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87-94 Flax Hill Elderly Housing
mm � I t W � ZONING INFORMATION ZONING INFORMATION PER TOWN OF SOUTH WINDSOR CONNECTICUT ZONING REGULATIONS CURR814T COPY J �T ItJG alp-�aQ eca--r USE DISTRICT : RR RURAL RESIDENTIAL PROPOSED a�'• -r am E OF UNI TS: ELDERLY HOUSING PROPOSED NO. p� ' REQUIRED N/F FOSTER S>;,t IRON PI raS ,ar At.l- F?xarT1VF_ MCH I r+ \ ,_ rr-0 -t CoFWE�g ACTUAL ALLOWABLE M 4. k,A 75 / rpc A \ ,. _, - --_ - �' 2 ACRES \P9 T N _- - _ •� � - - LOT AREA 4�.65 ACRES / SP 124(r?.1(' FRONT YARD 50 FT 2E0� FT MIN/UNIT f SIDE YARD 25 FT 25 FT MIN _ D 5 REAR YARD 25 FT 25 FT MIN �1 - - 50' ROW TOWN\OF SOUTH WINDSOR V � _..__._ I + -_-. + ;a `� FRONTAGE 270 FT 100 FT MIN ON PUBLIC ST W ... � 1 � +II;II ca (0O C cx-' o BUILDING STORIES 1 2 MAX fir' ' .\ �5' 2tPICh �, (• BUILDING HEIGHT 12 CT 30 FT MAX u _ _ .• 1 \` ti f a .� SCv5' S5` 33" E - -` ?�' r - -- 585•oc�' -- _ - � P PARKING '� ! 46 (42 + 4 H .0 } 10 - *1/4 PER DWELLING UNIT C1� LLJ \ o *PLANNING & ZONING MAY INCREASE UP T0 . 1 PER DWELLING UNIT. Z Z o r OF ..� �ilvu SITE F�I<EA - ?7 / Z GUt2r� oR CONS-Cr�GT►CJ�3 '' / \ �- N SI C j \:\�1 Y/o�tL �I �t�tJ-�Iv• 10 �- �� N �4c O Fly.•"'i.S� b rO� / /fit ` 4 7 \ /i�� ! O 4J J�1 �r1v r;�J f 1. QUIZ f JLT ', v�1\ �i' / _ t\ \ r� J�Y \\ i `� \ \ �'CY 7AASH 'ENCLOSURE DTH FULL_ O T 3 >, U tom. N \ � � +� �- ' � � � STAN LEY -4 x 5hk v t r¢W t7y4 W C5 - 1JC(o BOARD Wl $� M R I E TYPEu - o , . fGATE- Z GATE Z- 0i=PT L G1 iT �1 ¢ C� ,O \ y �� AIR' t, i \ '` • ` -�-- {TYR) W4DE T OW b C] 'rowE� '1 `f / -; \. \ - MUI�ITY BLDG. , Wo.c�.I��HOWI.J 64T1'f: o rt:uG>^ t�geP ,.. f, - - ,,•` Q� 1 r - Ph.SH ED�L __ _ - - - - - - - 50�E Pam]ti3T�D- e�i o O�G �- `.� .�. �: ,�e / \ �v�` P� 'BLDG.I 71 \ t� 3` I - } C� PF_R GATE) ao -•. 0` S /. '-•`/. -ih, O,/•/ .r 2� c \Cl/ Z f I Vi`�.�AtW- - /� , W a® Lu s° 11 //./ ram ` �` `\ \\ �p I Id It9` w�l�- f ll^rTiH ` f c - 0 C 5l1I1 .-..�_._...• \0 .� a {�G1P-wvj 1�1 / c' \ �,; �} - s ,} l fik:( NSF 10 2 1 2 .¢ 2 2 '`� x O 11) (�£w-(v� \t0 r pT :Ly a r 1 ? 2 , — - 1 - - - O Q1 F_ W ® _ ._ - F .�N ate._- _ _ -- _ . _ I.. (ro�ems) -0 w ¢ X H �J f,� � - MH } SS°ij; . ; j�� --_` I S• a _ += 2X4 DIAGONAL A,• ,t� _� v�i ubl cal _ // - r�� . ��t / __ _ BRACE CTYf') I E 'f- Q L2A1�IQ \ (tea --• - --- -_ _ r ` p:;�/ttVE 81522E r �' k . '� K' (�� j �, ` . 2�1L / ST^�k-EY~ GATE W Lei 4 LATCH 12(0 0t ( o cl U, ••i �'t' h 1' Tt 1/Ifl,/'SLfi fat/-t1� 1 i I \ x f �tX F%/� T,P W+NDI^CRAP ��[J "�'!e `\ �� , _ Q� 'L ��` r��� - Copt (7YR) G�,Tc} cry to cn �' �} J - ® I O` / ^ .1 t� t t 1 -„ + ` ` r�P w el �� .� R a o BLDG. �V PLAID 5�C i lo!�; �:G 1 cu 6.id f i � � 1 \csr 4' �• ratFtM4E r- _ Lr1J V) � �+ r x.,cwc :� -� " . � '�' ' t s, - �T�ft` _ NCRE_ I.ENCTi-(s= Q 5"�Gt, / vf7 m Flo ` ( �\' �c 1 !a - - - W I e l 1,4 ,� �'t''(FY� Gpj `� �IP l �® i � I�ou'P t�_1'�� OtTf�%{ �- Q T �G • / PT Q I%-4 W D.CAP t? ( I 2 tot �t Z �'K -f R /S. '� Q / co e GATE' ONLY GATE LATCHlb. - u Ir \ �' ;� \ h� `y 'J iK8 WO.CAP LOCATION AS REQ'D. (GANG PAP _I7�• 4 I` �' 15 '}' (/•� Q I ;P`7 t I � ' �,; '� KlP RAPAtN cDT1 S� i , +7 �t ,1 Z r, }� � I '7 .F h� ;a ;Lz. 1 tea - ' "� - A�. I�xATlat t/) /�, R - 2 1 i II�, I �� 1 ;fir -- L 4 TO t gOT.FURRING t) -e- ; '�'Q �?."C'. I�ONLC� w O O to Q/ LL C!? %t a i \`/ I4 7 iw u' ; (1q W D_ PUS gTREATED e Ix O N 2(�t�AW. '� �.iA i Ff� I C? �. �� T� `Lj ,t t "b.C.MAX. p ��� t I ll.r7) ` �. 'B" e I I I I I I �+=l.o.v) tx6 vD. 5LAT5 Fad �u e7 • ..k; 7` �► 114E I + Il t� e 8t-T•UM{N to us Q!I �c > if `/ IP. (To I'm�) • Oil) ro I T ti `N v, �T-fe.�NC.t?�rF .. I I col tic• ��. ( t' k�11 ; sXI`1H i� I, Five AT MA, �AUC �� 40 19 . �;..moo T� T� .� ;cH_ ; cotr r N !F WALL r. , , �`' :,fit` ! ,� T DW�S 9 0 ! z 1 : _ I ?° ,�1 INGLla17E I" GdQL_V• W —.�� /L\• i a `' i3 l C/O��t olJpL.tIT �wf_=r_ r , f": T fu/7.OP Sou!/1`l!)ulJ.tur S f 1� Pj ARC uu•/J a/'�J�rJ!/I rll�i/iJ/.Int � _ / do Q I ` D /jr Q�TYPE HT - _ r P ro•o tu...r•r eery,.tuvo,Ewa>9.,c,wn.near. .��' u.o Luau•.»•rt..vc.iwm w.ro -ta toot rO jJ fill .