUTLET CONTROL STRUCTURE -3 9 87 DEVELOPED BY RICHARD S. KELL EY - TEL. 644 - 8140 . ENERGY D I S S i PATO R � • � PROJ. N0. DATE SCALE FIELD SK DESIGNER CHECKER SHEET N0. 85-489 A IZ-15-$0 NO SCALE G B M SD 11 rL 1: o v, .. ;'_. .� :: is _—....-- ----- -..... ----...._.. _._...--'—•--'-'1�— f'j''�`--- . . _, ., ._ .. -'..t ': _Si..'• .. •:�- .__ .- - �- ... .. �.xe, .�t�y' r - A 7.7.... . ., - r _ _" .r - -.•'r .t r 1 l ,.r1.- TOR i , .„r,A 1,t_ AP•r-. iE `} I ,1 END CURB--N 1 7• •.r-- i r 1 1� ]# 1 i I . .r '-- .._. ,..__..__—......_.._. _ .. _.._'S • _-- 4-,i !r' -*� 1 1- .-__ #e _- — 1 1-• (]' l ET ...�1 ``"•� b -MTy Y�- - SLOPE D. T. O. F r_'AD,,-k i .�.— _ ii- �• t' ••• ' -; � - SIDEWALK _ FLUSH CON C.CUR 1 ••J f Li i- � B . •}. - .. ';1• -- •''4 _- ✓ .t. Il r•1 f( r/ r! Z I �', • t s l: 31 LLy i y i i I i ,•T r i , _' �t.'_•i•+t.: � : —p,`'"or �•• ,,,. i--4' WHITE STRIP _ { FEE r Ut,AP (TYPICAL) • ` - _` -—. : 1. .� ' - - TA N DAR I u 1 1 i - HANDICAP 11 e' _ _ , __ # _ - E_ , r VP' '- , ;, SIDEWALK AT HANDICAP PARKING .._ i `` `.� ! I') E LSEVA. TI (l ,E`� � iC;1i`I � E � ,1 I J � l _ ter_ V ,7 . .} ,,u.. ry 'a7 5 a _0 ,p :i .. ..� }i p7„rr3 .��:.y q�'"' i'•'.. w� e i• _-.3 4. 4 't,::`, y J „ • j "_ ±'• `'v. .i.v.„ a.a•a., AA 8 "'>t.-^• ..mtl n...r x+.w.-•,i®.td Sw.si...sr..w.xT.r••�•xw .__..::,-..-•.io-..a:,...�¢u...u,r_.-.g.�..�_....-s�..-,I„'-n�.�:_.._..,«.,_.r-..._t,..._......m..s...•,.e,,�-...•...u.,..w...=._a...�e A " EXPANSION JOINT (TYP.) 8 7i -. 4" •� SIDEWALK 1 I/2" BIT. CONCRETE SURFACE, CLASS 2 RAMP 11/2 BIT. CONCRETE BASE, CLASS I O - A CURBI NG PLAN I" PER FT. 36" MIN. I" PER FT. RAMP MAX. CURB MAX. ' CUT i" PER FT. —BACK OF WALK MAX. B" PROCESSED GRAVEL ON APPROVED SUBBASE BIT. CONCRETE CURB, GUTTER LINE CURBING CLASS 3 FACE OF CURB ELEVATION, SECTION A ,. BITUMINOUS CONCRETE CURB AND PAVING SIDEWALK RAMP TYPE 4 7rr EXPANSION JOINT I" R 611 %2 R CONCRETE WALK 6" GRAVEL BASE PAVEMENT r 1 y W - - Y _ ] d� CONC. CURB TO BE PLACED 6ri 677 ,,,•�of rGAIN WHERE PAVEMENT ABUTS WALK `.•��A�,e+► p. or-_cG_ CORK ASPHALT EXPANSION JOINT EVERY 48' co No.6299 D E TA I L S FULL CUT CONTRACTION JOINT EVERY 16 '•.,BgroNa�Ew°¢•� I" DEEP TOOLED JOINT EVERY 8' CLASS "C" CONC. •���+"""'����y TOWN SHOP PING CENTER, �v a 4D Q ELLINGTON ROAD, SOUTH WINDSOR , CONNECTICUT IL CONCRETE CURB WALK DEVELOPED BY RICHARD S. KELLEY — TEL. 644 - 8140 85-489 A 10-30-87 NO SCALE G 5 M SD 12 i BLDG. 1676 GAR. 1678 yq�k BLDG. 1708 ROUTE 30 ( ELLINGTON ROAD) a 1720 + t738 L17�14 3 } I.„ 0„ 14„ o MP MPL. MP0 12" J m 3 1724 m „L �. BIT DR. ` �/l A m i0„ BIT. DR. 0 TREE CONC. U v 2 CONC. W CHAMBER TREE 0 JI°.SIGN 36 6„ E •LT MPL. Ym ,Zu 4� BIT 1_ SIGN WILLOWS BUSH ® . c� m POST t` m O m DR. m I PORCH HEMLOCK WATER � m • m WM 15 CHERRY bLT.POST • wILLOW 40„ _ bR. L_ ,�I` SPR. ME I t= --M SIGN METER MP WILLOW - -Fhmmm _ _ �H.W.GUIDE SIGN m ELEC. O 18 M o 30 SNET SIGN HYD. 2!7 D �^ ® r O 2d „ �� I SIGN SNET • SIGNpnsls © wyw BIT. _ BOX 3 ' MPL ( • '1MPL. 15, —~_ 2I N 23' 13' BIT CURB 13' C.B._ (_ Z 15' 11 ii, SAN. M.H. II' m H.W. I!' SAN.MH ts—w ET 13, _,..., 13' SNET ` # 223 SNET SNET#220 222 NET # PROPOSED R.O.W. LINE 0 SNET #219 15' # 217 SIGHT DISTANCE 600 221A 22Q TAPER 140' TAPER 350' V) SIGHT DISTANCE > 600 � Q r B r 16' 12' 12' V) him V 1 BITUMINOUS CONCRETE CURB PER PLAN r WIDTH VARIES PER PLAN j 12' 2, EXTEND EXISTING -Noll ORIGINAL GROUND CROSS SLOPE GRADE AS PER PLAN SAWCUT EXISTING BITUMINOUS NOTES I. DEVELOPER TO PROVIDE R.O.W. LAND TO TOWN OR STATE OF CONNECTICUT AS SHOWN. CONCRETE PAVEMENT 3" BITUMINOUS 2. DEVELOPER TO PROVIDE ILLUMINATION AT DRIVES ON ROUTE 30 AND BUCKLAND ROAD. 6" BITUMINOUS CONCRETE, CLASS I CONCRETE CLASS 4 10" SUBBASE SIGN LEGEND: 0 it I NO. REVISIONS TOWN SHOPPING 3i-0329 NO. DATE DESCRIPTION RE. SHEET NC CENTER 06 I 31-0390 1 12/30/B7 STC REVIEW COMMENTS{I2/10/87) N/A SOUTH WINDSOR, CONN. TYPICAL CROSS SECTION 2 I/29/88 BUCKLAND Rb.TURN LANE MOD. N/A NOT TO SCALE O KEEP RIGHT 31-0540 3 2/4/88 CONNDOT COMMENTS N/A SCALE : oD 31 -0559 TRAFFIC CONTROL PLAN I11= 40' DRAWN BY : O STOP 31- 000? N.D. F O NO LEFT TURN 31-0518 AVIPA Wr^00h AW& A 0 CHECKED BY : �- O low 31 - 0433 161 MAIN STREET DATE : ASSOCIATES WETHERSFIELD, CT. 06109 MAY, 1987 HO LEFT LANE MUST TURN LEFT 31-0297 DWG. NO. __ _- I OF 2 MATCH LINE B LD l + 15 ~� n f C N A Ul w n N _v m o _ C z Xo= I 'n N N r n I V+ 0 z =®0 V Ir ' z 1 � •GRAVEL DR. � O �- 4 alt o o x rTl ' r v o \ SPR. L13LDGJ SNET Y ��' MPL O ZBI GRAVEL DR. 1774 CLB,P �6 \ 5' # � n� m rn • 20990 �� \3B" 5" 0 36" MPL c,, r_• 714`�ASH 1r MPL. MPL Zcr' `� o�� N ROW 10 PINE �\ �2 M L • �.• x• N L 1760 �iJ, �'� r w v 1801 BIT. DR. 12 MPL �-- �� nG 5"MPL t�5"MPL ___www • 1750 s MPL HYD. �� (uf J • DR 24 7 y1����JJ \ 48, MPL. TRAFFIC � $i— SIGN —, TEL _ CON. BOX\ SNET v SIGN 41 SIGN DR 0BOX SNET 177 ASH • �N" ;'L 16 SNET SNET _.c Q SNETASH 215 -Q 214 -0-~ 330-0 < rn 1 N_ _ W ! BIT. CURB m 12' DISTANCE STAN CE > 60 0 _ ' m .� SNET .\ • m • �N: 1775 o a SIGH BIT cURB O O_ m ..._ 1� I � o Q URB BIT CURB "~ RT. 3 0 z I O W cfl j E2 TWIN ^—p 0 __ — O — — TPAFFIG 0 OAKS ANJl R a� -1 X 15 -a,. 1.i I� �. 0 • Ft 1511 I0"SPR. SIGN D' cz� II c m PINE > m + BIT. DR, ELLINGTON ROAD 0MPL OMPL gMPL • PROPOSED z } 10"TWIN 10' UTILITY W.BIRCH EASEMENT LINE 435' TAPER iA~4 MPL ON_ �r o MPL BIRCH BIT, CURB NOTE: PROPOSED EDGE i5 i0 1O 10 OF PAVEMENT DR. I �� COINCIDENT WITH _ O RIGHT OF WAY 39 SNET I IT. DR, J 2 Q LINE l 5046 I Q II _-- Q of 1765 WK 550 oo� s� 0 -i �Z BIT. DR. Q© • MPL DR. —�� DR. f _ z rn I E BIT, m `r \ / f v W PARKING � 544 r O 4 � � z M L m i z I ® 36 n ? MAPLE ED m oI DR fA m PROPOSED R.O.W. LINE- J DR. O REVISED LOCATION PER c� l � ` APPROVED SITE PLAN 0 NC. o_ �Zt WK. 530 NOTES: FOR NOTES SEE SHEET I OF 2 SNET # 53 i 0 10' 10 8 T. \ C N \ G)\ ` c N o f • O "O BOX) m 2-20" > l I REVISIONS SPRUCE I/ NO. GATE DESCRIPTION RE SHEETTOWN SHOPPING CENTER a 1 9/4/87 BUCKLAND ROAD DRIVE N/A SOUTH WINDSOR, CONN. WILLOW 2 12/30/87 STC REVIEW COMM ENTS02/10/87) N/A MATCH LINE "B" 3 1/11/ 88 STC REVIEW COMMENTS N/A SCALE . /� D R AWId B O' 4 1/29/88 BUCKLAND RD TURN LANE MOD. N/A TRAFFIC CONTROL PLAN Y �1 5 2/4/88 CONNDOT COMMENTS N/A E. K . I,I 6 3/4/88 ELIMINATE BUCKLAND RD. DRIVE N/A CHECKED BY : 7 3/11/8B P& Z COMMISSION MYLAR N/A 0J.W.F R%C"H 161 MAIN STREET DATE : ASSOCIATES WETHERSEIELD, CT. 06109 DWG MAY. AY, 1987 "``�, 2 O F 2 1osaii WEHH LL T co* d Y • Lt — p ZONING DATAN S EM MIN. OR MAX. -. PROPOSED _ Mtip` LA ,REQUIREDSITE DEV.ELOP MIN. LOT AREA 30, 000 SF 21 .43 Ac _•, ; � MIN. LOT WIDTH '..150 FT. 246 FT• y MIN. LOT DEPTH 150 FT. 750 FT. G ~ MAX. STORIES 3 2 r r. TOWN HALL � 4 5 FT. � 40 FT '� o MAX. HEIGHT v2 MAX. LOT COVERAGE 25 % 13. 6 % _ PROPOSED MIN. FRONT YARD 65 FT. 68 *- FT. R R MIN. REAR YARD 25 FT. 55 + FT. ------------ , MIN• SIDE YARD 1 0 FT. 14 '- FT. MIN. PARKING SPACE 980 542 # REDUCTION OF PARKING SPACES, REQUESTED UNDER SEC 8.4.1 PARKING CALCULATIONC 8 ado •4&0 RI✓QUII<v-v .,OFFICE SPACE 3 ; 230 STALLS SHOWN 57, 500 S.F. (d 4/1000 z (INCL. ' 9 HANDICAP) v� F RETAIL SPACE 0 I000 - 52o Fc"0?x t7 325 STALLS SHOWN a o 65, 000 S.F. Q 5/1000 - � �•-� Q �-�'1 v (l L. 7 HANDICAP) `�-J `�--►' SAN. - E TOWN—STORM E LL INGTON ROAD R7E 30 S t y 1 OAktgNo N # SOLI TY OR ROq N/F �f O SAV S OLD WAPPING r'' REALTY INC, WINDSOR I f r - � o � •. Y 1 DETENT`' SOUT . t N RC R- OAD I 1. BASIN 21 .43 ACR S RR '� SAM ELLI G 0 N/F j SNET CO. CONNECTICU. T Ellif�'�1, `S`S'•.:3"'":' :.�:i ' i.'.:sk_s�. - ,5 = 52000 occuPlED a, "� ' \ )3�000 VACANT F l 'q A ��t I r1 �. iI_,_., A g S I 11 TM-Tiq O� . �_ � . F - 8ER 1986 /fi [[ y kt_ i �4~ pp et +•wi.Cr.• �iLJ'!'fG�Y1w •� o WALORO(H .�i SLr ! i'4 a3i _ ' .X 1 a � REVISED 7- Z SS +, _\ m� �/F JOMS N/F SAMSEL a ;< ------- :, . RICHARD So DATE-: E� . RC PLA N S BY ' DEVELOPMENT of SITE _j a - FUSS VEIL , 1' consulting engineers_ PLUM MANCHESTER , CONNECTICUT _ RR - P�� sr • t - ' INDEX T4 DRAWINGS _ SURVEYS F & O/ C J M- _. PLOT PLANS SD 2 - 3 TOPOGRAPHIC PLANS SD 4 - P KEY MAP ROFILE�- SD6 SCALE : I" = 20d � LANDSCAPE PLANS SD7 -- 8 CONSERVATION PLANS SD9 - l0 r ' SD I I I� DETAILS • � ` 1� �. :Yh`" 4^*1 'y JAY 4d � t I/ ! sfh, I r i 1�i 'M1 ...;, IV :` TRAFFIC CONTROL PLAN - 2/2 If p l ASSgGI�kT�5 y , t .• 5 _... ----'- . N N/F WILLIAM 8{ FLORENCE WALDRON N/F OLDIE WAPPING REALTY INC. W.G. HYD• / N 79°15'-52"W SNET 1.40' M•H 0l 15" ( 10 8M = 87.26' �� -�� OMPL #X'CUTIN BOLT ELM N 17°0 '-0611E '� _ —\ I / W/w1RE /7 461�8 I•P. \� N16°291-281iE , { I IMPL (HELD) - SOUTH SIDE __ .s 290,40 ( CHD I OF HYDRANT 5 ` f / 80 / r \ SNE , / WET AREA Sr N - / — r' \ \ i q �F / / , h � I0 rri NSF i - HEA "caY Z WA M // WET AREA �\ k--DRIVE 0 ` ` -- J 1 / 10 / i ! \ S y' " PL. III HDUSE 1 IIl / /� / / / � / � ✓ SIGN 6'TREE \ �' SNE 3'Iu NOTES R E A = 6. 