•[•Lett ouf' lfn't ot0,• ,1 t - 1 F COMPACTED / L _ O I ) moo ? ' %4°= I - 1� �� _� POR us FILL � Ic �, / i `, � I : u' Yy J Nr. Nabart Neaar.ty / , �-`f'ftRb3 1 .LJ E I - . ��• 1G�r Schoanh.[dt kcAlt.ct■, tnr. - / O V I a. n • D•p•Yet Il, 1407 GI y .�y����/�r,� D� ` Q r� Ono.Nae NCa PI&C. / I(�tr{•�--3" {1`d''r.f`Ltrr^a'+lt i�r+� _ O `� • - 6!+■bury, I;7 0407E Pea Ap4llutlon Na. 1711, Flat, 1u 11111 Clderly Ilawlnq Ilsealni Avtherlt Ter[of S utA of adior COtirl[0 N47L �•�`� iJ ' f 30 th St rret f 9 L _ f ` _ (t \ �p7 $.rlh Ylna.9., ci 06071 �r ! / O. 7 • Dst lu. Nou rekyl - AI7tl rt..t lle.ra • ~ �• p pr \ P1o1• bo W t..4 that the Plannfnq and ioalnq Coaai.elon voted � - r i 1.1. f� -1 J { J 2`1�l 6�Y• vt F�C� 'j" f I ''��P"acticc �k A, tobruary lt. Itlt, to approve the•taro-Ceforenced applie.tion [� fN tLt'rlu NIU [Ida rt7 Nowla ENCLOSURE P.•.•• jr'� tar & Sp.o1.1 Cco.Ptton to'kclelf 4.1.11, IlouatnaQ for '.ha V [ , SECTION -TRAS,•H E N CLO 5 U R••-• I I �� p�•f (�•♦j) L--— , 16t1 -�,;,/,,,,�,1/,,,t CSd.rly, and ■ SIN ►ion at rove loP-.t for Fie. Atli rlderly D•.t Nt. ah•erel Y Nowtnq on roaNr Stteot. Thit •ppr0v■! 1■ baa.d on ppfan■ a- - - y pr.porod by 6chwMardi hit to, Inc.. ftol.cc No. 1707, o , Ac the D•c•a}er lA, 1917••ul•l, the S..th Y1 d.u'Reload Yetlaad• ^�� 1 S�t•� tyt" ee t-0 ( t P neate' La -ti en4 AS ad Ai. dated 11/20117, »vl&ad through �! ' ^•' -D 1/12/11, subject Lo the rot1witq wndlttonn - 0 .n Lt.n[flCeOa•rUtl Co••laeie■.Ppn.0 rits c.ttcle.a Al►l1NLlea f326, - ,, to cesur.Gt • to*:.lt atd•rir hwd. ca•►t.■ l.c.t.1 ea%be usi ot(• t,, elreatrr &treat, porch alit ei ieuc• 30, a chow oa la•o Pr[Ps.1 11 t1�y /"'L Q 1 Q Q I. Prier m aomeneatwnt 0C�eyt&iLa work, a&opting punt 0e V SGAo.aMr6[ A[GAt t•ctl d•[•d 1IJ70/17, ce..l.LN1 el Pe1.s. IA. y1vn DATE 2 l.f!U 8 Add viCA 7t m St.t[. ` n �- / , 101U.la{ ce.dict•...w& }• •dhord to ter,th/a Paufc it tr ulidl• 2. Iwo auIW.gr per.Lta will be L.-ad U-Itl the lt-L pl... 1,' Nadfff the P1... to .how• urr•tl•et .r seat• as u.......Il.d �(}' }�/� �,/�f �t�''\J O° 41 _Oy �--Q" DRAWN BY:.m/,5/W 'barn b.0 tiled to the Town Cirk'a 01[lu. L O / T A� IE 'f �! ` - r end th. uneaal .A•d lrq a•1/er wlc Al a/ Per tAo 10.1 d.[lau-. ! �l \�J **,//1.+1��711//�� `---"'"-"---'"-'` '"'--"' "- p�•-� ]. This apP;,",.l la avb7ect to,the cond�tlon•aL appiovel oL 2. t.lec.to the stocky Ll. .nu, "- PROJECT No In1"Yocl&nde A10n y1c:.n.atraU.4 c—lo.lan. - it!['7Y.t'7 -� NUMBER : 5707 1. M u-built plan vllll b. r.gvlred prior to luu■nee of r ]. Drrla{ wn.ttve Lloa. .111atl9A"ola seat to &rotted .oar tic '-�tT Fri ^� IIVVL^••L-t/ Y f r _ C.rctl"'1" aC Occupancy pee S.Lstaa d.l].10 01 the e•°Let o1 •eel•le J. `. =anlnq><regrlaLlaaa•/ N/F TOWN OF SOUTH WINDSOR t. Ya 1g,"I that PI•e.lr{.•d i.et.f coatider r■4.a•LN{ 04 S. r-clhq dt.laa will be r.qulr.d It -thee bulldln0r he.. , .P113c uc t. ►.. o Lro P Plac It•tu la .h•u:cb raise. Ve V (^ y^'4 � L � _ -.• iV Pd.4< 1 0,F4<41 V CAY�N6 f zt, 1 VVVV ��// ` ���iii v rr ��' ` ✓�I// �1 ' Da••..nt.. `- S. IM csr P.af •.•rdd cAo are&[ •hall }e n.Puol}le.[er 6. Dt&W a la tub.ee t Tevo r�.d LA er'& ro-1. / ...Let ..at e[th, •no[9s pd o•dl.o.c crurale for tale ►rs •et. - II �T- { 't PLOT PLAN _ 9 1 �>tLR 9 � •PP / .. �. pAi��ro ul�t=� (3 v,,tl�) `�q.11 � 'a t� �y 6. TAr•& Noavrlac .Plea of the ►►ra•.d oP.1ti.Il•.edlllutlne 2. no a:=&toper ,l L. r..11gn.d�1: Io) Psovld• Lor r� i Ll onPrinq •rL Ling Mel. to Iira than 90 degr■u •uc N ■v}alc tot w the Ivl/cc vlthl►63 47& [ar re•t_rrN, ---- ar �t.•� .�I7 fillt1 YTy:1-t �./,l Q�•y co flow dUactionJ rsW (b) pl■co •unholn .rC ..Loin T, Ihl. t-1L Is ••IU far• - � f j/1 1`t 1 C•M Iota .1 In pared.&zoo&, connect r&c-PLce'V� kuonp Bo ►• ao rear•d hell Piro a Docut.r J, •� �/-t � �tt�t �(A/ led rh•cwec peorlbY•• �. Rf, 14ad, -r I -Wlv.+ �1.7 , lr `•'I�� '�_-"� -1 1.1. S aanliola detail to ■hot out&tde drop A '-vary Trail Lrn, • ( �`,!G - �I t G t-f�L l /� co,vtoc [our end bulId3ngo - . 'Y11Y, JI yTr/C,r nt.t� / _V I 1 y. 9. Cl.er bru.h along to street to iprova eight llna. - . 