6 3 ACRES t S PR' , POLE an �_ --- - � ZOO 1. Reference isrmade to the following Maps : `DII A. "Right of Way Map Town of South Windsor., East Hartford--- — / Wapping Road, From Wapping Center Westerly about 5200 feeti as / ,i -90" 1 1 I DRIVE Route #15" Scale 1"=40 ' , Dated October 31 , 1932 Sheet 1 HELD / / y/ �-- _I MPL. 1. L of 2. "11 OMAS N/F �� \ �( B. "Property Surveyed for Albert S. Dodd, Ellington Road , WET ) t / , � \� 1 Q `� N — —�...90 South Windsor, Conn. " Scale 1"=30 ' , Dated March 1953. Cpl, G. � AREA ` /� \ \ � %O GAR. ` X. C. Property of Lloyd N. Hevenor Deming Street So. Windosr, - co III Ln DD Conn. Scale 1 -4-0_ , July 1953. \ WILLOW N D. Reference is made to Volume 182 Page 70 of the South- , �, �_ % 1 � WET � / ` � � - . � . SHED / Windsor Land Records. AREA ' / / , 1 � � �/ rn 2. Contours based on MDC Datum. DRIVE / —T 15" TREE N / / / \ �J' 90 ' • ' , rl SNEOVERHEA SNE �\ ID°WILLOW 217 WIRES - _ _ 9 0 R & 01 CU / —-�'/ / ��\\ —/ \ / �\ �_" `` w1�Low \rig } IV Z \ / t --- I? RQgD `_` `` Q___��'/�- // 12"ELM \ SP�ZI 30° �" ,� 10"APPLE _93 2-30" ` aJryy WILLOW 1 �--- _ WILLOW / HOUSE i ll w / / 000, WIRE F CE S 150 101-37" W 838.991 // CHO { Co /MON. �! 10 - tD -Pk AREA= 1,92 ACRES 001 of , r rn o cD co CONC GONG. MON.• , 1 MON. N 15' 16-15 E 866.43 McoNC. _ MON. (HELD) ,a Ar�,urrrna��. FUSS&O'NEILL � CONNc� • ♦A� �, r�'�1,0 r1i cF�ss! , - consulting engineers MANCHESTER , CONNECTICUT c°. 1z3�Q,0' '� PROPERTY MAPPED FOR I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE <4� � ¢'.•� PREPARED IN ACCORDANCE WITH THE STANDARDS OF A �•.'�4 9UR`��,4�*'� 4..u.rri� RICHARD CLASSA=2 SURVEY AS DEFINED IN THE CODE OF PRACTICE KELLEY FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, REVISIONS ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE I2/ 15/86 • coNNECTIcuT ASSOCIATION of LAND SURVEYORS, INC. ELLINGTON ROAD SOUTH WINDS OR CT. PROD. NO. DATE SCALE FIELD BK. DE81GNF.R CHECKER SHEET NO. 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"""r- �,r ! y, .T(� V '' +,t L 1 '•Y }r T }fit_. 1 `� 4 t tom= _- 1. 1 f:. .: Yr_ ZI£,P,Y1r7fY; F�EGf/ETT` E,'��G �� 1 !-A/l G :. s; -a=L�,�­:'ti is OZ,,J•T9. 7 cf 7Q FT - - - ° AA z4D 00I t _ Q3, oR 4�4 �9c�Es ` ,Jp, s t B9, /�T. ids Fr. �,1 :� is K t : A/s 7' 2. 94 G Ef T f ��'/TE ©F C XfrLf'T!/YG BA/ViS'� .'t�,"' A ,` _­` oR T A u 4- 5 t 1� t S� LLEY x i r'"x . 1, . , k - t r f. ife-rcP wa,r a M_AOE TD_OLLO f"1 _,f a _!-- - =° - 7 , f a COivNEGI/GUT cS'TATr f//Gf/l�Hy OEPN,QTME/YT 7 `I'/ `r.- �, ` - - - y .. : -,.4;j.<,- ,,r ' .1 fP/Gf/T Ors`YAy A7i910 /Yo. /3�-O/"Zf 5-T/0/2 - :-, Z, - _ f .. , ' . b.9UDfS'LANO ,QOAO 191/PETEfPJ'O/Y1f/OFFi17f- _ - -' - - r ArE - ,` G,at, -;% co • + f9PP�aOX/M LOGAT/ON OF >:, .�: ': - . cfe fqe e/ =40, 4,0,P/L /97�(fTOVY/Y CL E/PfYtS/YI J , -� _ - _ 7'io 3'E �L ofPO a :` : .•i o ,3 ,. _ .. 6 -9:~¢ Z141 . - _ - r'M, © / -69' _ -._ .i s..'. , ,xs a.W1,0P/N6' !1/LLhJGE �yf9J'E 1 By MD�PlON�' \ _ - - - r- _ s�Jr MN " ; F/�3'f fl�fJ'OG'%ATEJ, J7GA_LE%'=40tr�lJL y2 /9T3 • ^.- ,- -- i t t is o 84 A 1 T,2,W1Y CZ 6?9h` /Y 1 t :, � � ,» d+ 1 /OTf4e --- � ----_ � 1L _ 2 I hereby certify that this map and survey were , t . ;,,, ,-: + Pf 'OP ,yry aF✓O:r�r�f�Ms�� 8y GRis�vo�o rs/l E �f'ER_ ,���1 A- - EfyG/NEE ,/Y ,.f -------_ __. _ _ Y t p p e ce with the standards aF,a> Q Er N�• . � ,`,.. .;- ,x �� O asAL£/_,4f'a 1�1AfPGH3 /97/ re or d in'accordan t ' 0!'Y/Y'CLE,P tr/Ya. ^/4296 f�GiPEJ' - { Ckass E;S�Jrve as defined in th f `� T fY //62A. 9cY3 DO A y e Code-o Prdc• p b �ll�� :.:. .fir. R � a 16R , 14, f�LOT,OLA/YfOiP/lcfP/Y!A/Y/YI F1?16w zE IT, 9y i �' Lice for Slondcrds of Accuracy of Surveys and P�.�� S .�3 GI , t S PR/OR L.iS cf'G,.gZ - PO r -- _ y _ _`- - /� Q P p I. 00l/G4A ` �, V Ma s,ada ted December !Q, 19T5, dnd as . '.a TDl�YN CL E�f'KJ'/Yo-2.R7B - _ r _ - j _ �-- t K�' ,,. I _ amended by the Connectitul Association of � f.PROPErPlY OFJ'/YE.TGO B7 G�7f9frLEJI�/• Cr4f5�/YG.E. _ __-� .!`. _, _4`/ L ,Q3_'fZ"/r7 E ; land Surveyors, Inc. HIS NEVI 5`IQN.BY BUSS �1`1E�'Lt.`�NC�: - , , � , OEGE/Y1BEfP/9t __ , 9T i41�'CLEfOfYx*a. 394B_,} - -- N 1 CLQSE,JENSEN S MILLER - y 1' y PfPO,Oj'f1-Y Of"LCOfO/Y, f/Etl,6 ,f By dYf1 BUfPNHAAf. _ 9 0 - , 1 :t Civil Engineers B Surveyors .� •� -J� ��s � k jS R(/EyO,P t%UL Y/953, "4z-e/''=40.' - -- • - . _ . - 1 + n, L R �_ By v / _. h. ,f'UR!/Ef/FDiP CAR O iO ` ENG/NEEfQ//YG/A'�', vI/G�/30,/90"B (f'GALE/`-/00 f t _,�s� 1 -�R Sao 5 tsC i"L' Na, � ?,. .. - K'• Y J n. �//t r { r f �OF�� T/EcS' OGY/Yf0 f�IYO �E,4Xe Qy S� 3 . , r ;eat; 'No I.,.-*�I,.�..-,?,....."--.t.;.-.;'I..i:,,�,,....--.'.::­,-,..---..*.,4-.1;.--.'i..11�-4..,j�..,.--,-.",:-­,.-"'­..-.i..--�.-'.*�....,I-.",.-�.Jr-'i-.,Q-,.-:`,.j--�--I.T-._::­:.�`..,-......,;:.;.­-..-"_-.;Y,::��.­,..Z-,...�I.;-1??.-,I1 Designed ... Y. - _. -_. .. -----�--- - - - _ O110 'caNNn4., % , -I i• .. R 8 e 9! i V'✓ ii+ 'T y - ,V.t/_ �/' I Y f/ , e �•,~.6 MI�C\p ` .0 , Y 1'a:`� Vi = No. atAZ �' �!'hF. t ' "• • Con�ultir: En hteers Land Planners & Surveyors. S. = Of --�---r--�r /1'lARt3sy /98,� g.. ' ' _. �: ,+' ELL /N J�TOIY �OAD 'CON/Y IPOUT£311� < =gealeTEO'," � '" t Date Y ? 4� its Deane Hi h�vx�y ++'-, jS",'vEio ° . N Date D.�scrlption ` _-Flte1 ` Q . i <� f! $ -... O/YN GrJT.; ,` ",,- _ is ,_! L. �iI,. . ­. � E17m..i-1. .._ a i -:..� / ✓^OUTH /NOt0i�1 _. ._. �"GT/ Qp �y �;r ;; . ^ /. O S 1 '•C• 7 .:r` r �� -I•- - ; - �--- _ ` - .. RFv�isi 1.,1�:.. .. ... ' _ . : L.. I . , r _-q . , tlz � .:f i {d ,Connecticut' (3 �49 . - �_ _ eaie .. _.-,� > s _ , _ , �r --�. , . ..f .I ,.' ,.. -... -. -.-' 3- + .. o.. - �, - ..y. wail. 4. i ... ._...... _ . e _ e - '? P - Y `R r K .s ,. . . . .,..-,._ :.tea,,>..� _ r1' 4c. `t i'. s=/ r.s.. ikf - .r., cl: - - z _ F x r+ n i :> = . ,_ ;F f'W: i. d s ```` d+.l '-�•i. :Y .P- '•>k' S .a r� �k .7. .ik L, 7 ., '!1 7 f' .y c i - 1.. =k�I -Y�'7•,.-• eta:ir>. x'. k -ti -':^ a r -- --" %C b ,__.. ._ --..-..-_- - --_ .- ___._..._:.-. .__. __ ___. _____ .-.__...- :� -. ._� _ _ _ 'i:• _ ..- •'a• '_.-•� o-Wit':.--.. y.__ _.,�^'+�'"-`a$sA'..S�ic=�.i::e�.- . '::2- July 11, 19BP - • Nr. Richard S. s:olley _ _ !U/7. D�S01LU7. (.vU1l1+.SUZ a+o 5uluvar av[nut sau>n w,rosnv.curr u,.ur. i L140+VFLlvar AVEnUE•SOUTH WINDSOR,CONr.OGa7• .. aNLa,:ODF:o3ftri•-Y 11 ^' ( - TOfI//1 7. A bond.in the amount.of $100,000 will ba required to aasuto •, �.` MEn CODE za3Je+43an . I,.+u •I•u,wr evtruC,,sovi„1v.NosOR.CONN 00074 ' Interconnections Of project through Saosal also-to 0ilckland • .. Aau:000E203fsaassY - Road and through Walgron;site"(Samoa1) to,Clark and/or -. '''••'r 1"\ C {U�•G ..Deming Street. -' J.me JA. 1967 North 27, 1487 ���.' Ia 14 •i 196, L';:,1.,..• - B. :7L11 original�.approval conditions listed in leccl.c•ui. ` y 1980- approval dated\lone.l6, 1987 shall remain in full force ana Jul 11, effect except for the deletion of speed bump requlrsmont: - -- -- l`U}5 6 O'NEILL INC. * ?v _ Nr. Ricttnrd Kcllcy over and �.q, ',Lei(•I'w Blthkthedebovewawdlfications', together three'blueprint SC3 South Windsor. Cc 06074 South Vinda r, 06074 Hr. Richord S. Talley ' III' RS[CCLUCJI ylars of tc g 1744 Ellfogtoo_Road 1744 Ellington R-d 'Mx. Richard S}'�l olley - ' copies of the entire set Of plans,.An be submitted to this r o CT '.R,SK-KZLLCO, Inc. - :,COn�isalon to be,stimped�and signed. The letters of approval of '1744 G1lingtan.Aoad - obis Commission, ae ell.as the, -Watlands.Agency/ _ Dear Mr. teller: RE: Town Shopping Center South Windsor, CT;06D77 ''t^ - . Conservation on, 66 wall so be'raprodueed on the mylars. 0.E: Application /436 - Toun Shopping Center _ Dear Mr. Leilcy: _ c Tarr have signed by.the Co=iealon,. they will be 1g07 aeeti-9 of the South Windsor inland Yet lands Comiasion voted on June l6, 1997 Cef(EQr' After the At the Harsh 9, A 1. tf18-36P- Tovn Shopping to u far..filin in the office of rho Town Clock within g�� Pienao be adv Laed that the rfannfog 4 Zonfae was PP Buildings ratOrnsd lfo 9 N r Plen lfodifieationa Aodda, 4 these ens 'n e0 of the receipt must bn Ageae�Comaervatiea Commission approved with conditions Applicncion Cuapprove y and Site 9D days.' After Lilisg the plans, copy• '� � Shopping Center on property loeaced et the our aPPtleaciun fora Stte Plaaof Ucveio ac for land locsr ed M l436. to construct a Town the'¢outh side of Ei Lington-Pond, but Clark St and 8uckiead RJ., as show _. .. 86 She d Fves 6 0 Neill da DeeeaN,r, 9 - vise Y _ .Centlemanr snbmittsd.to the Plenaing Department- co Ch. following' corner of Ei2lagtoa Raad and Bucklaad Roed,rs above oa plaoa prepared tad l Sh 1 sub ce by Faso B O'Neill. Consulting Engineers, dated-l0/24/85 as ra on plans preQared b :very truly years{+' We are pleasod Yo;notify.you that'.tho Planning and Zoning 12/15/io sad t/9(87, hexed to of 11 Pages. Ton Eolloving 3988 meetin toe rove the AND gOp1AG C010I1SSION conditions rust be adhered co for this permit to be va11d: CaastLsailin voted at its June ZBr g .PP t. Plans moat be eodlfiad as Eollown: .captioned..epglica2lon for.aicoplan,modificationatolnternel '� buildings n for site plan n-mo-modifications tl through SD-12 _ _ _ .- i. The docvaadC for the right to drain into the South Windsor Land roads and 9 15 86' last'revised 4/22/Sit Drawing by rues-and �\ I-V Trust propart! along i,leh the coastruetlOn details for the a. Aloft-curn�uelog lane at be Provided on Bucklaad Rd. at cbe '.:dated.lY/ /. dralnaBemust be aabmicced to this conmiaalon for review by May S jai are lks must be • O'Naillr�project no. .85-4B9A, and.vfth'�the folloving', - - , 1987 p to construction. - c' d at the new traffic t: icb load&.12/I5/06 Raymond P.'Ballovall, Jr. s 4 /ll sidewalks wet be portlend c.awnc concrete. 