1• to••tr, eA•cre.e J,Gr '�•1�piZ, J• / dl ��,T,�+ t �a ,,L r� tt'•7 i•i.•d vcle..•A..■cJ/ 1 �j�J f�t� L�tJf�� -It1 T'1��✓I lc..r ,i r'+� >-•I"�� P4 Gr�'�• G'�V 10. i�nocL catch-b.aln di to c b.aln 17 and alla0.nau Ce•t•rr•[lu c•..t••lu r I W /� Gam, �fp., �O p,� t �„i.r•�Q \ apaUA•adr.11ofond.&119. , Ter■e!Lent\Yleda•r 1 ��• W I t ✓�' t+Ft1 1�+ • D sad vItLN Lr.n&p&c&nC ryUra o1 th•at I1, ■dad co A-7 - NFL ��x 1� M-" aeewe, vleb Lhl■ S.uar arse tha 2n1•n x.elaetda - _ -. I ' �G "tb NIATGM ----.---�.��`.- II`-"--. � � �tP'•L.r-11T�f Aganry/Con aclon Cauintan ppnral 1•tt•r ze vcad �[f,. 1.1. Davie■, Oq.ty L01 lnt copies of iM ontltapl nuat W aubnitiedr thN eoeala:len to W ■o Y.. & ' •Lgned. N. &•sect. Olrecwr el Pl•.•f a>t { I I ,f OUf� .a y �t- r �- - - A[c9t &lgnl. the ■y will b• r tamed to you and rvae N1eAu Lich, Dlr•ctor a[rvtite Yerha r ,!�•/� 11-i f^� r� �r�- 4 1 �t tried to tb. Tarts CL•ri•• D to rlthln {0 d•ya. AfNr [fling iheuo D'1. /arid N{Err tclol _ •-•7•+ Lhu. plan., • -py ut the lPt ..at !,e A.L tLt.d ca tA• 1 r .•d P. 0.1 Jr. PLC l /' Plennin4 Orparta.ac. {cA aha Ns Archlre { 7''r'l,�� ' Vary truly &, t - ! - ► �J G t PIJJ+AINO AND 104Ix,: SSSSOn - l �p ^t �•a•-•+� �r� 1-71�r-err! _.-..____ _ _--- y J 4G, _ _—. A�ILl O.vld U. Sato \ \ \ ��-• — �ry~ i �I •`c..�" l.G.�� $ T{Pt pt*. CchtG pAti?MF/SI ' ` - If ~ Oq Cora[. Wt���. �,Fj B`.L ._ -- U et K.eonttek,DLxecior at Public xeck■ r' _ :cgpAt:�1Yt 'f"ikr�11: Ftvi,a p 1. that, iupc.of Pollution Control - ` Cq ` �GI W�PIf.-fy 11�:J PA�/I f`1[� ; �• !) 1 1 7. 0•AvrLa, Dui 161n0 oLlleLa! - t�/ �� �.•1ir�r 1 1.a•32erlu•, Aa&e&aar p LEGEND x.L n1nq, 71za Uas.Mll R `S / _ g ..Danacb, Platvtfaq Dte•et.r \ 0 w 4 \ h x�tL T7 •rS•�LT' m Cq Yotla.lda Agency/Canww&tian Coxlnton /GI C` t J Ann Cando, Yawn=nqq Authority _ '/gyp{p��'L, r - Prank Ahaara, Ch.reran, Ilauotnq Au Omrlty12 ����( t � Ara IIz ( fir) \ �� �� ro WlTcu , 1 p I] M m O tiJ U i_i �� '5 lz.o EL I x er r- o PT Fe— T Tom L �. 'T �n^n'1 1=1t�iIGjFi �. ,� I off. __.HANDi SAP I�f� KING l.�'c`{OUT Q uu I ( TYPE II TYPE t - !I IcQizl 1�B.8y a UT INDEr d' 21 W, 1�qz;=Z. Jam--f av 0 CA Eacl�lr. i ie T� f3��►�Atr�, �1usMIN�M I ooK a a a a a O O 1 Site Lao 4 V FH FI`�.:- '�� IMO A ,�. �.+ �._.•..�� - --- - i" vj � t it jIJVC a o o - o �= '�' f�j Q • � 1g9t`t1mk, a o a a o 1D'1 Ul: I 1988 U t� x MN0PAL �TaKIhY P01N� I i✓Utu�►taC LA�Gu1 PIMt I�I�N�, = Ae �+ ti�'� !I L !III ��I�wt�) �AuIJC iN�elol�, Cn �; 1 ALA jtJT1X`aEGI'INC- �lT CChIG. WALK« -,� tiQ�� �'�tJt � �l `�' 6gIDE 3 T-fm It Umt� t 1 4 KAPI I t �('i \NHE AF ,IN( Vrt� Ci�G-Rtivt e 1?� 1 1`�( UNIr, f�5 /VHF i . ' HEST j � ` nl' �i b;V+hdsQr - ti-�;'11 F'r1fF_'F'I" �l`" _Lt�iC ,�fA;,�=� 'v',E�` .:Db•IG�F�: C'1iI�� r/�J- _ 1 t � W� 4R C'Q. Q�AEF'iAL � --�, � [.�'t_-¢.�f D���i/I �� E_ �t�liT lu"S#(1t� 3, La'.AT_r 1 IVAil, Cc'PCFIF.GTORS TO I;N'�t CAP-- ON CV_NTE;� _ _ L l*I�1 PtD[sla - SL L� t/2tl M ,t-D+l �tp Cu1vn ID - _ ( r� T H. 3 4_ Q-EIr1=3 FJGE I� j"�,L��[ `TO k, 1"I/�.'P E1- "- I-TLED Ir Y�i OAK 1! 1 `--� \1 _ I C- y P� l ANCHOR GOL 1 �• _ r BASE PLATE FL1�X HILL G�Ir�bi�/I�jlC�.I OF �WQ )�P#=3�i`'►'t C -� 111 ' Glot pa`TFD 8/I , HJta•= I*Il.-E.# 120) r _ -,-,�' .) p �Y rFl-l� �dw(.► oruTl-i 1r�II�IJz.• I �t kn.4; /x, �` N I i -, 1 Lar�dScapeArchitect/r-ire Pltana-er `i° No• 2ti6 �0- �Al �X E�J �� ,. P-OBox 21, Granby. �«nnecticut LA j't�rrU u +.. ^�jY ;�.• rxP t {v'.x , ` TLST HOLE DATA . F M14T, tH „ IN Id-o„ t1%u-6K15 ftAMN IMa-(,UR6 To MATa " St�lhlAt,K C�4ltl�r W{t� �Tit�G �l F `^51,cm FbK �yc r0d 'Town forces dug five 6 ' to 8 ' deep test holes on TEST HOLE n3 ' " MIKI 6AA l0'DIerAria- �1t 27 Jul 1987 . Mocarsk ;- _�-G �� MAN. iilc.P(t 2 "�'KDUc © �� rvl gu �� ��PRT zed` Y y (Schoenhardt Architects) observed and recorded the following data • 0 ' -- 6 ' STONY GRAVE " ?�'} - L (2 TO 3 ROUND STONES) ,.•1 gYj�, •(QE ��r�l�hi NAc- !hir5lj( p�R$ R -� N NO TOPSOIL. it4 I �. ,'' ZZZ-C CcNN• • TEST HOLEI o� AID = V 61 - 8 ' COARSE SAND. .,�: _ _�` ��, t_�� _._._._� �. .ri<'DUND /y J 11 ij J b o No WATER. ' / ,y, j 0 ' - 6 ' STONY GRAVEL (2" TO 3" ROUND STONES) aOM T9kWI316t40 Ilr t� ;� t tN"l I To TNO TOPSOIL. 4 �J1�(�Vf`•�� :TEST HOLE 00, �I�AL- 8 ' COARSE SAND oW _ NO WATER 0,+ - SA�]DY TOPSOIL. II I 1>+�OVI 1N� y� pt2tytZ&Wf b T�7;�v'� i� �llll� I• I t '`• ",�-c"' IVY�C1MUtJ� �f.GF Nor To ` GpMF _D �;t%& itlrc 6 5 ` SANDY GRAVEL. " - { - TEST HOLE 7#2 5 ' HARD PAN. I;X �G '�= •- •G.o • -� ``�1' �� ,r NO WATER. JV�ir]_�Io �N SIR•OF %,KA% :5WAt Es � i3(R�1+I�1Gt7� 2°Y`cE�;R1N6 G�`R� C1n� ;, - 0 ' - 6 ' STONY GRAVEL {2 TO 3 ROUND STONES} Nei' t. �N VOO/0 NO TOPSOIL b � �,.., 0 ' - 8 ' COARSE SAND. . TEST HOLE rS . ) 4` . Get"IhY7 '(AQDS �' NK- tlt �'� I G •�' J NO WATER. „ _ „ ` L C��IYVit l�l� i TO 5c 6Cr0E = - ' !!������,, /h�r w V 0„ - 6 " DARK TOPSOIL._ „ iJ6f T�hC/�srG 4.79 >'i. ( a,a} ! i PP�r�O L! -3 OANNO� CM�• p NY GRAVEL ROUND RED STONE (1 �� r ,, o-h •hfaNl✓ YAM L� - ..___.. - -- TO 1-1/211) DAMP. uu.-( 6RPcL� .aRGUN a7 NO WATER. 51>' IG�IT'O F•WAS top � El~ Z INy 1e,4 0 "fR6Tn Av0lD MPdoR RmTS \' i \ �o Q ! / ®Y75o. \ "HtG � ) 8 ��� (TOWN o�5ot7TH V`IIND ) W z �/VG`.Y �f •l 1 e'�'IGiG�[ ��` Cj r.S, •4 ;,~ . rt- •• wlr® ws a- afat�aQ 0 C 5,3 '' W `�\ \ H N Q rc r � 4 j✓• E FaC1 G ® c�G A , — � r® ss�s a s owe 0 0WA INN Iry 5h {1(; w- 6 o p,r. cot sc-u, _ \,-- - - — -— _ _ —- - 24 Cp.i, \ �, � V GUT p1f�IJC I~G� A* R�}lf�G '�I i i t.31 - �J � -^ -�� \ l , n 1 �I~� ` � ' Ht'4 191•o ka c� l� i� ��1�,4 30Aj 15 I I•o% , - Ifir G�to t,_3 �, \ 1 ®\ �UTUR� GC-�� G1ztvE o Q 5 fad-ttA1 •t�ce 192 r Yc5 �hl7 tg]�I ` � W ....J ti ` �/ L� Gtp ju Ieo' j a .ob Mi 18t. IPT 0� I pl +" `\ \ \ 1 'v! 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MH .\ / ��'� �9, 1139.0 / 89� �i i $, �� t��� $ H�) \ \ Fir E�7� '+® \ �, / \ �� .0 W W / / �� •��_ ��\ \ y�' /teal \ \ !@7. ' .I �� O 15G �LAl P EnICJ �7L �. 1N�1• Ia '�_ �- �v';t �• ` ^�jC • V... �. \ •IFIS . fn° \ ^< c' d lLl to x i�'� HEpAv�ALI. if 10� LU1.V 1 iNJ. les.77 Q � ' �qh. \ c' ' J. te�Q t �� Z •/ � \ _ .t69.5 -. �. .- .. �\ :� ltyl R$6.Q gfl'L'' y y ,� •a •����, .�� � ,� .f�h-5. ,i•, •�• �+a7i�sua l ;nrr�rI/ 1T b'_ • (gp1i' �';l� \ / `` -`- •� / \ \ •[3_ .O fir. e\ '� ` \ , < �. I {. l _ IN•t I t'.fa•R ,. ��°� ` �\ % �A - ;• ~ � izL (� itb.o' '> \.\ �.f. ` w CIS `� �{T.GGtJG. V(A11COVlE l$"Ca,�R O 1zCP A °� j - \ Z'i r �r \ rtiH 183/J . r 0 :� %� \ O 0 i3i�tdD GR/tG� C�ft�-`f Ta STRt- pE 5`�0 ' Ir „we A \ �' is �' f \ l t1. t) 20' 15` 'ou��lt C Utua�szWALK;C- M '<' .- �s� ��. ,•YT 4 // ( g �9�• \� t f' ;+ :lamo r \ 1,: :; m: �� T I eAP\ IW w �.►.]o \ , yJ A17'f 1 'fb A4G( Gr4t� FioW ut c� tctST. 5W,4L� f .�i� G1 =/ �``r'ac-� .\� W _ - - . � : �' ay �„�. RL ` E�cTi=.Nvr \ a� v r�tll $ •:b• r ,, ': 2'.. 19fs INS! I83.2 ' / •; Eras. - �' ', , • +' T ` ' \ `.` \ 1�1"G f:N�tlr 15 a*TRk,T UMITUNE t ^� \ � •:'f"'rg � $y .�. � ��- 'f% f � •�� ,•>05' 't. c� `'� •• t�+s•� �+•5 ,_z•'�'__ _ _ •1•�• .. . � � awn I cu I f`�� �'• {.t.G. �9�a •��9® \'185.0� l \ \ \ CGI`If1ND� 1 � DIN�E>]T ` 1 �$ s PY $' I693' •�. / M.� iB .`� G6` / ' \`• \ r` IW 162.2 \ �- !8 CONTI .rU,`S \ _�\ �: I •' /`� ��' <�� \ \ �u R i of \ \ ah►�.cr Cct�rl7a� ;� o SURROUNDING PROPERTIES �� 1 ,�71 �� 154. �• / 1�8, 1ee.7 vE , \ w � x o LOT _ 1 �- , 1, ; ,., IbO. \. . , ` .. / ' '� ��A{ U` PI' Y - \ ° ¢ o # OWNER .� ` 1 "IEao0 �� \�n , \� `'C�' (6¢ •� ` •:� �' o gy \�g9a �R?r ( J� ¢� 1 Pw 1� {[��7 / MVO R�i I~-AN(LiY�E I' 0• �� - �! ; .�_ \ ', ,••~" , O ® 1f99. i _ / ' TO >•, (!1 cr� tV ` i ' _, \� ,• \ _ \ t cs 1/�!_ CF TO�V►J E l N FI l�fl�L- ® ,-, r-t 1. N/F John Francis Reich 1 e i t 2. 2" 4$.c7 'r '' -- r- 1 %, -- rr A ��aJ1.1TOtJR�l�I-l�,i./iJ ,tT�E R ro c'-'o Fi °cv 9 lg7.a Md`Y Y- 2. N/F William E. & Miriam K. Keith i h(nb �>1b��4 'Z IG ys> s�{o • .�' ;� \\ ` ViJEt7 FS lei EI`1G• I=�[I( - o'`O��ar�,r +., m �oo 3 . N/F Sy r i l D. & Irene L. Bragg i � '44 55' , ,t �r �—(a / �%: , ,� �9 hi LJT�-CIo1J c C .rTkGt_ Izt?