1!ht. Vh • ChaiJ�an 1 prior saY A ouldcrox have shall be A4-- e Prior td commencament of any site work, a mooting must'be " - 7,. CCr N. GasftiCk, Director oL Publ le Works 2. Plana rust be modified to show where the silt baafas v311 be d Lighting Chtough-t rho packlag lot and pedastrtan walkways held vith'Tovn Staff.. .. .. T. Shaw, Sept. of Pollution Control loleaeed tbrnugh Due the also. rust be ectcmet issued until the final;iaylars J. Collins, Chief Building,official e. Tba project wet be phased for the Purposes. sad the 2. no buildl.ng'.pormits vill•be g; B611iV lls,' Assessor 3, pI recommend a band La the amount ai ure.co0 be submitted to the have.be",filed the Twra;Clerk•s OffiCO' , Pira'Marshal. phasing wet be Sndicatnd on chn pleas• .W, l.an�4 - Ptaaaiag and Zealag Commission to eaauce norpiinaee with Erosion f •�perking forvula should rnYloac the 2ovn's regwf[emeat for subject.to.etia.conditions'c!approval it. Haraehr.Plariniag'Dlreetor and SedieaaC Control Mea.ores. each use. 3. This egpliratioa'ie j esrvation Coafaiseien:. R�q istrar of voters ' of the Inland:Wetlands Agency/Con '_�Inlaced WetlaadO AganpyteonservatiOA Commission 4, A blueprint copy of the approved sap with modifications lentioas requested g, uaccr SSned line be ahewn. ". - r-:;-.. - - Prior to commence of say .LCC h suekletldgRdPhls SntomPlnceca Thn tz ins revisedilding parcel tSet.. edhat ttopography N I 4 PZC P11e:- above east be snbaitCod to the Island Wetlands 4. Nn ao'bdilt'plaii d0 zogtiired_`ptior te'issnenea of a.'` I 1 ✓ h./Engineer Agency/Couservatioa Commission pr should be included in the uPdated and revised set ',..Certificate of Occupancy par:Uctiori_4.13.10�of'the Zon ng- •.l 1CaAt': C_ work. liar for water. l I + - .Axch - - N f revel of the is The 1mc would be the Supplier Nit 1 . T:M 8 Fl ORFNCE WALDRON Ae arena:. Ths plans should indicate the pavesene sad base thleknaasaa for ..9u1i1. 5. CeaatrneeLoa activities shall be subject to the approval both chn parklag nroaa and the min traffic carridora. Th to 5. ".I All piano-used Ln the Held by the(�0lgloper mue .bear the , l 11 ')E W AP P I N G f•t F A t T Y INC, Town Engineer. could be done through a typical dnuLl. 'Stara and:aathoriied',sI nhfure.of"thf,,+ftml of South.; ': w t> H T i\ Fire P _.. .,. G. The application shall indemnify and hold harmhCscaau re the sOwn ult from the 2. Speed bump.woe be installed an aegaasts of interior roads. !n locations Windsor. - n _ � South Windsor against say liability which eight _ as directed by theleeal traffic authority (Ch1a[of PoLiee) a d the 5 Increase'turning,radius.of;the ono way drive ifito the bank I SNET proposed operation or use. Narahall. tieildisg: - N ly` ' W M H U valid for one year end shall ea !ra March 9, 1988. \ 7. She permit Ss a 1 P 41 3. su Lidtngs moat be Pr- to bCfet wl ch peaked roof State as deV lctc<I vary truly Yours, in the typical bulldinga blueprint aubml ccrd to Chia Camis.ion. '- --- u. 1 4. 7ba traffic light to be in¢t.1led (if approved by SLC1 must be efihcr 'L� state-owned and o rated or civacai owed and operated. The Tovn al Eliza ach W/arren., light, - MPL I 1 ` t• Yin datrleen South Windsor villenoc ao.u-Ownership or repo-Lblllty for chc L-fti- + Ialaaa Wetlands Agency/ . / ELM r I?° 0 - "E 461.48` 't ' \ C7 1 11 / { `MPL (HELD} TownoataSouthCWiadnorDa S. At.sueA time as the site ro the want of this approved airs o the P N 16 - 29 -2 S E / �j(� a C}{D Cocastacooa Cma.},and/or the site to the awth Of this alto jNIF Saaaal) W/WIRE - 290, r 0 - ,provide for an into connectin>becwaa sites, this oleo abell Complete '{ - - - - �� •�,\ 11 .� IGN - .'the access 1i>cerconeeetions u shwa an this Qla¢, oc as ocharvlse / - 1 f I -.. . ., o O SIDE YARD P NE a 8 R D �--�. I EW•dlb- .pPcovad by this Coariaa inn. .. I -'� I f _!'�� 11� OL CC. A. 8. OaHes,-0aputTTovn Ea lacer / _ ♦ \\ - , I t ' t a t. ..Rithabd".Her tal..Todn�Engineer, _ 6. Towne to coesamcoan[of'.+wy ate work: a SS atinR t be held ulth WET AREA iSCwatlekDtDirectorfo[lPnbllc Works Town Staff. P Michael_ 1. Ro building P• - - airs will be jawed until the final law have barn filed \` Q + 1 I r 1 .Thom•■ D Aaria, Building Official Is the,Taw.Clerk's Office. _ ./� 1 / 1 23 Louise Evans, Chairesa, PlaaalsZ and Zariw`;Ctrrmiselae e'Q ' r ' _ -�- :.Attorney R>Acold Cnasis6• -. a. -This approval-is Subject'to rho-eoodirio&o[_nPPcovai of theaslant `�� v !"' Fuae & O'Neill - Watlanda Asgncy/Coaaernatloa Ca¢aiaein..' ' .S - -�_ .............. �� ^ / m :IYA/CC File _, - - .. TAN F ti r n / _ C r N/ m / l \ 1l ` 1 `� I 9. Aa'as-WILL plea wLil.br.-rWvlred Prlos w lsswneC t s a tartLFiwrc of ELM Occupancy Per See C \ - ' - - y -� \ 1 C ' ` / { "to: Laadst.Pa bend o[$25.L00011t required- 0 of the Zoeing C)) W \ `� 1 odyr •� .e-' ' I i _ [flack and_ih to trans ateaa erLars o[ the Carer rags and Sheet. SD2 i SD3 of C\J I I' r 1 7 y� •+ _ - . approval latter reproduced thereon, toga +y rj f , 1 l Z - the p7ania.with this letter and the Inland.Wcliada A6eatylConservatian Cam[a.lon that with 0 entire Plan,east be sabafrted to this Cmamiaeion tee be.the f ledtop i f chn d and ad. Auer a fag, -mylaYa will be recurned to you and eat be tiled la the faun ,Q- '�• } r _ Clerk's Office within 90 days- Clerk's v 1 f ' �'n Qj Y L J ( 1 1 + ' V �� Q- r AY very truly yours: - . HE A' - � rutamc z zARnu cOfalssmlf _ /,L• /- � i ~.1 ` , it :` YJ �� 1 _ b0 ' / ` 1 + v ' .� / ♦ P` 1- Oft `�i \ t ♦\ '� ' 11 ly e " t ' / \� - - 1-nurse C. Eran.,-Chairman ' 1 /f , trn R. Martel. Town Eaginecr i ,y (// 0 �/ - } - H. saaach, DLractec of Planning o NET 5RE a N ,1 ' } ,.\ ! 1 \ ` 4�♦� /,` + DO h OR tYE g_ Belleville. Asa.3DOr - V _�,. T. D'Auris, Building Official CILn ! { OD ` f3 R pp�� - t 1 ', Il 1 20 ` v -V (y.Q� ' \ O• J`Astlew. Emnoaic ne.aiepar. a / V Y ` \�' V mo 1 + f 10'Mt L ten _ �i j 3 1l lT 1 ` 1 i �� H[)USE 1 'yy, FtH UT cr N K 7F#;tS , {?�"LIG , rtiM ,(0�� NOTES �(J1 1��� ;' L _ ' 1 1 �pj �� O ` - SPR t , El m►l; 1 Reference is made to the following Maps : l as 6D \ � A. "Right of WayMa Town of South Windsor, East Hartford 'PARCEL AREA = i ��' \N �� 2� ' r / \' - 1 Wapping Road FromWapping Center Westerly about 5200 feet � �`� � � f ,OQ� I Route # 15" Scale 1"=40 ' , Dated October 31 , 1932 Sheet 1 ACRES 1 �JIg �� �____ �A of 2. 14ELb I / ) y i01. % rII \ m t $,,is .,Y-ev fl (.y a ;� ,� o ��,f - _ _ B . "Property Surveyed for Albert S. Dodd , Ellington Road , rh ` �- a' as ~ ' ,;{ztralT,. South Windsor, Conn. " Scale 1"=30 ' , Dated March 1953. OMB Nffi 1 ' ' / ti° h P _ W{ Lo s O �J$ EL/Z4 WET y0% 1 O C . Property of Lloyd N. Hevenor Deming Street So. Windosr, �1.� �r _ ? , /� AREA -- , IL� i D Conn . Scale 1 -40 , 3uly 1953. Ln F y 1 . ''t �� 11 (r D. Reference is made to Volume 182 Page 70 of the South Windsor Land Records . WET 1 { ��� } 4.r � �" i (:f�ntours. based on MDC Datum AREA i / i x" I,p nO ,- GoTi REf -1, � Y� .tflrr L V-"7 3 / c►G z- r TREE/ N T V RHEAII }_.- 5 E l STOP BAR T 9p 1 , fi01R STOP SIGN t. fz�f-� N/fi °+ �r _ L _^'� a- 1 ,t r ��/� / 6'MPL 1 R l--1 - ` �` DUMPSTER1. pf j `� z so" �rlCy t t ON �' z / - tX1MPSTER R - - _ PAD _ PAD _°4 f.o O.. pPPI z so" I� rlous I BUSINESS willow I 1 SIGN LIJT fr ONE WAY - !-- -� I n w f- _ _ _ __ - 9 ,_ i ly 0 T U � - 1 1 ~s 838.991 ` Do► 5�� TfrIG ' e ` (_" S 15°- 10-37 W LOADING Insist �1 5 WIRE F CE 1 ~ \ \ l r 1 ' fi4` G'XIST fl�� OL PLAN CURVE # 2 / EJl `� 30` i3 13 3o OFFICE J�5 I'jUli-�1t`J��i 1 ..1 ; N STotl CURVE # I CURVE # 3 SERVICE- ENTRANCE MAIN 5r700 S.F. - To 6E �SSo�1AT�s r it ° - fig° - 19 - 2911 N �\ 9a f 'STOP SIGN,R I-I , a" DR VE j v R�I�oJE~D Y Ll - l6° - 14 - 02 69 - 19` 1 29 1 120.00 !l0. 00, 'ONE WAY PARCEL �. '� 3 W i . a R = 120. 00' 1 w i I Pa\ oo NOT ENTER.' RETAIL <. - - AREA 1.92 ARS o m �` 62.98` 76.06 65,000 S.F. 1, X a) T 17. 1 I 1 / O /� p - p \ i 52,Ooo S:F �CCUP/�D - 133.09` � ' I d CV L 34-00` l45. 19 9 t d`' 6 3i 000 S.F. VACANT ) v CV40 OD " I 111I �\ _ l I I \ - MATCH LINE - N 15°- 16 - 5 E 866. SE->~ S D - - - __ R t l TYP lo` 12` lo' S 15°- 10`- 37" W 309 _ �-- 1n I CON C - -MON. - (HELD) ( �1i IF / 1 %\ - i I 1L _ Nrm- L.Iiii,- V�� I 1 ;= C.]� ' ♦ i �t�iggFr,C k Al��� Fc�� �t 4s�,P��atA �• Or'�/�'G m (.:()f l-SLI[til 1(J F'f)C J{f lE'.e[ 1i fit .•' �� F � l•� �• ��", ,; �� y MANCH EST ER , CONNECTICUT C • L� _No.62PLOT FLAN �fQt9TfRv0Y`r4 �b1 W*�9SIONAL E�}11 TOWN SHOPPING CENTER R EVISIGNS - - 67 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8140 ELLINGTON ROAD SOUTH WINDSOR CT DATE SCALE FIELD BK CIESIGNFR CHECKER SHEET NO 7 - Z1 - 88 85-489 i2-l5 -86 I"= 40' 426 5 A K SD 2 JOSEFH MFRRI+i h C.n SAK Mli. _ O 865.91` N/F JOSEPH W.8 IRENE S>✓1= s C7 -- - _ - _ - �— _ _ _ LINE N 0 4° 55`- I E _ _ - - --- - ---=--�~ . _._ _ o _ � BERTRAND MATCH L _ - — - - - - ---- - --- T - 90 rn ---94-- - . —ems _ _ -93--- -----' ���` —'�- � / , STOP SIGN 12. DUMPSTER •._ , •. •., •. ,,. '•\ � � t PAD � y - 64` i5' 13 k 3 64 �, F.�� / • � 64` 64' 15 .64` .. �y 1 _ _. fr N w n /�C/` / n� .r-'^� _ _f'' / SIGN 0.FFICE SNE N o �to Q> G [ '-- 2i7S yf y— �� N 8,000 S. N/F ROBERT A.8► pHYLUS ! p J oN Es / ,y, 3 \ f C%jvi ,� DUMPSTER o i ��. PAD cc 250 91 1 o Q 4 .. e .- >n --- 25 c a I o Ri ti I 4 WALK La - a u. v / �.- cv r `. 1 LI t r7 i 1 - —L r DUMP TE ` •PAD � ` a � \ - '1' �. / � sAr,+�►+ (' _._--- i \ l r 1 GONCKETE 0 k I t \ WALKS I �� o a `'U' i 20 TYPICA \ \-_ CONC4ETE WAI� p I �, STALL c N \ \ i -- FUTURE DRIVE .\ \ w k I PARCEL ( , 99 CQ ------ -- --- -- - ------ ----1- _ N � k - - -- .DN AREA - 1�2.88Ac: -I N SAMSEL � `' f �� \.N - ,\ � ° � - I } oFF1 GE 1 of \ 1� _' z 11175 oo S.F. 43 64 I N - i i00 00 ` 64 i , ro �• v -` 3 'I 5' 6 4 64 G) I o l I 10 ZIP co el ARD v' - o S 1 DE ��"- N 15° - 10`- 37" E 293 r ��( I - 240.00 11 201.26 i , f I S OO o _ 4960 Ole '- 13 - TEN,f\AL pRIVE y-" �'� DUMPSTER PA�� PH P C� o _ _- _A- / 1 k C LO ---S-o o° 15 so 15 k5 24 24 15' 156 � NSF TY FOR SAVINGS SOCIE o ? 000 S.F. OD 1 SIDE -YARD2O0 p0, QN� N o cn o- 11 - 13 E t j j h / o3 (ID OfIFICE 12,000 SIF a f / L �F 'soNN SAMSE CO• } o a) N IF sNET l , � 6,0�r�o� l _ 65, FRON00 T Y 1 ��� STOP- 1-0 Sre� L 1 19A �- flila-iiiai p WALK 4 , �� Fm��ffEfa„�..NfCri�': Ir r NCRENEILL T E 185 06 _ O A f— ♦rtiP�•�,e� o. c.=,�oa - t,'c�r�:'�t 'ItMr�c.3 �r lc:l�t �� ,t., -_ SHE r � F r •f' Y� .� ♦ � .�� ' Q _---. - _ SAO- MANCHESTER , CON NECTiCUT _10 E 30 _ 52 _ - H E� S 0 — No.5294 f ♦♦♦. 552 �o _ - AND =.40=Qfa REir��`" PLOT PLAN }1 _,Q � b — r g u C �L ••���fesrorsa�£�oi�p . -- TOWN SHOPPING CENTER REVISIONS DEVELOPED BY RICHARD S. KELLEY - TEL. 644-$140 �o- S? ELLINGTON ROAD SOUTH W'INDSOR,CT 4 — PROJ NO DATE SCALE FIELD BK DES+GNER CHECKED 'i- :E+ ^iv. 85-489A IZ-15-86 1"= 40' 5AK SD 3 r ' I 1 N r U} rl N N/F y r WILL IAM 81 FLORENCE WALDRON N/F OLDE WAPPING REALTY INC. ,Y�, HYD- 1I.ETFaV7-!vN PA5/N IZI . h E v tA,�- 24 -J5" RcP syEer sc rr 28� - Z1� �g �.' = 7j.to^e SNET plyofJ1FlCl7 IF s o.�� i , � M.H p I W!•+F-N A cvNN,�T/pN I s" / I5 NAA 7E; ; 100 110 lo' 1 B M = 87.2 6' ELM N 170 o '-0�'E , ��r- _�� 1MPl I11 , X°CUT 1N BOLT w/WIRE ' 461.48' , ; ' I , �� 0fD ,`6y ; r0 3a' 1 Z SOUTH SIDE y IP ° , 9 a (HELD? 1 ,' �3 85 , Nib - 29 -28 E / 290.40 M L CHD OF HYDRANT / / f . - - - .•. - - - ..-- . _.i._.__ _ _ _P / l ✓ �` .� N E 1 80 OL - -.. _; _ . -. -.. ,. -:a - , ..:. •yy 6 Aid ti f OR t �. ET IftIQN ASIN ,� ENERG�1`DI6SLPAT / rn RON N / // / / ► ,': 1 ' ► f ` J� "jNj_,E-r --0 K M 1rI I '� 7lo \'A r � I \ l ` 7 ' .` �♦ I, y. i ! Jr- tool 92 9`{ ^ Qx'1 ° AY Z ri wAL 03.T G I $o I r r :'`�•.::- -./ � ' ` �-��- "�A R�P�� E �XisT. a" :P f N0. STRUCTURE INV. T.F `f '" A 4 t NORTI-4 DF G. hJ. I��' VJ(T}{ �• , , , �. o I ` l 15 C C. B. 85.36 92.6 ct�'-.,; 4S OF Z� IZGP. r:XIS-(INf� � AREA 1 j 'rr I r•. J < (5 1HLf- I Tb F-MAI H. 16 86.25 89.75 01 WET OD A iii � ! 1 � ' � � 10"MP' . � DRIVE $ � � !7 86.47 89.6 Z / ! l ' ' '' / 85-` �- / �N ` / o ham_ to tl { _ 18 C-L C.B. 86.83 90.5 91 ��`♦ 9Z I-1 L Its l t� Is- �Hs srl�v n �i VOID - •, R A SAC R E o _ ��•i ;PR / .lip �� 21 "C-L" C.B. 885.3 .3-15 89.3 _� - _ / / � '1 - ." ,g� ���i,��, _. ♦t* a cR� 22 FE.S. 83.5 - p' 1 i DR1 11 1 OUTLET CONT. e.s i % -�- - ■ 1 I . 109 82.7 8$.0 HELD / /' / ` - ' \ I.;- w ' ■ a 1(a - w }. •1 STRUCTURE 0 O .D g\, t ` - �• ' ;� � �0 ♦♦ .o" } �l 110 FE.S. 82.4- - Mq NiF / %~ 5�$ E �/ 4 ��♦♦♦. Q " 82.0 - �l ,' 0 wET + \` ~- 9 Mq�COyQ�TyC �' ! /� AREA I. ` ®�, f o _ - o '� 112 " C�� C.B. 8 I.0 EXIST.GRADE * J\ _._ { ' 1 � � `_ __ � ♦♦ y S I �Q1 � I D I �+� " " , 90 - �� i 1 Ln i 113GD 7 5.4 J 91 wILL ♦` f Iv c�tr 114 71. 86 / WET J I \ � ,♦ u o ,L AREA f II j 1 , � � � .Cb -,. ._ .♦1 __ Rc� } r� R5 F.E.S. 71.0 3 �. / / � J / _/ \ - •>� ♦ Q �- " L NoT� 54 SAN M.H. 82.50 94.0 f m �- ��� 'Q .� �, � / 57 � ® 15' TREE g2 ♦ J' �l 5�� 7�AF�fG / 81. 33 92.9 _ 14. r 5 5 90 _ III'/1-1, g EAL'_ S E GoNT/'�o� PLANS Wl IN Y 'l y \ - t r - - �'..8" I D ♦♦+ z l wii ��EO NiF °, �_ � f � _ i �� \ � , , �- �- �•, - . � . / � ��s=��, ``�L 9Z � •I � STa�eGN i15 SoC. � 56 80. 14 EXIST.GRADE � � � � c r 92.0 0 • L Ll r� - / 9 2 \ `-( J ' _ / - ; a�o��t • ) wl L IT " 81. 9 O/,q0 C 4 cD _ _�._ - ��, a MP� ♦ 'ram z r fly r , 57 �i ��� p�ti I,, 12 cp ` L M ♦♦♦ 1 S P R U I \ WILLOW LE /�� ����•������\�1\�\\ I�t��� ��`� - / 2 �■�I► ,. ♦ w I LLOw I I g H Q U S E l wATref { ` SNET � SLOTT�p Al75 N-Iz Plpr` MAY �►' -� -5- ' �• _ I A ZZs sv6srrtrur�� �Ot� RGP oRM 1N�}z ' f { 92.z S l5°- 10�-37' W g22fi :`` 838.99' 92.5 -I• - W ■. � D I N t1Nv�+�vt1-t sE p�TAti SrtT. spl2 1(IIRE F CE r i ^ 9 _ co c / 1 9A 1 �� 1 „` 1 t 9 6 . 2 � -aMON I t � j. I 9 0' CJ I 9 / m a + 94.5 � 94. 11� 3 f I f j 44 i i QJ .♦♦ ° ` . I In _- __� L�-� - B�ACCOF WALK EL.9515U " o ♦♦ ■ MATCH LINE - - - - - _ - - � __ � j5 ,ccr T,-� 1 - 95.3_ . RAMP r c1 SJFe SD E5 / BOT: OF CURB EL. 94.8 1 ••1 IHELD) -- - - y - a � y FusSomj aI' F ONp �•tiP+,+/� �• ��''cG= C;C�t 1Sll��If1C F?tlt ItlE'P,I S MANCHESTER , CONNECTICUT _ ! . • �+ ; Fes: A • No. TOPOGRAPHIC PLAN ,p 4E aE r / TOWN SHOPPING CENTER REVISIONS j - - 8 7 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8140 3 ' SS ELLINGTON ROAD SOUTH WINDS OR CT 4 - ZZ - 88 ZI 88 PROD NO DATE SCALE FIELD BK DESIGNFR CHECKER SHEET NO 85-469 12 -15-bro I "= 40' 426 5 A K SD 4 CO m N J ;C,5PPH PAERRITT S '0 - X15T1N4� 14 AFL E& H 8 D- S •S G 7 4- • �i I S A Is N/1"JOSEPH W:S IRENE . . RTRA Q _ 8 E N ... • • �1i - __ - - - _ - - - , � r ram-` _ , fir. -, ♦ 5 r..8 P. ,♦ i/ ZD .: , ♦ inr#o 3 I -- . . 4 . .. . - 11' l u , + , r_ ♦ 72 0 r2 o�• ' r �i.� '. ..'♦♦•� ■�is I®r .>R iw;i.i t:. .-�'.���i irn r o� r�a ■ ♦. �: t I _fir } t< A cl 9 I , , l 1 y 6. Y ID G L r P ♦ e L - 1 _ _ v' l i / h - - • _ .. v _ y- i 3 6 , y =0" 1 U ♦' y-- :, . ; .b. s l s o v �o 3 - . . 't Q - . SH- g - N/-F -ROBERT.A..� PHYLLIS / � r _ . - � % r , _ , . 1 � I - : o~� } , T _ E V. 6 P ■ 1 r 0 Q o - _ , H D r i 1 , l n - 96 9 :3 h 6 , - •I- - : , . :..., . . ... , , , t : 1 9 a r 6. 7' � r - r r 9 , r ♦ _ w . . ( , , „ • 97.5 9 , L- -o Z _ t .� + 5 tD .,• _- i - -17 .. . . .. ..:. a .. .A r ' - L 'o X. APP R I t' • •� �TL •-� W AN r .o. . . vt � , . , . .. .: 9• NFL' . . 1 r k I. S , i Q 1 I ,o f ,E m e S . co Ca ry093 � ., " it ■ ,�� \ s -- - V.�. 1 1 yJ ��� � ` � : : ." - - . . . ♦ 100 � J NO. STRUCTURE INV. T, F. _ - 1. _-- -- E. +100.3 944 a s \ f 1 C B 93.63 98.0 2 91.95 95.9 , 99_ ` N /h JOHN S M t. ,. . 1 t 1 . . ... : ...... _ O I j N / i u 90. 8 11 89.88 94.4 .t 4 jj`J1 I 10 0.5 11 i 1 f/ _ o - ion 31 6 88 96 93 7 ♦ 1 90. 16 94 4 k I 0' - r 1 ' 8 C C. B. 89.56 94.2 m o _ l 1 • 9 E-L C.B. 87.72 93.8 l i 'I mil_. �� '•,� / 1. } rn 10 " 87.0 - 27„ 93.8 6FtAp N6 tN I 86.75-30 t `'I TliFs %4 a..3V .F �„ .;,, �i Ot Il rl 90.0 - I5„ E.Gr, To. : . .'♦ s 1 +100.3 - t s_ 6:5 I I C C. B. 8fi 39 3011 94.5 I,. HAr1ra Tn . 9 1~ F Gt.ErS . -�_ �� o - ;I Il TY T r�i 1 ✓J F{ � 1 6 Z ,1 : . .. ,.. . - • .. • , , . - } 12 93.31 97.3 13 90.62 94.6 l}` 6 Ht' O 14 90.31 94.5 l l ( - 1 ♦ P IN �'y i9.RAP 00 , - SAN. M 2 H 5 - -- -- - - -- - ---- -- 1 11 B8.42 94.5 J; - __ - -�- � _1,' - .- -� -'- ,- .. }'I•Y y:. '�� -. O / Z�1_,rJ° {¢GP.. - ., _- .. � -, -. , ,l - � - � II ' 52 87. 15 94.6 53 86.10 94. 3 ! , � '', 1 rrr•■ •�srr■ ll>.rrM.® ss ` � 1 .: A•� , , � � ram' 1 `\ � %' °_� ��f �O • � I SAVINGS � - 1 k N/ F SOCIETY FOR S A �l y - l } -- 51.oTTP-P A175 H-iZ' ?JP&_ MAY s�E 97.0 �Jt�5�f1T VTle r0K ?lGr SToi=M --e-weR. VHpr5K17KAII-k saa PaTAIL tW SDIZ 96.5 t7. 7. / �l - _ l t � t ,• �� / SAMSEL : 1 1 i t F STET NET • i Ott =�1GsoG1A� s Jj 10 10 T 1xsr. . 6° f � ��� C O Al ��+� t. \ - " . �y \ rr f /` T• SAt t.. �-` " see�4- �--- 9, - 1 In m .......... / R p A D r�,,•`��'b�D:4FCr�4� &OfNkm==ILL P s "• �� !•`y,' °�= _ consulting engineer-s ° MANCHESTER , C 0 N N E C T I C U T ET o.6 v CKLAND �� �gEa,,,� .• TOPOGRAPHIC PLAN SHOPPING'. C R I J REVISIONS - 87 DEVELOPED BY RiCHARD S. KELLEY - TEL. 644-8'140 - moo - a7 ELLINGTON ROAD SC}UTH WINDS OR CT 7 " -1 S� PROD N0. DATE SCALE FIELD 8K DESIGNER CHECKED 9n El NO- . " - 1 40 OAK SD 5 - �� �� ®� ® EEC ���� �����®�����������®®®��������®������®®���� ®�®� ®��������®®®®�� ��� �� 9®® ® ® ME M� �� M MEMO ��©.OMM®®E� ��®��®��®�������a ��®�����®® ®��® ����®������ �®® ®®�®®®®�� M®®®®® �� mom M ®® OEM ®EMSMEMO ME offiffiffim 1MM MEMO rs mmowaxazwo MOM 11111111111111111111111119 IEEE MIEMEMEMEEM on mom M WE Mom SOMEONE onffiffi- ro ME Ilia MINME MEMEMEMEM owsmigil 0 MMMMMMMmmmM1 MEMOS MMMMMMM momomimmmimmom INEEMEMEME no M 0 L 0% MMMMMMMMM MEN MEESE MONEEMMENEEMEME I MMMMMM nommomommm MENEM ®o®®®®ff m ®M EN®EMMEM ® �� ��� � �������� E���®�®� ®��®®��® �� ® SEEM ® EENSMMMMMMMM EMEMEMEMENSEEME MMMMMMMMMMMM III MEME MIMEMOMME ME MEME mmom m M MMMMMMMm m1somomm, mom MOMS ®E MEMO .00 'film ME SOMME m mommommommommosm ffiw,� a ONE Emnsmoiffma ME Irmimim". MMMEMMM BMW a-ONE ON son NEI! ME E W-M I Z Z mom'-W--m- MENEM ME fiffims- -SOME MOM M mElIMMEMEEM 11"wooffin-a— nFomillmlI1110 MEMEMSEE MENEMEMEMOSEEMSE MEESE MEMENE . . M000 ,LO ® _IR—WEEM1112 MMlI1Mm- REfflommoMMM®m gill ®�� LW M_. � i®t; � ® � � ®� mi ®®®�� III m®__ 0 ® ® ®IBM m Iva ® ®® MOM EEE MEME EM NS MEN® , ® � M son MIE _- mommom M"mm ®®®®MEMO r N IN 1 W!I t IAM 81 FIORENCE WAL{7RQN � - N/F `_IL ,)E WAPPINCi REALTY INC wG ri,ro N 79" 15 5. W SNE7O NM 40 - _ i0' I-I 8 M = 87 26 ' — MPL 1 �I` } XrCUT (N Bak_T ' • SOUTH SIDE _ ' N 17°0 ' _llO'E ; N, t0 (MELDZI ELM 461.48 , , IP N16° 29'-28"E 290.40' MP► CHD' OF HYDRANT vvi w!PE - .. - 1 — -- RE / ' ..:..... ' �'_..... ......... mil/ WET AREA �. `` 80 .w�r .... ... .''.. ....i •`-- xs� - - i• .• __ , . 4 / t . / ;%• S �AY_ Z wET ARE A v HE PLANT LIST of - - — - - ' - l {'. -DRIVE r • ; / - - _-_ _ / {� f 4 4TY SD V BOTANICAL NAME/ 2 85` 1�,r 'f. L ` r x I M L' tt� D-8 COMMON NAME SIZE i \ j }k� }} CODE QTY S I - _. � t., •, �1_ - .�.- � '-I a KM� A 1 / 5 ACER TSACCHARUM/SUGAR MAPLE 2�_3„ �- ! ` _ ••, {� C \ �•J� , �-�, c�li� B 4 / 8 CRATAEG[JSUCURSA DOGWOOD 6--8' HT. / / \ SPQ+}f a C 3 / KING/HAWTIiORN 2-83��HT. ;o 19 14 GLEDITSIA SHADFMASTER/HONEY LOCUST '� CAL. AREA - 6. 