}13� "ra> F �1rH ® �,•*� w ,`"-t PU F Helen Dollak ` 9" ' 5 • N/ I /9 G G>itK 7 -_ 1 � �� `�' ��1 r `�,o �1" •Z, TD�f. +cfZDNUfkL ��(1v. F)f�A,6fAM To PITGH N/1; Bruce A. & Timothy B. Hassan" Q � 1. rl �u� P �+ yu,� f o o (!�`'• �y � , W� NNJ' l- lao.b. ® � 6 Ek T. �� V��`7�G%��,� -� $ / g� �69' Q p�.� �• t. I ® fpcwv i N/F William D. & Lynette 0. Clark I5 CISi 6 y2►� WA-LG 54 \ �--_ ; 1, hC>~~ -ro o. 74I `� ) ti o •� ''Z • , .,� Qj�' \� �0 •� y, , fie, UEavr �O 7. N/F Helen V. Nowicki M'j ad2>LA,'f GRAGs� Ail ,ODWP TR•e�5 ar �� \9 ` '�° ��s' �. O _ :2EV: !C7/14� f XttiJ { 8. N/F Jeffery L. & Mary K. Sloan ToA'ytJID N't']"iN6 /V�AJoR F•C�T�. � `� � �-� �194-_ �: , r' _:,�`'• � �•,• -'�. �, �►.�• •� 8�, 1 ��� _. ��FF s°NA1.F'�O`r`v - 9. N/F Lois B. Moriarty \ 1 +d 9 .�• � - -.. , 10. N/F Donald P. & Constance S . Musgrave. (A*W- �•�i� G w S ` f� -�� I 11. N/F Brian D. & Julie K. Mark —.._ r fv�>f�R.•( S� U� ,� \ `� •�`�y �` / \ \ � �¢ r+�, �wn� DATE 7/28/88 12. N/F Walter G. & Evelyn Foster ® \ ` 1 ` � r —� '�/\ \ �ut�e�ICT UMti Ltd �+q>:RlU��ARY IAYDUr �� G�L�It`�FL ��.�r�ACRE-, fA{�cL DRAWN BY: W.H.r7. r ,A' ~' PROJECT 13 . N/F Viola J. Wall / i \� �� � 1OMN Of NTH WINp'� Frm L,(j}S `I , NUMBER; 87G'7 15 . N/F Frank D. MSandra 1 —�`_ \\ \ WA1"�N aN R , 15. N/F Anthony & Sandra L. Ella Ni`� V•d-Wa-� � ( � \ � ��; TOWN �F `,�UT�� WINGER 6�f�l I�INC ATC 11= , �16. N/F Joseph W. & Cheryl A. Maddaluno ~•� � � ` _� \I � �'���..� \\\\ \ / _ �� , (� I� N�AR19L7 , I �Q • LOT ( -•. \\ \ \ TOPOG. PLAN 1 ro _ 1 1 `'�`.� �\ \�\� �� :� LI N � �1 �� hau SIN& � FARGI=1. �v�v �?� 0r \9 1 L '� l R ��\ �� l� GRADING_.&•® °`' ` -- - \ ` \\ \\�$ f GIICUS pV�NF-R5 f} f P{�fl A. A{�t'_A of !)T STORM DRAINAGE AG9" , 2 \ \ i \ \`y _ \\ . \ ,� g:I,.;,. VAMP 3 �It�N 1567, W IM > '! MA P L p L — I \�/` \ / �A� �L � �RvF�C FDK C�NS� ~����_ `` �� ._._.. 1Ll 3. I IX. T((�N 5�W. CTED TR�.� 13A--P GN ri rf I a� K-. s er6FX ✓F�IN� ``�- _ _f / ,\ \_ (� _ 1 ~� U Ir I.INI r�KDW To k INTO Foy 3 12 _ tl " r roR otZK DRkN AREA. MI�Ri✓ MEGI� ft1r-lCAT_IoN Pf10R -ro CvN5NU(Tj()�. ID (or�p�arwc >1�w DtREa'tari�FF�.rt; �� '�"' r "' -r /� lfM IGAPfp UNITS Ie UA%6 W, AW \ rwCSKaNP �_ 6�ADIhtC9 EL��G4TIC't5 `9 \ 13o - --�'�'' ~--�� -.`� _� / �g2 EaCi�1f'ItJ6 Cak ra)K big TD IV�4i IJTAIN AI NIMUM 6rk4W, 5 x. w ,� -- - --------- --- --- ---- -'•- � \ �� , � ` . ._- —� ~—~�`1s� � � 92 I'�Po�D �DNTaU� U!`1� C°NrcUt� ►N"fMY,4Z = 2 OF C�-`I`1 NEt-�tC�T 1�"FI: f3� k�4(�f� u N I�oP��D SPoT F.1.0aT16q (Mr- Hiai fbtw) C:r� G 1�:�- �?U I LAIf.L�� Pj't p�! �f}a1 { Fl f F- t \. S -'r ®� l _l 7 /`� f / —� — lor�3t✓ pRNc-� I' �uATI qS F�}. NATION I~N i Rh NCB o> } 5 S� Cta� Aw, WKt N6= l� �K65 4 b offs c = �F� r r'It Pi IE / 7 _ TR i'I/�NI�4tPPP ,�cc GhPD: U�sITs, x a a ®® f_ -�� ( f x SNOW f rC-0044,, W96M AFU-rn G GRAPE Age FUG{{ MME)N IT`( �LI .� �„ I~� AT AU, MW U�4ITrJ. u a 7 W �,,, , ,� r - r' D opRed Eider - `.q _�` \ PAS NOT r . i, �, c icl r�. Q vlll: CIS ) r l- �, • H o u s i n Site: �D 1 r: (1 _C42415r_ tTlol� I�AN •' ALL h11CWL-f �TAP� 6t Q �►� kl $ 13 -/ PoNv 3�,.� ' \ Df--f WAS , G( Nit MINA 1�KV�I,I� Mr-To I- PRorf:_ T6 -P o'� 6IaAnow Z w R® \ �, ® ) t�CING - - SA�t� w/SNCW N6 Co1�1�bL5 iN AG�oR W " N U '� Q ®` \ 7 -- 1� / ,10 �C-96UT 6UI UNGh �R It- 3 w R�vICN S�DIMCaJt ' DNT}Ro(,`t CoNN.allNeX ON �I� ' WAS 0 10 11 ' � i�� LINE � GDNT�CT LIISl�I1" U�� (�x�' � � � 9 o q k� q N ®® Ar wmrur 'a w/Fosm �: NT tt�c�}; ro C W69\MOO 15� ,�„ r-_Ms� 64iKx 9M5 AW146K SILT Q �T Of PR T59r� IKA`t OW�TI~MFo MN-f To t -A ItJ IN �AC� NtiRIN{A(Ni=A �t�TIL, CAS TbF! U W x z R A p `� 5T0� � 6Tc�P1UN6) fl2oT� F� 5"60, Rrem X AU. �t�C{�► � ALL 6W:6 A �� SUItG� � r(u-f 0 L 1 . 1 Site G r a d i n / Drainage Plan ICI � n ( INl;d �•�ft51�• A� VI StiRI� h,z�a' Nor D �J1 Wrn cAr 14 15 ,� A\r`TD Ic 6M>7�A MP��Tb � � 5I'�i�IC/rTICF•ls. 16 `` I =a�o-o 1. jr�N plt..� -ro � �T h•T �tL� P1�.oP�.•-� cn>�»� __ _ ��t<5 �o l�tSp � �}{L{ WIT( �G►STlI.1G �RF�C.�. 3`f LIC- G�-1IZ�lE`�C�'Z T Gl>rsN+�JG a� m► t .uc-jio►.�. +�IThR-f �eP, pWC�. 3) 1. f'' I� -h5 �i✓D A Caf`l5 Ua1CN t Tb r ✓ Z. SEE DRAWING 13 FOR SArrIrARV SEWER 1_F��Our4 � MAP OF SURROUNDING PROPERTY . OWNERS OWNERS DOl1FST:IC vyA r 2 sE�"'C� ..