6 �1C R _ _ - - .v : . ' b �' ; �„ � E - 1� DGOo LAIrE 2 -�" c�'- / .t. /• � - PLATANUS A. BL00 D/LONQON P F 1 / 2 PICEA GLAUCA/L+7HITE SPRUCE 6-7' HT. DRIVE; �- - / 2 PICEA PUNGENS SHINER/BIL-E SPRUCE 6-7' HT. D �'-_ .�.: j k H 42 / 28 PINUS STOBUS/WHITE PINE 5-6' HT. 9 / 10 PYRUS C. TRINITY/TRINITY PEAR 8-10' HT. Fcl a / gB 0 K 2 / 2 QUERCCTS -RUBRA/RED OAK 2�-3" CAL. •~ ="r. 'v.'r / ,.� -{ \ _ �- { +` 9 p - 61 BEPBERIS CRFrLSON PYC3 iY/D6�F RED BAF3EPRY 15-1$" / w E T I E� 22 % 7.16 EUONYMUS E. CoMpACTUS/DWIF BURNING BUSH 24-3 6" gv �� AREA _ \ 7' ' ,° p 8 9 EUONYMUS F. VEGETUS/BIGLE, 44Iiv'1'EPCREEPER 15--18" D - n r ~ ' � � .'' � �' I ,i R. 6 / 24 JUNIPERUS C. PFITZERIANA/PFITZER .TL�]IPER 24-36" D j �� I � ! S 2 / 14 JUNIPERUS C. TORULOSA/HOLLY[�70UD JL\IPEP. 3-4' HT. r so L r N i I -18-•24„ W,L LC W T - / 126 MYRICA PENNSYLLANICA/BAYBERRY / { !SHED` �_ C 12 / SS RHODO. DEL. VAL. Sti�iITE/�dHITE P.ZpLA 18-24" \WET � D i 39 RHODODENDRON P.J.M./�'.J.M: RHODY 18-24" AREA 11 / ' ' 1 D D p a�x : . . . : N t•; 33 / 36 TAXUS C. DENSIFORh!IS/Df'NSE SPRFADa'N{� Yn�? 18-24" 24:MPl'' X 5 / 14 TENJA O. PYRAMTDALIS/PYRAhLIDAL ARBORVITAE 3-4' HT. TR D _ 90 : _ I r < wlR�sA4 9 t PERa- TNIAL BEDS': CROCUS, I�?ARCISSUS, CORI PSIS, Fes' CCALLIS, ACHILLEA 17) o a r— i` _ s Mvt lJ :.• r.. t �` ICY �• v j � •Z Eiu 0 4volE 30" � U•SE I b i 9 D- ILLD1f. /r s14 !. 7 dLD) 3 S15 - 10'-3 W ` D M :..: IT p ---- - v s x J R w w wW � w wWlfzw (6 H M LINE sr _J — _ I t' ' -•k FUSS&O'NEILL k� L;,f,' _`, '' ' �! ® MANCHCESTIE�tR , CrON`NECTICUT LANDSCAPE PLAN TOWN SHOPPING CENTER �.✓ _ REVIsICNs DEVELOPED BY RICHARD S. KELLEY — TEL. 644-8140 ELLINGTON ROAD SOUTH WINDS OR GT �- - 2288 PROJ NO DATE SCALE FIELD BK DE-SIGNER CHECKER SHEET 85-489 12 -I5-86 1 "= 40' 426 6 A K SD f t m 4 , SAN.M-9- f f N/F J OSE PH W.a I R EN E BERTRAND M�AT,�CH LINE _ =- — — --_ -__ - - - _ _ - —_. --_ U. :.o t4 --:, . . .. .0 • 'r? \ 5 SIGN - X E N/F ROBERT A.9 PHYLLIS � SN - � -- � JONES 1 \ �r D A Al W .�. `I � � r \� r - 7� —•� � _ r .J•I �'h�OGrew�. C � - ' • 1 - 't . . 7 9 rill i-. ------fir— ' •_.• - � --- � `�_ � . j V i '�-�\ - -' �' �� N.I SAN MH - _- -- -" - — 99All N /F JOHN SAMSEL — - — M '&AZo ors AC -� - I N. , - M i �I I Q �AjL.K W&HT: leca w HI&H PRt:55Vg'E. 5oD1tINl ' -J t2 t=osT Tw)H 2 50 µ/ W&H PRESsUF-� —1 _ — - -- D ,00• — ' X � '�• ; ' �� I so:'tuM ort 2�j po5�- -- AEI P� . .' _.._ 1 __ - .-- — __ - t —_.... �' M o. /• I .`� P MG W&HT.• 51HC-L.E 25o W fi?6H PKa;SSt)fzp T / l �-1 O — _ + ,j 5IF rat uM or-t 5 Pos . , - - - ``Y (o sTo�KP o ✓ I r, `� ` £ •.O/." K N 1 .yam` �. ' N: 1 r' s - __... l - _ R SAVINGS INGS 1 X �Y FOSociE t I D T M S `` !N s T A 4 N / F JOHN SA SNET Co. cs - Fm mS'Amftk&Olmw mm=mLL _'-vti � A '�' •3' - Sri Et':_• � •` ____- _.- _ _ �T RoAD - /' ' c;c x �5t tltir tia f�► ��ir ti�r» sNszE t •µfo - - - __ r ,•�� �:� '; , ��� MANCH ESTER . CON N E C T I CUT/ CKLANpLAND CA , Ill C. g AM JAlktN 1 Arlin - L SAN.M}l N/t~ JOSEPH W.$ IRENE � BERTRAND _ Mi4�CH LINE - =-` --- --_ - _ - it 1 / D D I D Y ' h It I SIGN �f r \ \ ' SNE N/F ROBERT A.9 PHYLLIS { }� ; � i :I -- y17S' _ - JONES � � 7_7 - f lo w DI lb V - - ; { ` D I /' SAN I Ti r T 1 N\ J _ —_.. .. --- — --- 99 N /F JOHN SAMSEL } -- - -- --- - _ -- -- ! �, j ' f U ! ' _ -, o _.__• _ - ! I -- - -.._.. - -� -. I N. - __ M i ON Wgt�K W& T: !aD w �l N NlC�t( P9e55U So�)UM 1 i 1 k : . - /' :; �-• PAI�Kf1yG Llb4-iT: T1vIM 250 W filb So H Pfe 55U�7r - -- - . '- - --}- -- -- � --- -- � -.._-_ ,. '� .-. • ' - � M �_ _ 100• t71VM ply Zvi PST' jvl 1 Q . . -- - ' 7 T— '- _ !' - Q:' " I ' ' L �~ pAKfG1Mb L{�HT.• Srt-IC�L.B 050 W f`I)&H f'K6,5StJf_P_ U { �m - -r r w .,., • ` - K , I R N / F SOCIETY FOR SAVINGS 9 15 s c c. O - .. . � � � - J II ij it � 1 ' ' '. '. '. •• - - '• . - • '� - \ �` k p x � SAMS SNET 1 W f — i �' ✓� 1 S K ETY 54 --- ---- riJv _ EILL 5 L B r R Q A - f Pates�� FUSS( v Jr-�• :• "_�_�• - _ _ - � .. � � (:(_)F1S1I�TlFIc_) F'f l�}F lE?t'� � , sm ET MA NCHESTEFi . CONNECTICUT SZ ritD _ _ - r r �>> b — BUCKLAND -- `f LANDSCAPE PLAN - REVISIONS TOWN SHOPPING CENTER - 9 - 87 DEVELOPED BY RICHARD S_ KELLEY - TEL. 644-8140 sTG Io-�� = s� EL LINGT�N ROAD • w000� 4 - 2Z 88 D SOUTH WINDSOR,CT PROD NO PATE SCALE FIELD BK DESIGNER CHECKER in-Er N-, 85-489A 12-15 -86 - ! - 40 ! SD S u v w R C ZONING DATA " ITEM MIN. OR MAX. REQUIRED PROPOSED Q MIN. LOT AREA 30, 000 SF 21 .43 Ac. ��. MIN. LOT WIDTH 150 FT. 246 FT.. � MIN. LOT DEPTH 150 FT. '5C FT. SITE DEVELOPMENT PL NS MAX. STORIES 3 2 MAX. HEIGHT 45 FT. 40 FT r TOWN HALL p L MAX. LOT COVERAGE 25 '/° 13. 6 % 2 � MIN. FRONT YARD 65 FT. 68 *- FT. MIN. REAR YARD 25 FT. 55 t FT. _ MIN. SIDE YARD 10 FT. 14 *- FT. PROPOSED MIN. PARKING SPACE 980 542 REDUCTION OF PARKING SPACES REQUESTED UNDER SEC 8.4. 1 PARKING CALCULATION OFFICE SPACE Ga 8/iovo 572500 S.F. @ 4/ 1000 = 230 STALLS sHowtq 7 RETAIL SPACE (INCL. 9 HANDICAP) z G� 0/ �ooa _ 500 R£QUIFCEp -CC qG 651 000 S.F: m 5/1000 = 325 STALLS sHowN � (I L. 7 HANDICAP) . STORM E La_lNGTON ROAD RTEE 30 z i iN 04 kt4 0 N/F ..jt N OLD TOWN SHOPPING CENTER WAPPING Z ` I a SOCI TY OR REALTY O S AV S C, R040 !N r- DETENT'• 1 �x BASIN 21 . 43 ACR rrn j N/F SOUTH WINDSOR m SNET CO. I Sl°ftM �\ Z 52000 occupmpCONNECTICUT 13,00o VACANT IV V o ALbt�' o DECEMBER 1986 CO N s N/F SAMSEL REVISED O e RC - DEVELOPED BY RICHARD S KELLEY Y3SITE DEVELOPMENT PLANS B U RR G In � •• t"� PLU FUSS&OffNEILLG 1 s consulting engineers _ T�FFT MANCHESTER , CONNECTICUT • 7 INDEX TO DRAWINGS SURVEYS F & O/ CJ M - I KEY- MAP PLOT PLANS SD 2 - 3 200� SCALE : i'� TOPOGRAPHIC PLANS SD 4 - 5 = PROFILE SD6 LANDSCAPE PLANS SD 7 - 8 FEB 28 19K South Windsor CONSERVATION PLANS S D 9 " 10 INLAND WETLANDS AGENCY( rj CONSERVATION COMMISSION DETAI LS SDI [ 12 TRAFFIC CONTROL PLAN I/ 2 - 2/2 ,t3Y 5 j OfLGH �4S5oG/,h-r� S 85 -4 %k Mr. Richard S. Kelley -2- IIAy '.I, :1.v� 7. A bond in the amount of $100,000 will t-.#, OVE interconnections of pr�ju" through Sal-sol Site Lv ti,ckkui,t Is-5ULLIV^"^VENUE.SOUTH WINDSOR.CUNN ol,­ Road and through Wdldron rite (Sarlssl) Cc Claak amt,'­ IRC.CODC Z03/6.1-RIII, IiI.L.42004 Deal A g Strout. root. JL!y 11, I�tlti a. All original approval 1-IJIL11-24 IiS'-!;4 i!; lelt--: June 31). 19H 7 Approval dated June 16, 1967 ;dealt r..t;aCn. ill tui 1 1,:!, --i M­cb 23. 1907 affect except for the, dult-,tion of speed L-Limp require­-io :Q. Black and white transparent mylars of Cover Sheet, SEIZ, an.i 5'.1 Mr. Richard S. Kelley with the above modifications, together with three blueprint Mr. Richard S. Kelley O*NULL INC. RSK-KELLCO, Inc. MAIL ME. Ri.hatd copies of the entire Bet of plans, must b Bilb-itted to L1145 1744 Ellingto..R..d RSK-KELLCO a , .1 1 1744 Ellington Read Commission to be stamped And signed. The I tters of approval roal South Windsor, Ct 06074 1744 Ellington R..d South Windsor, CT 0607, this Commission, an well as the Inland Wetlands Agency/ South Wind-1. CT 060�74,-. Conservation Commission, must be reproduced on the nylars. Dear Mr. Kelley: re: Appl. 108-361, - Town Shopping Center After the mylars have been signed by the Commission, they will be RE: Town Shopping Center Site Plan Modifications Roads Buildings returned to you for filing in the Office of the Town Clark within RE: Application 1436 - Town Shopping C"Ler near HE. Kelley: Gentlemen: 90 days. After filing theme plans, a copy of the recuipt must At the March 9. 7C:.,et!:gVnl.th outh Wi.dan�1%1.:d 'Ll"Ile I ;.Sc Ag e as tj Conse rVat 19: .1 L p V 4 Ch .. it t a pt teat Plealic be advised Liver submitted to the Planning Department. N a AVp' I A the pltonlog & Zo,,tng Commission Voted On J ie 11-. 198, 8436. to corlacruct a Town Shopping Center on property located at the to approve y.Dx.ppttc­l far. Situ ri..of DIVCI.P-Ilt Car land We are pleased to notify you that the Planning and Zoning Very truly yours, a sho.n .. plans prepared Commission voted at its June 20, 1998 meeting to approve the corner of Ellington Road and Ruckland Road.a The ."it, side Of elllngt­ Road. bec.ce.,Ci.irk St. ad Buckland Rd., T, i.h,­ "m A by Fuss & O'Neill. Consulting Engineers, dated 10/29185 as revised on plans prepared by Rma &O'Neill dated December, 066, Sheets I-It. ­10-C captioned application for site plan modifications to internal P ING AND ZONING COMEMISSION iz/15/86 A ca. The following ED Elie ioll-ing: roads and buildings in accordance with Drawings 11 through SD-12 .:nma!19187 adhered""` "Co'ngf.;'t1',1.P,!permit to be Valid; dated 12/15/06, last revised 4/22/88, prepared by Futin And condicio t be O'Neill, Project No. 65-489A, and with the following 1. Plane must be modified ,� fell---: mod1ficationaz Raymond F. Hallowallt Jr, 1. The document for the right to drain into the South Windsor Land Chairman Trust property along with the construction details for the a. A left-turn-quetnr tone must be provided an Buckland Rd- et the 1. Price to commencement of any site work, a meeting must be drainage must be submiEced to this commission for review by May 5 e.-crz 1-t-ca-tia­ hold with Town Staff. cez H. Gantick, Director of Public Works 1. 1987 prior to a.ny construction. b. All sidewalks must be porti-d cement concrete. F. Shaw, Supt. of Pollution Control c. A crosswalk SILAII he provided at the new CVdffiC light. which 2. No building Permits will be issued until the final mylars J. Collins, 2. Plans ou.E be modified to show where the silt basins will be 'n Clark's office. E. Belleville, Assessor located through out the site. it. Lighting throughout The parking lot and p.dc.crl.n walkways have been filed In the T06 Chief Building official should how. a walk phase. W. Lanning, Fire Marshal mat be increased. 3. Thin application is subject to the conditions of approval X. Benach, Planning Director 3. We recommend a bond in the amount of $20,000 be submitted to the c. The project must be phased for construction purposes. and The Of the Inland Wetlands Agency/Conselrvation Commission. Registrar of Voters Planning and Zoning Commission to ensure compliance with Erosion phasing Met be indicated on it,. plant. I Inland Wetlands Agency/Conservation Commission and Sediment, Control Measures. f. The parktnp, foroula should -fl-t the Town's requirement for 1. An as-built plan Is required prior to issuance of a PZC File the approved map with modifications requested c.ch Certificate Of occupancy per Section 4.13.10 of the Zoning 4. A blueprint copy of 9. W;T­ line.-at be ;h-. li,-Arch./Engineer a Regulations. Applicant above must be submitted to the Inland Wetlands h, In: topography an the office building parcel that, fronin DO f Agency/Conservation Commission prior to commencement of any site 3,,k Land Rd. it itIC-IiI.E.. Th,t nxi.tinglind proposed E.pngiaphy 5. All plans used in the field by the developer must bear the y work, should be Included In the up,JetLd and revised set.. scamp and authorized signature of the Town of South 1. The HDC would be it,. supplier fur v.tcr. Windsor. tv.l5. Construction activities shall be subject to the Approval of the Town Engineer. .1n4.1,,11, th-1 pavem.rit, and b... thick..o.c. far '. o This could he dorking u and III-in traffic corridors. 6. Increase turning radius of the one-way drive Into the bank ne through atypical 2. detail. building. 6. The application shall indemnify tied hold harmless the Town of Srut' Wind;or.a If.bility which aight result from the 2. Speed bumps most be Installed on lefiocoLg Of Interior roads. to IDCAtiQuii p up .oil 0 a( t!:,":t ::.)iN An r use, a. directed by the local traffic ­rlailry (Chic(of police) and the Fire M..bell. 7. The permit is valid for one year And shall I expire March 9, 1988. 1. Building. mull he I.,,-d..i t ly III le, with J..-ah,ed -.9 1 In- to Very truly yours, in the typiraL buildings t,l.ep,i,,, -biaitt-I to Till, C-3rniOn. mi" 461 48 1 1 L. The traffic I[gilt to be installed (LI approved by SIC) -.t I- -ILh­ xt.E.-uned and operated or prtvateLv owwil and Ofer.lEcd, The T­ nl I r... w the traifir milt, it' Efii. South wind. r 11 um Own,rohip or reuponoibility gut Wetlands Agency/ N K­ light. Conservation Commission C 11, Town of South Windsor 5. At much time 45 the site ED the vat Of tills approved site (NIF the 0 C.C.-t-a CO..). ..d/­ it,. sit.- E., the south of this site (NiF 5a.-L) IOISIDE YARD provide for an laterconnecrion between sites, this site shall complete l f EW-dlb the access road Inte rconocc t long as ihovn an this plan, or an otherwisef, ,. approved by chic Cmal..L... Ali I CC: A. D. Davies. Deputy Town Engineer Richard Martel, Town Engineer 6. Prior to commencement of any site week• a sieering must be held with Marcia Bonach. Director of Planning Town Staff. Michael I)GA.: g tick. Director Public Vorka Tha- a ' ri.. Building .f f,c Iat 7. No building permits will be issued until The final plans have b-i filed Louise Evans. Chairman, Planning and Zoning Commission I. the Town Clark'.Of if... At tor Cummings C: lito a,ey.H:r1Id i F as & 0 0 It 1 S. This approval is subject to the conditiodu of approval of the Inland IWAICC File Wetlands Commission- r)�Y('),A, 9. An an-built plan will be required price to issuance of A ccrtLf teat. of rn occupancy per Section 4.13.10 of the Zoning Regulation.. 0 0 10. A landscape head of$25,000 1. required, Blackh e and Shcet. S02 & 3 of :Ait white trao.pirinit tayl.r.of the Cover Par 0 7- plane, fell thin letter and the Island Wetlanda Age.cy/c..a-tion Comatt-lon rn 1 vh IV If3 approval teeter reproduced thereon, together with two,blueprint copies of the 41 scle. plan. -at be to this C000itmajOn to be stamped ad signed. After signing, the wflara will be returned to you and must be filed Ill the,Town 0 A Clerk's Office within 90 day.. Ii1C 0 %%pi Cr HE very truly your*, >_ if-V PLANNING &ZONING COK41SSION ♦ F - i % 4 of CD % Louis.C. Evenx. Chairman is Z rr 13'F_ 0 0 0 CC! R. Martel. Town Erigire- V fvF M. IT...ch. lifiector of Planning % E. Btllci,lll.. Assessor T. R.Ildlog official elm. IWA/CC < Coll I,0 1 J. Sh.so, Ell-allc Developer LJJ f: U_r LI lb 3, NOT UN J I< Z51 F_ 47 r- - Inv 0) T NOTES I C7) E 0 \0 03 l7) . fl-t ­r madt, r . , I iu- fol lowi rig maps : PARCEL AREA A "f,: 1ijht of way mdp Town t-.)f South Windsor , Fas �. llartfor-d 6. 63 ACRES Wappin(j Road Fr, )m Wapping Center Westerly ah,)iit 5200 feet )•ELD 0 Rf_)U L 1a # 15" Sca 1 !' Ile 0 cv Tkep- PIO 1 4 0 Dated Oc t o b e r 31 , 1'4 2 S h e e t I b (n t 115 FIL !r- 13 . " X '001 WT roerLy Surveyed for Albert S . Dodd , Ellinqt.on Road , " P p Sr)uth Windsor , Conn . " Scale 1 "= 30 ' , Dated March 1953 . Lo 0 X T2 0 0 PrOPertY Of L10Yd N. Hevenor Deming Street s r , GD I Wi ndo S10-- '-08"W t ('l)nn . S(I.-a I e 1 4 0 July 1953. 44 Cn t2 CJl 0 \mo0 ReJ ei eiw is made to Volume 182 S Page 70 of thf, south 0, " \n., N 0 0 4, )y 4 6 0,4r,9r. mly K:V F [)a tum. ti - \ ' ' G,pG f C, \0 "L WJb,1 L Y_"2, - I ­N/ CU If) .)I - r STOP BAR I 1� I'it 19 C) L I yp STOP SIGN DUMPSTER DUMPSTER Lo RI PAD - I PAD Ito! BUS I NE SS 4IF- 0 N E WAY > ) I SIGN LOADING NOTE- : k S 15 Cl- 10'-3 7" W 838 99' f!1.D)II t SERVICE Y.v�-,-r I H& 1� ENTRANCE 30' 13' 13' 3 0' of=V=I c E� 64 N,' STottt CURVE # I CURVE 2 CURVE -it 3 MAIN 5 700 S.F. Q:) \_-ONE WAY STOP SIGN R I-I PARCEL • DR VE i 0 A:5 5 o aA 7-)E-:f-:, DO NOT ENTER UJ R�Mov'>=� 'Z, RETAIL 7- Z� 0 ' - " ' - " - 19' - 29" AREA = 1.92 ACRES = 16 - 14 02 690 - 19 29 690 o 0 65,000 S.F. 0 -- -- -� m R = 12-0. 00' 120.00' 110. 00, 1�1 52,000 S.F. OCCUP11EL 0) rn cr) 5,000 S.F VACA14T M T 17. 11 62.98, 76.0 6' iv (16 0 0 L = 34.0 0' 14 5. 19 ' 133.09, -0 U) C() MATCH LINE AM F Ile, N150- 161-1511E 2�. 866. 43 - Cf',N 1 ci TY P. 10 12' 00 In --W--S 150- 10'- 37" W 309'kt 'fits tr) F 0 / st of C(3 hf IV C� 4� 0,--, F U 5"b"&0 Alm&VE E I L L 01 D .1, 44 IN Eli CD 1 .1 % M A N C HEST ER . C O N N E C T I C U T PLOT PLAN P*,"I 0 N A L R EVISiGNS TOWN SHOPPING CENTER o7 DEVELOPED BY RICHARDS. KELLEY - TEL- 644-8140 ELLINGTON ROAD SOUTH WINDSOR, CT PROJ NO DATE SCALE rIELD 8K DE�iGNFR 426 SHEET NO c) 85-489 in 140' PEAK SD 2 to 7 . J SAN MH I t N/FJOSEPH W.& IRENE (_.. 1. _./ p r I 865.91 J �... BERTRAND � LINE N 04° - 55`- I;7�E •- _ - _ -------�--- ----- __ ---_-_:--_-_=_ - � __.. ....______ -. _ _-_ -_.-•_� ._ .. .;.__ .___._ .... __._. : _.�_- - ; MATCH _- -_ -93- _ — -- S iN• 3 09~ 90 rn , _ - - -- rr , - STOP SIGN .\ 4 _ to RI - I r -- —' P�0 40 N ,_._. • .._.. .. .- . _ _ - �. ' 2S, t� DUMPSTER / �r - - -.17J ltl2�; �L 1Z 1� L y , PAD - �- �P r -� I ll_.ZLe) 30, 64' 6413' F N A51= fD _ 64 1 - ' 00 0 P� ' �, ;,_CIO co- SIG OFFICE IJ!F ROBERT A.B PHYLLIS '�� b 5 O �� - -. —._ p {' I - 8,000 S.F d0 �, 0 _— J 0 N E S 0 - - - - - --- - { �p oQ o 41 I - v\1 r 12 1Z _ - - - - t DUMPSTER I I r ,O - N �' 250 - PAD r 1 � ems• W , / ' =.' ''._, ,. —ter r PIZ Ln (c l, r — y— -mil ! o I I I , 251 r N: WALKS �} ; I NU,C t�GLvr7G1 1t�1 11iAr� I✓ 1 I� _ _ ....� 11 . 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RI"I -- — PH 5 �ti --- `, . ?ZIA r--- PARCEL j . ;►, '� ! _ , _ _._ AREA = 12.88Ac. ----- j' N / F JOHN SAMSEL - �_ - # _ ,y I - - ..._ ° U _ OFFICE i 3 -- -� 12 ,5 0o S.F. , _ --•` (!� -a^ ! ! , \'� - AS 2--7— to {1 tj TT 64 - ! co ° 1 00 z� j o i 10 , YARD �s j 3 N _ _ 2 9 3 ' 10, _ 15° 10' /37` E DE Klwl 0.00 60 ,'I 5' r-.._ .... ......_S OOO - 49 t3"_W _ QO�EN�►A R DRivE 1,; 'C-- H SG y I.IAAI-r E_I N � r. 1 CON�EC�O DUMPSTER PAD ",* `1 P f 7 2(0_ ,._- - ----r_— -.._i 1 �AJ l i i � I I I 1 � 1 I -� \ti, Z •i __ . 20 23 t _ 0' I I 156 1 15' 24' 15' -a 50' 24 15 OFFICE j j Y FOR SAVINGS l� I N/ p SOCIET I 8'000 - '� I I { 1 `• YARD (� I d _ -_10' sIDE 2.00.00 F � � to I3 00 y i 1 I S - OFui FICE ?, IZ�000 S_F N /1 s06N SAMSEL , N i _ SNE � l � !G0 , 00 RSSv�r�'T� . 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F h ; M n EI r,kl' N t WAL JP ON N N, F N '4' y\, 5NE T a, am 81 '6 .1 ¢ - fi f - 2 , 8 E t 290.40 1 d" i�MPt tt HEl Ut SUtJTH 5irtf CHD { OF HYUFIA', . t / .................lyf- }_..... ...........•.................. ... .... � .....lrCl�l.-. .� r -^ •/ ........ .............,�Y.. ,P xxµ L.... .J y / 4p / \ wf r AR CE;N I ION At2 r �- r Y. HE J� .','E r wQ 7' �. �Y 1 . { // ;-•,x-� 1 PLANT LIST 'UR WE 1 L ,1' t i1� O'Y SD-7; BOTANICAL NAME/ - :.j COD`: �I`Y SD-8 COMMON :Ql IE SIZE i t 4. C _,r µ"„i x A 1 / 5 ACER SACCHA RUM S GA MAPLE � / U 215 -3" CAL. f- AREA = 6 . 6 ,. 0 R - ° � d _ ? B 4 / 6 coRNC's KOUSA KOIJSA , 6-8 HT. t• r a \'INTER KING/HP.WFIOPN 6- 8' HT. — - � m;t+ � C 3 / 8 CRATAEGUS S D 19 / 14 GLEDITSIA SHADFMA-STER/I-IONEY LOCUST 2--3" CAL. 1 C PLATANUS A. BLOOD ,COD/LON'DON PL,AIJF -,_ ,. _ OR,vE. / 1 2 PIC C A 2 3 CAL,. LAUCAiFti7IITE SPRUCE 6-•7' HT. ' v D • V - ! 