�®.®, �� mwr G�Ot, r co- (tm or � �It,1r✓ G-�� ' w/f�RMI j3M--r COT fN ���1rIG a I t.�G L- [7FA II JLOE oI r�GTI�t l �,,,pll I=I�l7i lR>✓ Sfii�I >, NDl^iN CotiITRAc�'. ND Cur;t3I N( . USE FOIL SNbW DEFt�IT. . . W�WD t!00WP�-f 5`i� L1' Z FA�R►G NGI�� �k OMrbf-11N Or MAIWO: 90T FKIC�K 7-0 - T< T IlrJl I GYATIOI.i {. = {JlIn1G {A(�L" •;,/fT�il��I} � ( C.� .C ' G �L��C�[p�(�/ L��� ! prC��i fOSEPH fdERR,;i A !"il IZL _ -" t li O VC./1,,. f PMA>�. 1 I it • UNbh�R�n �I✓a _ �f . << �, -yO (. --, LT 1=fI,Tr5•R ��. -1YM �....� l �• NJ1PG� /'�� �{pµ�j�j. ��u 2 � b� � ! G(P A OlWspm lie uG. . . - •, ,L.,. ,• +r•.�,r... Hk (' J vI� r3, 1718i9} c` 4iT - -• Tg am on -,l F P \ ��'' �a '� � RAN , —24• , SOILS TYPE a \ ' `� `rr�Vl: r . . , , • - �_; - • • . .• . ' , � � , . . GONG. �K- � .• ' - `-_ EsB ENFIELD SILT A -8 A Ir \ �.' '��Is�l� ��. \, ,, V�R�rCAL 1 tea. c,�,'i t'„' WELL G }� �, W _DRAINED, HIGHLY g _4 ®�. ' \ - A /� ��� r~ \� \\ jELOyI! !NV Q 0 I MEDIUM TEXTURED LX ERODABLE. :r '1 I' A / `' 4��� ` • •• 3v 'h' �3 FINES (PASSING #200T, WITH SS-75$ ` J I �.��' p %- . ` \r^ /�� W SILT LOAM 2.4 r'_30„ N ) e` � ��: �: . P \ 'O _ -`® \\. - 13M, L1M 249 ` •I-rz RA ''�Pt: t u SAND & GR L 1 �c _ _ :� ;\ !1`: �� t I } ' 2+ `�. 42.o pig FA• Z Ilk LU M5C MANCHESTER GRAVELLYrn % '� /" G \ BLD 7 : •® ♦ LL.� G -�-• 3-I5 o A-2/4 . SOMEWHATNDY LOAM, U % . . `-� '� / � Zi i ff, .-®, ,` DRAINED SUB3EC EXCESSIVELY A # �' O" U COARSE T T TO EROSION, `' ' j ,�_ 'L ' 0 U (PASSINGE#200) D 10-4 FINES ' Q40 . R Q / `�. �. l'' �. ® \\ - T is `. /- ♦ 1' a �r, !•.. .? .• Se SCARBORO LOAM, 0--3b WET 1 ' ��: '� ' �' ► S#c SEE4 - .I POORLY DRAINED BLAC F LAND, VERY L•C �,� ' -`,�' �•- /�► ,yl NE �� KluCTurr�E. LOAM. HIGH E INE SANDY ` - gc �• \'. :® .:..,4; 2 .,': l r LE f , , .. THE SURFACE MOSTOF THE AT OR NEAR tr ,�''' ;. W UNSUITABLEE TIME, FOR DEVELOPMENT. ' - \' _ Q i j , '.1 � ...� , 1-- �.. �•:; Tg TERRACE �� 1 N 1 . •� i (Q w GRAVEL, ISsARPOMENTS, SAND AND III GQ, - - �\\ \ '�' //� �.: M I.• J + �LoW� ' , +-� .` 1 'Z.>Y � D EDGE OF s i -= . . OW UNSUITABLE VERY ERODABLE, •# �.' �. ^ ' � ' ` ,._: .� ./ ` ` M ® z FOR DEVELOPMENT. + .� � ��r., « ,r` •;=... J O ' - • _ } ' .''• A °° 1 l ! y' �. t ram: �, ''~-' LL 1 •. �( �l / �, r. LL F� 1lT: KIPt�M`► _ - ��cNEs WITH 2`IXZ"X3' LU rAC s f $ . .•' '^ ; - ; T o Ha Bale I`- p , . "c• �2 ��-~ - -�=j! - + � a InstalIation'. at Ca-t w v� • - / >t. . , • tom �! ter To 5c�c� ch Basins sb o CLOO o" v .V ce 1� Al Ln M. r= , ST�Kt`1r STDc' •\ /1=L.4WCe gyp ■..r~ \ .� ; a• ; TctrRn �Tcr >✓1LU ` Sra�r~ t2IP_R�P Fr. E-•• GbIMC-t�� . 5{ 1RRIt✓ \ J`„ r / r f �[N� t)lRf Anr�,R NEW Lzu KAMP . UN�J�IURB�D AR�ieaS• 141AlNT�tIN AU.�15T r. �+ •• . i ;' : • 1+ •>: s \ �\. .. . . 1-®® ,� G'_ �Wr!' 7#i•r�n �`� Q Jk t-I 1.RNrtRAs i I^I fail✓ G-teAt7 5D �� 6 ` �i► }� ! , C F To vE T r _) _ .,,• P �G• {-ANT EST Nor KEY SPEUEs fN CaNlRACE" A5Kum ai Aor • aF.feCl}ta �A1���,� s-3r L2. 1 Lands �d '�o . 12 �, U • %Prr� oAe<, scap n Plan ; �� h 6 '0 o � �. �A�CATA / C,[ 1'(At g�v w • P �IP�RIAn1 CMEAFrLF I Gik TE gREA: f►�7 0 • Us 00 N . 4,1D6 AGRr1� \ `I PI�IU 'awceu5 �{ /202,554�F .� �P AMOK e 0 a N�WHkTE PINT �e � �•�M E Rvlo,�� AREr•-7 . �asLe, �� ,� 2. 7, Y;KA 1�4A6 r�� �I � w 3� • •' olaY�+n 20 (o- ht au I L ct,-ICES�J t�d t�Y� r P �7 - • t AE Ate; c:ON�PAG� M1�4 T z3 �5r ibr t04it r o , 1� � Y�Uf`N� i'lFri � 2'/2-3} �,t_ ''.IJC71C„p,Tkt�1� tr)tr7 r71lfl+ AA ;ooa�FR: • • • X-INTi+RN�CIA 'Lkr�WopCFoRYrH(A 1G �, LO Ln 8505r- C • •• • • •� • , - 'R14L UV F•p 1N �u+rn �ful7f (�/� 4.1 `�� 2ML 7 Il %7 of I S4 t3SC5F t \ r . M ' '• • !' �1�1 SXD e0k, epFP. MI'irl�V'Ic�l.g SITE AREA = 27°/a ` ,vI .4. t=1, straw bale v_ Ic, !p $$ trench ' � 51rE I� (..tOT t.cX,A-•f1rl� Wf iHlfJ loo Y>< �t�D ZUr�G c ►� - . I. Excavate a trench stake �WVIsic i ' 4" deep and the 2. Place and stake OAT r1/20/8 Width of a straw binding straw I�R • . - �taN 4}11fCPR� ��{ I. Set posts W A �JGU I Gl Po and f bales WN BY L� Posts RbN r7f width of ba a bale. wire or ' 1 two stakes per PROJECT WrlS T 3 p # /, - LLh� '!A� 24' P&A- •420 I excavate a &" „ --. ;� NUMBER 870 r 8• ofz fir, x6 2. Staple twine ''•'I I + , p k � Angle 30° trench, set ost Aire ple the r bale.. + ; wire mesh��I�� R>W IVK l l f� V- u sl pe for r. downslop fencing , r., - . r Wf � P 0 e. •�•�� k: 2'h[�hd.