2 PICErA PUI`M-AIS SHINER/BI,L�E SPRUCE® 6-7' HT.42 / 28 PIN-us STOBUS/Y�ZIITE PIivE r J 9 / 10 PYRUS C. TRINITY/TRINITY PEAR 5-6 �[IT. A EA �, �� K 2 / 2 OL'ERCUS RUBRA/RED OP.K 8-101 CAL,. T T - 61 BEP.BERIS CRTIvISON PYCZ TY/9%7 RED BAP.BEPRY IS- IIi" S 2 ' Z 16 I Lo i j p IUS E. CQ,,TPACTCis/[iT\1= R IRN BUSH „ ING 24-3b D ,11 '' 8 9 EL[ON�'MUS F. kTGETUS/BIGL.FAf- T\��ITEI?t-P=. EI' 15-18" ARE , I, t',. sc . r R 6 24 TL IIPERUS C. PFIT7F_RT� E1 T t� n 3 t. ti � • / � �w._.:» - (s S / /PFIT7.EP ,71INIPE:R 2 6 -, 14 JL`NIPERUS C. TORLZOS ;/FIOLI,�1^00D JC:,iIPER 3 \ D S":` ` - 'r - i 126 t"1YRICA Pa7NSYLVANIC-'VBAY-BEPRY 18-24" Q T' 2 5s3 PIIODO_ D +L . MfT?T-/1Q-iTTI7 A" Lc�`'. 2 I ?_' -9 7 DODE:N 1.8-�1 / j �fitvt N .� 39 tlf0 P.ON P.,7.;<T./P.:F.fT. RHODY In-2; r L 36 �- [1S C. DI ;STI?ORMTS/DENS'E SPI?F_:DT'':C, '1'13' I.8-24" 9 D - - ''• 5 / 14 'I1IUU/? O. PYPAM1TDiV IS/['YRTti4aID71L F1RPOR`%TT/lL: 3-4' i>I. 3 �n 1 f / - - . J D �h� VsKHE AD Y r �� 4 H Z�• w,R89 S E 'r / • r 9 O PE RE ii`71AI, \ , BEDS: CROCLSt , t E.��ECISSUS, COPEPST z, I1E•'4­_CcAI,I,IS, ACHILI.E--A jlt - - - - r .- 6 ►eo. `;..4-r •M iy,. lop; t z 3 t W .S 15 1 0- 3?' vV r 838 99 V , I1L DWI r) r P 1 ; •i; T D ` y s r • J R w w w w R w w _ - — --' MATCH LINE 1 , T } i . r SF-1= SI7 NinEILL / I M A N C H E S T E R CONNECTICUT r4�ti LANDSCAPE PLAN TOWN SHOPPING G CENTER 9 " 87 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8140 ELLINGTON ROAD SOUTH WINDSOR CT m PROD NO DATE SCALE FIELD B dEat6N 7tCHECKER SHEET NO 0 85-489 12 -15 -86 1 40' 428 13 A K SD 7 S AN,?" k - '- 'v Ii w.. �sEPfl IRENE sI E sr7 y - - MATCH LINE . 1 V n r - - 14 D .,:,..• ; - D D i Sri. � � U 1 X 5 SKE� ROBERT A.8 PHYLLIS _. �. __ _ - U ON — - D - V. , �S J 1 w +--- N - r AA _ -77 w •1' 1 A .. t • _ , , - \...:, ••_._tea_. - i N ' fs'� • \ i ;' 1 7 T, W `rLANV$ . I \ .• ,;,, -" - ;ems '. r _ .�. _• - _ ' ' SAN j 1 X. UCA f _ M \ ' U L' SEATVt� T a SHAL-L- -- X 4 _ .- Wald- LI'r CJ WAL-K_ L_fC-fiT: 15o w Hlet-I f _55U� So�IUM 0 N 12" PosT . _ ` •� ,ti'1 I � P i HT: -rwtN 2Sa W HI&N P1�ESsUF-� } i �• pAK#c'ilaCo LIraHT.• Srt-IG!_F_ 2r3;o W +1►&H P1z�55c1Ka< , ! �', ` •,• • ' .?' •M .� �- : ~-Y,'' •` ` _—-,.- Seal UM or-I Z�` f�j 7 I �.. U U ' X j r G , - � FOR SAVINGS R x N / SQCIETY r .. : s afz IT 00 . ' a tit SF, �~N""". t`r3 I i Q E `iK�y I� • Imo.• . . ' ' `•:..• •' / � S _ Ji.�• ,r "KKK/// r ' - ,••' •• ' �. . !/ (V � / �. 5 QwEp �N Q 'oft&0ffNE1L r' SHE' oA _i •_ LI3 - � �Ia;, Iliuulr-,rxti� ,, ,, , ..; MANCHESTER CONNECTICU f LANDSCAPE PLAN e .: TOWN SHOPPING CENTER REVISIONS 9 - S7 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-B 140 5 5TG IO-3� - 87 4 — Zz -00 ELLINGTON ROAD SOUTH WINDSOR,CT PROJ NO PATE SCALE CIE..r 2ES:GNER CHECKED i-, F = „0 1 N 85-489A IZ -I5-66 I 40' 3 SD 8 ' _ . , A . Areas to be left bare before finished grading and seeding is achieved • • • :-%Ll c ,ntroI measIIIr "i ? !. ma In ne?c? clr r. •_•,�l,ece d clrrrin�; they AIN 11-1i�,AUAIAU AVAU.N shall receive a temporary seeding of Perennial Ryegrass applied at a +:r?nstructic�n p;�rio:l , r;+.rt :: ;:,,;:r�; :,r r.•::clui. , r_:il , "� _ EROSION SEDT F. • 0 5 M NT CONTROL NOTES rate ./ q . ft . at a depth of 1/2 iLimestone of 2 lbs 1000 s p nth (equivalent to 50 percent Calcium plus magnesium oxide) shall be AddIi ionaI _r,ntr L rn ^.. .:: .:, •w 1 i,,.. in`;t.:111 1 . All erosion and sediment control measures will be constructed in applied as seedbed preparation a a rate of 90 lbs ./1000 sc ft . pe[: ic.)d if I +:;r:l.rir., ,: , fir 3 accordance with the standards and specifications of the "Guidelines planting seasons sh l • ,�.l. li he March 1 to June 15 and August 1 to October 4" �'.� �f v. f:. for Soil Erosion and Sediment Control" by the Connecticut Council on , r:•,:rr >r,r.:� rc [ clr • :: .i .:,;: :•:• is? '. --- � .5 . tif:f.i irr.•sn'. r, :[:t'v..•; : ••, l ! : : r r Soil and Water Conservation . ! rr,.1nni:r '«flic:'tl is c '+:�:; i:,r.•. :zr.. ,; i r.:: rtt•� r Areas to be left bare before le r• � _ r '� finished grading and seeding our_.. ic,4 c�L 2 . Erosion and sediment control measures will be installed prior to C [ ,,:;:. i :;r r+ .;;>:,c):; 1ir.v c,r in, ,i•:rrr. r / planting seasons shall receive -an air-dried wood chip mulch fr.ee...af - . ',r,rr if ;.f,r wl ;,.� ;:•,; l: ihi �, �'rG, - r��� r ; i T construction , See construction schedule . coarse matter, treated with 12 lbs . nitrogen per ton , applied at a f: I+:i:ryi•srz :::ifl ? i[r;.:rrt c:. ,r[t : '71 L..er: . i'ii ' ;;�s,:: : i '=i ; in .: lr'ec? i., " I -27 I~ ' rate of I85--275 lbs /1C0[-1 sq ft . 3 . Land di i :[:;, � ; '. : . i ... ::;f? _•,: . - :,. .. .. .. . . .• ... . . .. i • � : r�,; .': . '. � ' sturbance will be kept to a ;ninimum - restabilization will be scheduled as soon as practical . a ti . : .. :r•. . ;, ,: >. :-.. . fi . r: . . .... ... :.. . 4 , - p I•la gale and/or f. r. ,JC t'«'� _ :, t +� c � i L te_ s will be instal � � Culvert 7 �'f- r 1 :r :; [,� . i _r:: �: r . : _ .r: r �r-f:.•�•r fabric r l � 1 .� O•' C: .�i :•>• :1 '.7 7• ,'w {•+ ' �' n .G c•;• CS ;•. j Y / t� ll�.d at all cul �.rt outl is 7 - .; •' I • , f _ . •, ., /! • e7 I I Cut G e and alone the toe of and fill slopes greater than 4 to I . ~r,�r::�r_c:r- f7,� -ni5 . ...;�;:;n:_ i'c� i , i =�• tn•r i.?wn+�r 3h�r11 ,.+•_; ,- _. :,, -.•: i •:: •g �• �- � r 4 . Seeding mixture for finished grassed areas will be as follows : c;r1Ve;' in•r �:c,n�' of r:1-r7:; ir,rr iertc .K�+lii� •nt 'c':+r:t-;,; ... " + 9 Kentucky Bluegrass 45% , Creeping Red Fescue 45% , Perennial Ryegrass :) , Culvel-t dischar_ e ar-•,-, w ' r , to the land is -a (erred . ~�� MA+•,TA1N '�I'+~r - SAGr<rMG AF'r cr-r It-[ �'Lp LVNpITI fir 1i=r4T;rr� �As3r`:t� 10% . Seed to be applied at a rate of 4 lbs ./1000 sq. ft . Plantinc; F1 s ill bf. protec _ _d with riprap channels ti ns_ 1 seasons shall he April 1 to June 1 and .August 15 to September 15 . THr�vu�r.:r.+T GvrrSirauGi�cN . �vnoL�'�7 Sr�.U� �� s�,�S;�-r 1 L7^)-.Y Ta rze-ttioVj-� AHy THAT AAY PSG -rKAC-1c r--D i Ltl . Catch basins will be nrotr;cted with haybale filters throughout the prlTr� PAy'Gn�rr>~IT.S . Seeding mixture for detention areas will be as follows : Creeping Red construction period an(-; � : : i• 1. all disturbed areas are thorounhly .,� ' N Fescue 45% Redtop 10% , Tall Rescue 45% . Seed to be applied at a stabi11zed . �- rate of 2 lbs ./1000 sq . ft . Planting seasons shall be April 1 to June ggt 1 and August 15 to September 15 . ` -34at 'r � r ti I 46' 48 HAYF3ALa5 OK 51L-T ' jz-aNGp- MIT N �.._ an Mannino annow�r - —' � 3' 1 SLOPES -..._.__. . - - pove $5 _ ,Q� �--__ _ � ! , `,• �•�. f•}'pYBAL�`� �/ Icn 170USL� Kw✓ HAYSAL E 5 PASIN; � . ® NA yP✓DETENTIONENERGY DISSIPATOR rn r_--------_ ....•.•� � l \ 5 H ALl. F31✓ vSEik5 :., -- �_-.v ::--Y �� _ / ` �'r� �- • r p ® ' � �• _ � _._._.. -' �� '1 -r�N+porzpa�Y s�vrM�NrA-T',or,{ ,� �_—� —�--=-_-_.---�._--- _ _ r CIOU3 - [ 67A�3N: SIs1: NOTE 3 HEIrOW. i:'r /�.. ` Z �' y. - �• ,/ /� 1 �. Oar Z a It 17 f f� 92.0 R A 3�; - .,C R E S ;.' :..;.. r f ' OR R x a { 'f.' .. +I -// , ♦` d ¢ - c 9 f�. / t\a a` `5UI`K0UNI-' AIrL _ ^).:•'..,,''•F ..~ • ':r u.v• ... GATGH WITH ., air .. \ :� �- ♦o i t'„ WIrH F1l.TI�I� I✓A13FzI G \ ♦ ♦ / .`�- It's AS l7ETAILC--i7 r. aS .i ' ✓ Nle7f as . .. 4 , j zr ( 51 I%' g ,�•` ! pro%off LE PAYOA -- - r�5 �. �, r -ems t� :,:.92 Z. I- Ar G TE 5l✓M r7 ETA 1 5 e-r--T �.:- � �- ----- ... . ____ _- --•---- ___._--_.'� - - _ .. .... rr,,a�, _- '' ,.� -, i � A�/5N•IZ RN\ DF�-/'` NA�� P1P� CD V NV�£�OILArr-! - _ 1 !i^ s 1D V.Q. -} r -�,ri ,. r ,•-,,•,, ;•k • r' ++ , ,� SF#A �� 5 T D • G PAL- -..._... _._..._ .._. -.__ ...__ _ UNI7r--12-D;-A)NA4'-4!✓ A\A r'� UtF- r�> /_., 1 • / mot-��-rrzL)��lor-1 ACT AS TF—NAF. 96 . 2 5 ;F-P1Mf-r1NTA-r ION 13AS1N5 ` •a,a N �UFZ ING GON STf2 UC TIoN OH11T ON!< !31`�[Gtc W Hl~I`i ��TT1N� r �: ```,a ,a o !/� - ! GATGH 1�jA�IM FKAN11rS Ta FIE �M1T �TD[cN� ��INrd•C�� >Y r A-.et h 4.:: e. ' _____MATCH LINE — _ , ,,, �f� -. - - - ---- oN G Dl�i T K O OF�G�F�A[71t�9C7�fGO�/�f� r0'A'SINS IN 5A,05 • j �" st)r t), Cciu;, F.! 4 f c WITH >✓1!-T1F- FAP>K l G AS 1 1 . G •• /Al`iTI ' APfzoM AT j• • ,� /� __.�.�, �.... -� - _ .. . • ..• T�MPo[c.P.[z.Y �1�T1zY �FZ.I Vim: -- . -...✓ � INSTAL" WITH `fr--MPOTtA.1ZY __. 60--V1EEKT TO OUT!_ET INTO �X1 ST)NC D1T61-i r/NTIL IIt-�:ADwALL % r 15 R�.N1ovr✓r7 sE� /VOTE• : sy��r sp-/r� ' CONSTRUCTION SCHFpULF. - • :�,a.l 7f~ c d n•.'. inst.,il latinn n crt i 1 it i� s . Tnstal l 1 i n r c u,. r :r.a f i n. rt 0.= ., 'r?S ion n !? .v r, u i ue Vet rn ant' �i•; rF. ..re 4 kti>• &, contr 1 •- i f:s ar- o tfal of c;rain. s e ,lace haybales around basins a5 rhE'r aria ConStrUCr,t?rl 'T.',! Construction will commence on or about Spring 1988 and he [ � � I ,•J completed on or about Fall 1989 . Temporary seed and mulch all slopes exceedina 4 : 1 if permanent. t.-ahiI izar_ ion is not completed at h_hi.s ti ;., rn . .11 :7ther aromas y. .r `�; � •, ;, s 4 . Place ha bales and or silt fencin as shown can nr,t temporarily stabl i zec[ shall '7:.; ;,rr..te?r tee ? with }�avh,al + _ r Y / q plan or where tar 11 --'— . directed by Fnginne?r . ( Maintain or replace as needed .,r..1/or silt_ fence . CONSERVATION throughout construction period . ) Prepare stock pile area and °f•.s•.y ••' �° y Surround with haybales and/or silt Fence . " . ''[' '[,are% suhgra de for- [,l': inn and cpr:tram-. ;11a>c+'Y f7I -)I :,c i np tf)[lS0 1 l 8 i1C? ] a nd SC?p i nr, ! •,,,s,.,••'`� T ,-• �q 9 ti ° 3 . Install sedimentation basin complete -is shown on pl ans ._� including outlet structure. Seed all disturhi;ri arr�aG and r'lice l,t'vc;mcnt , tOnsoil , s •r.,:; sir,•{ .�ulr-?, , _nrtf? ltarv!.F:<-;:::, in ':.. - f - 0 - 5 bEVE[_OF'1<C) U`; F�It::-1.�i�[:7 ,... c . . J44- stabilize slopes . ( Remove sediment frc7rn t7��sin as of[ rn a:, , \� E ( re'quired thro Lin hout construction £? . Rt-nnove all tem orarL erc sign e_ontrC)1 de•vici:!s onl V ! r , periorl . l p 3- - 87 1 ELLINGTON j�(:�1� "� l :Areas have been paves' nr seeded and crass has, 1-ieen wC.:1-1" � . Ruildinq construction m hen ; ,� r_ r � r r�r ?-1.1fl, -9 list,=:;? . ., a y n n this i to . IL n . r-r• - _ c'rOS ion control dev LCf?S llaVE? !if?t?n lntitc3l led 4." i 1AJST_Al_L_ 0�)�2,e-7X17X-AW //J -!P fit XEMOVA-5 HOAPWAI.-l— 'T rlrlIU6:7 A5 i 05 E PH W,rbye - .. . -1 1; 1 !RE N E --T A )0,F-�AX-­ COAel-aT-119tJ OX WHr--)L) KOAC?WA)' 15 Wlt7ElJXr,;>,vg BERTRAND MATCH LINE '00� z;_ ANTI -TRACKING APRON AT 93 Y DRIV TEMPORARY ENTPE SEE DETAIL — SHE 5D 9 00 11 111111111111111111 a I I I I I I I I I s I a I I I I I I I I I 94.6 too Raftb coo A/ a E= a a= 91 Km mm M= mmmaLma a am a cm a HAY LE-5 Au +96.3 SOO 01. 100 j 5URROUND ALL 0 6v Ca. WiTH HAYSALE5 1 Sir 6o %os f A5 DETAILED Iva 7 F. X 97 . 0 ol a`� ev a; °``7 `4 J j ` Ci ; I ` i�y 1 `1 Je • 96.4 +96.3 f 96 97 x 97.5 9jq k C�l swoop cl) Ar f'KO 41, "A r Z IL f J, i o n- Nn F.I INV. �XM Will ARM= •' ' ! ,l � ® ' Iz r •� 1 � ;' -_ _ � is �_ _ --- ......_. +` i E It r`f 1 a i i / Q�� +: I(� / [ r I i .j �i �i. I CV PAYBALE5 lu Cl V l I I 4 5 Z t i� -• i pl'• % / i3 i+i.;y+U�' t.l Y :y 10 1 '16,J IF 10 _ �' ;. �'-,r_`�—'' f `9 , �, - "\ � 1 �i i§ � � i � `' r• 1. _ -s t'. .� 4 ~ )V. 0 L 1_u .......... L3 0 Co :h 6 cb r7, Z_ 5­ am,Avg=mon A , , , O � F 53 041 7 _ , - 'AY 5mN_/am 0 = j zwxs 'j = vq= 0NbR57N1N ,..+ W 9 cl 1 __p_l Z_ 0 AP5MESTORM DRAINAGE PIPE 7 SHALL BE SLOTTED; ADDITIONAL UNDERDRAINAGE MAYBE REQUIRED 7- BASED ON CONDITIONS DURING CONSTRUCTION. IN, BASINS IN SAGS TO ACT AS TEMP SEDIMENTATION BASINS- SEE NOTE ON SHEET SD- 9, AND DETAILS SD- 11. o la 0 'vx 101 IF Mu $ 24 Z";10 0 UZ 0 dfif KA A tN C H S T C- F C o jt� E c:. i r 0 Sri 0 No. 6299 ID CONSERVATION PLAN ---------- P Ev!S 0?4 67 15 15p DEVELOPED BY RICHARD S. KELLEY f IE -i _at: 0 7 -✓' 17- -3-7 LLUNGTON ROAD U H 5T,- o pRo; t F Z'I z ZL SDI .................. BALED HAY OR STRAW SWALE BALED HAY OR STRAW ' 3 o t c� !I{,• Ilya;' ,I� J Ll BALED HAY OR STRAW DIM ENSIGNS — ,I � fl I��(�I°tt V I DIA . A B C D E F R - I R -2 BALES TO BUTT Nil if TOGETHER 12" 4„ 2'-O,r 4'-03/8r 6' -03/g' 2'-O" I' -715/16. 101/4 9r, + ,n - l 173 -_ 6' o I`l •�, l � ° ��I! °i,� al I,I� ttl i I5" 643 2'_ 3rr 3`- 10" 6 '- I " 2'-6" 21-05/Igr I'-01/�' II G U > W W FLOW ~ _ — -- 18 9 2 -3 3 `10 6 - I 3 -O 2 -5 If-3 /2 I � FLOW - 0 w o a-I 3 > Q a" 0 0 ¢ It itr of ' „ , r, r „ ' " ' J =` 24 9 /2 3 -7 /2 2 -6 6 - I I/2 4- 0 2 - 9 3j16 I -413�6 1 2 =_ rn I it If 11 11 _ "s� I L` I i .; �'I II i„ ` • fl! .I`I ► II 30 1 -0 4 -6 1 - 73/4 6 - 13/4 5 -0 3 - 1 I -6V2 I '- 3" _=' FLOW o j 'c �1 tri � Io ot} II o �c of r " ' ._ 13 " , " ' " - IItlrl}I 1, r 3 _ 1' '_ Ir , 5 _ A. ` I t - fIIJ' \ t l! S �lll ftll)1 36 1 - 3 5 ` 3 2 - 10 /4 8 I3/4 6 0 3 11 /!6 2 `0 /16 I t frr }} { 1 l I ! ` ki I.. I I to „ ' „ ' - „ EACH LONG STAKES OR REBARS _ I I ttil 111 Ui ' f` I j t J ' J S 3 42 f --9 5 - 3 2 - f I 8 -2 6 -6 4 5 7/g 2'-31/2 I ' - 10" EACH BALE l�° , t t } �,'f t �! '�, i•� BALES TO BUTT 48rr 2,-0„ 6,_0" 2'_2" 8'_2„ 7'_0" 4r_81/ 2'- 41/ r' 1 '- 10" _ u 2 2 � kl,�rt'� �► `+�1�„ ,•(tl r�,•r1,lt,tr� BALES TO BUTT TOGETHER fi TOGETHER NOTES : PLAN PLAN P L A N ,1 :INTS SHALL 8E TONGUE AND GROOVE OR BELL AND SPIGOT NOTE ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED AS REQUIRED TO CONFORM TO PIPE. BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE UNTIL PAVEMENT OR GRASS IS ESTABLISHED. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS, EXIST. GROUND 6't STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED 2-3 LONG STAKES OR REBARS EACH BALE FILTER FABRIC 2-3'LONG STAKES OR REBARS MATERIAL OR 12' GRAVEL BASE TO 6" MIN. OUTSIDE BASE, SVOpE• d/� , OVER GRATE EACH BALE COM BACKFCLL TE D �MEN� i =/i� EXIST. GROUND OR N r% i/z , I r f r ►� \\ ` ill PAV E M ENT(DO NOT STANCE IN PAVEMENT) EXIST. GROUND fJ� f CATCH BASIN A SECTION SECTION SECTION I T TOE OF SLOPE AT SWALE AT LOW AREA R-f I/ " NOTE HAYBAL HALL BE MAINTAINED AND/OR LIMIT OF RIPRAP REPLACED AS REQ IREDOR AS DIRECTED BY e THE ENGINEER SIDE; HAYBALES TO BE PLACED SO THAT STRING DOES F I NOT COME IN CONTACT WITH GROUND Y �' HAYBALE EROSION CHECK PLAN SECTION Y -Y --- B' MAX. B' MAX. D _I _ I SELF-SUPPORTING SILT FENCE T ATTACH FILTER OR " " IS" ' '• -. . . !i I .:-.-..: .�'e '-.• � TO WIRE FENCE W/ 4 x4 WIRE FENCE C B E ` _ ► . STAPLES OR HOG \� 12 �` r I RINGS WOOD OR METAL POST A.. 15" DIA. , FLOW / �-- -I- I I I I SELF-SUPPORTING SILT !1 1� PLAN �� I + T FENCE FABRIC a I I Li_U _1 t -- FABRIC FILTER " I---•-r � I FABRIC ATTACHED N f2j �1 `�� I - —�4 I I TO 4"x4" WIRE-FENCE \\ �j I 0 0° nr7rr ,r�iir_—err CONC. CUT-OFF WALL — 2 ;�•;• 0 2' 7/2" 1'-67/B" I'-JEl" 7/2' „ 2 I i 1016 f 03/I6" SECTION X-X "' BURY FABRIC 6" N E N D VI E W ( Li U U BELOW GROUND — I TOP OF FRAME APPLIES I i EL. 87. 0 I i 2-*4x4-0" LONG(TYP) 21%Ie" 213/16" E L E V A T 10 N CONCRETE CULVERT END 3 !' 35/8 I SECTION �1 I EL. 88.5 —_..—PRECAST STANDARD !T"C-G'. �'�... SILT FENCE --- J'8rr FAN 2' 63/8" gr, A N i \ — ---� v #4 x24'� L BAR SPACE � 12" j I ''_'- '' •- '' TYPICAL ALL AROUND G� J -- 213/16 21716 INV. 82.6 INV. 82.4 F\� Q W > o CV �7 POUR CONCRETE 15" R. S = 0. 66 /o CULV. END — � I OR PRECAST CONC. In � � INV. 82.7 UNITS — cn PLANF. aD L79e of of it _ 3' fi 8 ✓ U OUTFA�P,PE RIPRAP b+TCFI TO BROOK I 24 ' z ' FUSS&O NE1LL- ~ I + 8" 4'-O , - +t ``���P: G�a 4 4 y ,.�¢ ti� , , a consulting englneerS r; MANCHESTER , CONNECTICUT ' 'r : r;* ; ENDWALL a -4 :�'. No.s299 � DETAIL S 18'INTCTIOATE P.IPRAP FRONT ELEVATION SIDE ELEVATIONAL SECTION v REVISIONS TOWN SHOPPING CENTER OUTLET CONTROL STRUCTURE 7 � � y 87 ELLINGTON ROAD, SOUTH WIN DSO 3 � - 87 R , CONNECTICUT ENERGY D I S S I PATO R DEVELOPED BY RICHARD S. KELL EY -- TEL. 644 - 8 140 PROD. N0. DATE SCALE FIELD BK DESIGNER CHECKER SHEET N0. - 85-489 A lZ-15-S[o NO SCALE G B M S D I I J I _ END CURB SLOPE SIDEWALK FLUSH CONC.CURB m U m 0O 3' R 3' 9' 3' IO' IOt '-41 WHITE STRIP (TYPICAL) STANDARD 15' HANDICAP SIDEWALK AT HANDICAP PARKING 8 11 A EXPANSION JOINT (TYR) /F 4 II SIDEWALK 1 1/2" BIT. CONCRETE SURFACE, CLASS 2 RAMP I1/211 BIT. CONCRETE BASE, CLASS I A CURBING PLAN I" PER FT. 36" MIN. I" PER FT. 10. MAX. CURB MAX. RAMP CUT 111 PER FT. —BACK OF WALK MAX. B" PROCESSED GRAVEL ON APPROVED SUBBASE 81T. CONCRETE CURB, GUTTER LINE SUBBASE CURBING GLASS 3 ^� -�- • _FACE OF CURB SUBBASE Z " ------ SUBBASE ELEVATION S E C T I O N A EXCAVATION a GRAVEL FILL x EXCAVATION BI GRAVEL FILL i us BITUMINOUS CONCRETE CURB AND PAVING =•D. +2'-0 FOR PIPE UPTO24 Ina =.D.r2�_p' FOR PIPEUPTO24 I.D. t3'-O`FOR PIPE OVER 24- a a Z,D,t3'-O-FOR PIPE OVER 24" o "2'-0 MAX. = Z m SIDEWALK RAMP TYPE 4 ;,, � W = Q GRAVEL FILL . n a L3 3"MtL m La - 'STONE COLLAR /8'STONE �' a 4 OR FILTF-P, FAbFZIG COLLAR o om 6-PERF PIPE "b PERFORATIONS k__ � PLACED UP 711 EXPANSION JOINT - PERF PIPE PERFORATIONS PLACED UP 611 1 3/8"STONE COLLAR II' R /211 R CONCRETE WALK PIPE BEDDING, 6�MIN.,I2�MAX-----J OR FIRTEii f=^5MIC_ PIPE BEDDING, 6"MIN.,12"MAX 11 . d SLOTTED A.D.S. N-12 OR � 6 GRAVEL BASE R.C.P. WITH PERF PIPE II PAVEMENT E-STING GROUND PRfOR _ 6 PERF PIPE. co , TO$TARS Of CONS tAuCTION .._- �. .P QED , J 0, ; Or `• • Ft.571NG �, - I �• ' INSTALLATION IN TRENCH • .. - e, r'. � i "- ar :DNS•F J.' �N 7. co _ . PAY LIMIT FOR ' TRENCH EXCAVATION BOTTOM OF TOPSOIL OR TO OF ` v AND FILL MATERIAL MINIMUM COVER �/ SUBGRADE TO FINISHED CONC. CURB TO BE PLACED OJ 'f�% DEPTH $s+rowN I D } 2-0 APPROVED BACK FILL It 611 ON PLANS {3•0" MINIMUM) GRADE d•6.. (CLEAN PROCESSED `WHERE PAVEMENT ABUTS WALK 6 BACKFILL WITH f WATER MAIN) (CLEAN ROC REouIREO V APPROVED MATERIAC* BY TOWN ENGINEER) i I.D•2' -y_•-- FILTER FABRI^, +�pfl!llsy+,I ♦s�� q D 0 H hr .r. IL' •:N �, (IF DIRECTED Br ♦��� 'a�f G O)h,Cl,��� SAND a3EDDIN4 `1 - - ENGINEER] /2" CORK ASPHALT EXPANSION JOINT EVERY 481 _ '8= , •� SAND NW MIN A -YO RGRAVEL FILL TO BE RACED ONLY SANITARY SEWER "+ t MIN -1 ; ; Y�`♦ FULL CUT CONTRACTION JOINT EVERY 16' IF ORDERED BY ENGINEER f ♦ ALL TRENCHES TO BE SLOPE: o, ••,'` A I FILTER FABRIC MIRAn CLDIP CL 54— \ ~ FVL c4A"avlt•y9 •� � NOTES t ♦ + • BACK OR SHEETED IN ALCOROa VCE J� ♦ � 140,DUAL fYPAR NO.6299 I11 DEEP TOOLED JOINT EVERY 8' `L`= - �' , - 1 WITH STATE Lew S/e" To /a" B"Mu j OR EQUAL CLASS�+ CRUSHED STONE ' A 1 ' D E T,41 L S IIG It CONC. ✓/ Z FILTER FABRIC TO BE ♦ P_Rf EO FI Sv ♦� OVERLAPPED 12" •/�i ��+5 iiP�j/Vji.�,, TOWN SHOPPING CENTER CONCRETE CURB WALK I WATER MAIN IN TRENCH SANITARY SEWER TRENCH -` _ - 3 - ) - ¢jP> 7-- 21- ViE5 ELLINGTON ROAD, SOUTH WINDSOR , CONNECTICUT DEVELOPED S`f RICHARD S. KIrLLEY - TEL. 644 -8140 85-489A 10-30-07 NO SCALE GB M SD 12 J