•k%*MtM l'1 F. �. SThK> uil'�� ���- stability and �•. � ' fencing to self cleaning. ' end post. ` € t, . 2ic2"x �'-dCVO �t�xb � ,I .vl, aping. . ; ,, '-�.: :� , .�, ., ,, Ew.k� SITE PLAN _p�1`� K FLIP-- 'M `r f *to � f51, �. ;W � ' 100° ' I' "�a�°� t 6 '�� �i PLANTING 5 N � rvurl. I'L}'a � -� � � M L =�lit�`'-III`:_Ii(t ' _t� I ! EROSION CONTROL 4cKFiU. wEu, G'. cn � nn � L 1�(I+'►II }__ ' ' III I+l " min. I asked DETAILS ' 1 N �Or r� k' "ill- r11-11 -I ' ' I 3Z II "'(I Ill p .. ,. depth - 111= rr,.� - =l11=rr straw- ,' , 'i P h W ({Irt '—t ,.-IIII lt, r - 3, Wedge. loose straw compacted I .. ' y + 1 = I,nl plan (r , TOFSr�I =rtl 4. ..Backfi 1 l and #tRFD b �CK� STo� 1 .14 �lil 5 .-----� .,_.. h-�,",�. create nabales to backfill continuous compact the ,r {, rt barrier: excavated soil b _-- Filter 1' 3. Attach filter � 'I , 6'_8•; ,- Fabric ! fabric , Yr as shown on the to the wire fencing .I ��! r)%��� uphill side of • 1 1,�, ' �' and extend 4 Backfill the 'r, ,Illi ;' ,r }� +' , th - M =—� ��I►1t �1-L G � t end i t to !• trench e barrier •- _ h and ;.. , +� trier to 1L ( the trench. i l; ,+ �;, 1 2.�.. i•;,; , compact the ,..,I Prevent piping, v - NE>r'ln•�► .. . . �! 1A1l�� I excavated soil,. u: I� . f'kMi caKT1GJr �I � �� �cl �' -- r- 3- _ C°mPacted N WATER 6� K\(AlICX 1 A�Cdrw. Got�+aut, ON �Du V rl 1}1V 1 II 111Z I - 8ackfil l # Afizlar� gE Ylcqs_ DEo, !11 Re 'ecTt�lr 'r rJr=I,► {11 11�(I ;h _ lrt731% �,rl_ lir �tW11ltfl�it� :.r_ril_a/ Q - •�'�RE = h{I"k�! }q = rrl-lt � ►3,1t ....1 r v - I •••/ ./ Bottom of ._. Drainageway �-JuN+g. /� r bt��j� • •• a•• •, r'r I dl,rbl �!, f�! ,, ' - � ! I Y OLLj &A, MOTTOM 1 OF ` ELEVATION to�t - b Oints 'A' should' PLAN VIEW than point 'B 1 , be higher sA _ 1. �, FF ill ,•�. ' ,` - 'rip 41 it ; ALI ° : -Elevation: Points A �. y 'six: � `a A~~ should be higher that AbI 'fb yt � Points B - -.. ... •, - i0IY.M.�p�I _ s s • a a•'J 4 •. .. 1 1 X G 5 E T W Aw - - O _ 4'T4 1 al.. Ills eor, JGH"T \ ` e• s e w .•.w ..® e .o w w w N.w s�w wwu ®® I w wnrn.n��� w _w� w•w w �w r sr wa s W LF CE1cI R \ct -rip \ Z , E , , t . C _ ,._ �\ ��� � C� -. + ` `--- ` - �-.... ' .. 1� '\. KNOCKOUT ItAK.OPFIIWA a0Jti4 MAX. • U - �0 1` � ,'.`� �'--lye-__ _ �' /_ \ �x: •a F.r SAN /%J// 2 W _ ` \ 1/ x ~r /86.9.2 187 7 i .r+: o r' �- \`;, TYPICAL I1-01 .�'' O O Q i .Q..: ` � �. NOTEF T . P'� `, _ \.' NPt fiW•R[OuwEolY .J l '• � � LETT CONNECTIONSTD OP[NA1OS FOR PIPE SNAIL c 2 ] " ` ,` \ , \ 1 NANNOLE aE CAST IN THE LASE AT THE x U !J _l REOU LOCATION OURUW O N S"i W _ US MAMWA:CTURE IELp alr. EX WALL q0 \ \ 1 'F ✓ r \ I - OPENINGS WILL NbT aE PER. m' Q} a ' 1 MITTEO 'O P 34 d X -�� t � �' +Sir 1 I - /\ - 8 _ _ C A A ! — - -- - _ SE 7�ON L.. PL N 6 3 z3 ao , - 9 \ l - o i � G FRA r-1 acn lerdSlllO-CAAOE" U. \ 0 - .` 40JUST TD RA tf1. G C�IR Laj'' aE:aFeAIcN�'wN. o I w►: . ALL PRECAST SECTIONS SHALL ' { W 3 --�•, � .. ' l 1 1 _ 1— r .�1 .C7.. _...:.__ ' I .. � CONFORM TO r: • - r i �' ' \ �,,�-�"r` �� :: I\ ASTN SPEC.. — raECAsr MAHHOLECONE c n VT 0 Oe V / \ JOINT SNA�tOWORY i r_' Z TD A fL1r.SPECC�43 r �r \ RISER SECT" -�" 2 _ v , Y ?LOi91NUM ItANNOLC 1 *rep E . w T A. Cf. . OC1I04T�L A l 9 4. �'. ouuE AE O , 0 V) mJL SECT{oN t ', \ PIPE (NAM f>:eel o b MIN. o 0 0+ U. V� J \ Mo ,�tA - 19L "`IIRICK MASONRY I SANITARY t � ` F� FLEK19LE, -. INVERT .-.; MANHOLE SL£EvE 'pE1I 1 �1 .. Y:�;.• NtN SSE DETAIL THIS l� CCr 'I'�Pt�.L.- ;j', t.••,.t• .}�o. SHEET. ! ` , 1x+ EooDlA $4` •t MANHOLE ,(SANITARY SEWER) 5 bP \ r 1.MA44Hoi;.:F- #1 -4,o"c� fi' 1 ' ' 'Ir- T� d 'op.�JE Itsr C7Q w ` ; ( • _ \ .w CROSS SECTION OF MANHOLE SLEEVE qj p w III 1 afir 11#7 a) ' IF RS/r t>tur T1)r In 1 Y r • i \ �`' _-- ' U •:' I It9w xvr Firr t-•I r-4 O >` r-1 ! r IF � to c p+ f rr ` ti 7� �: Bond ng is T/r x ur r iHolms -Cf �yro N �CO: r) W W _ l : i ti r , " .:..• � V ° � 'PIPE-a•' or DIX I I KEVISET� qA a6,Q I o DATE -C `� ► o e o e o o B DRAWN'BY:_11n/S FT- PRaJECT NUMBER - 8707 / r Covtl l.5 nr r r ETARRESf�}TeELSTRAP - ; : . 'r✓ xA)arola sAFullim sum, swW - 4 { "- Sold� Covtrs ' �}�+ ./ - - w •- - , ,: ,. .. . . . ,-. - .... .. S fled as _ - , ...... ,� ; v�►ryof y •,. ..� /. � � - .. FLEXIBLE SANITARY MANHOLE::SLEEVE . .UTlLIT�,ES� • i-f''�t7ICAf-f T -'--- -ram � --<_.._ � _ __ - : . gs , - . .__. (' - - 5 kg �u�a P ox ; : • WATT 38� - - - SR11E Filafrxs {ivr Sonr7�r w i t r:hd a H•d 5 / M o RiJ '+a i R 1 r 1si! - N 4. ON-StfRi wPT tbo Tg=e 1.1L3 HT • #naRrAa trYi 0 1 ram: 24hr A ri' Q SECTI ON A-A :—�--•- l . q k .. \ BRICK- OAM �I�T LICaHT _ -COVER � � � - \ - - 2E,10 *: c_. G_ _._ 7Ji'C'Lerir6l se/If•C/ IT H - .. .... _ .... _ VDU U �� _ -� o _ the ,,. �C s o�ad Cor q V r5C ros r �'A U i P'Oi'*�"9 C£ O 0 - f r"G 31G O avn. Swsr 'afMisrFrawr 'MANHOLE WALE i, �, be.FYaaflisi <?nra�fi►al �P.ar�/r �Npau>!. • REVERSE '�� W 0 �..,... �Ih1A•f� - ' . \ .. .. ,, •:'..'. . Conkrd'or<;y.Arid! • . Sasoold F/af' f : r r SECTIbN 8 BPRME _ !� etr e+ary/o tMr �orsto G.grG : - 30. OR 4 _ v i`1�dL`Y DOMESTIC WATER SERVICE NOTES ` \ to Boca or.R�/i$G. . MIN. i . I- l. ALL WORK TO BE COORDINATED WITH THE CONNECTICUT ` ♦ or WATER COMPANY 25 NOR _ ._ . - .. U � , o TH ROAD, EAST WINDSOR, CT r > +. ---- - � o q- Q u ,C�.LL 1ItR-1NCa IIJ. Cp" �A.t.�t7 .ALL __ 05088 0100, TELEPHONE 203--623--3354, MR. STEPHEN R. - - - ,. - ._ . :. � :. ,dtz�t.it.iD W174-{ -rRLLOv►! WidojUttJG NfEIaANSON. T " ,♦ EDGE CF TRENCH SUPPORT SYSTEM Q z AS R0"RED I D m ' 2. THE CONNECTICUT WATER COMPANY WILL INSTALL DOMESTIC :, :'.; .. ' - -rRl;nCH wtDrrl , . WATER SERVICE .FROM THE EXISTING STREET SERVICE - • - '- , INCLUDING MAY . .N LiNE THROUGH THE 'SITE UNDER HE = ` "T � . ' OW DRIVE AND PARKING TO AND INCL D Z t� R ELBOW U ING THE TERMINAL - . .. :.. ...'. ... . ...,: ' ; -::. .•' -. CLEAN EAR'TH•. .•-' • �. ..-. `" r � , ' THRU BLOCK. THEY WILL ALSO INSTALL BRANCH as eAcxFIL•� 1 A A• W - ;.,. .. CONCRETE p �. LATER LS FROMd� THE MAIN LINE L31 Sitebtilities.DING THE ° . Plan.: . . . •' .,. .: . . .. . :... .. ; , . .:'. ' o CURB BQX SHUT OFF GRADED SAND FILL oR s.;, o >� VALVES AND _FIRE HYDRANT. t � ; '• „ APPROVED-EQUAL r era - '• F Q t ST+ORl1I SEMIER 'f�0 AE1(7VE _ - . O - - TOP OF PIPE) `• .- . ..-_.._ ..t . THIS CONTRACT IS RESPON I S BLE FOR INSTALLATION OF tSAN.SEWER I.O ABOI%.0 TbP �: c�u ' OF.CRUSHED STONE:) . Z. BRANCH LATERALS FROM THE INDIVIDUAL CURB BOX SHUT 'CnUSH1eD s70NL TI N 1 :. s" ( OUTS'`IDE DROP , INLET SEC 0. cn , . o �. LOCATIONS OF ABOVE GROUND UTILITIES AND STR T H.. E°ci= °F TRef,cM OFF VALVES TO EACH BUILDING. TO ELIMINATE PIPE UC URES ` Is mii,IN t STORM SEWER•A8 JOINTS :BETWEEN SHUT OFF AND METER THE SITE ARE BASED ON FIELD SU sl�otwta .r, RVEY AND MEASUREMENT. INDICATED . _ -: tSANTARY SEWER IVT ACTOR SHALL INSTALL CONTINUOUS LOCATIONS OF BELOW GROUND UTILITIES ARE BAS D -.' . . . , . -6 L(�CA�ION IN 'EACH BUILDING. PROVIDE ARMAFLEX SLEEVE AVAILABLE .. . . .. . ,. .'" ;•. . . . LE DATA. LOCATIONS ARE APPROXIMATE AND' ALL - . . : : . r " . .,� THROUGH. FOUNDATION. , : - '<. .. . ...:.:. .. .:: :. TION. PLUMBING CONTRACTOR SHALL MA , KE UTILITIES ... ._ :.: ,. • ... . ... . .. . ..._. .. i J.._ - MAY NOT BE SHOWN. PRIOR . . . .. :'.TO EXCAVATION - - , ..CONNECTION TO CALL 1 800,.922.. 4455 AND HAVEALL . ... . ... ... .... .. . ._.., . . .: ,.., .. :UTILITIES MARKED ON.SHUT, OFFBEFOREMETER. • .',. ... .. ' l- . . :..,.... . S .. . SHOWN. THEGR D 4. DOMESTICWATERPIPINGT INS _ A .. .,:.• a TY tCAL TREtV.CH. - . •� ALL JOINTS B ME ��a 1 � � CZM A-'C's..� I--�'�d - EDDING TRENCHING IN ACCORDA WITH - •-� ' s S�roA x�a: TAaar. s:E�r.. • . '... .:..:... ...:.• ::.- ;•. ... ,.:;:':. ;.'... , . . - .:- ' .: '. .:. ,. . :' . . WATER COMPANY. ... S REQUIREMENTS. ,MINIM BED I -. .,. . UM D NG IN - - >zt - LA U SE P'��G � . • :. :: :. TS �is TRENCH , C TO E -. . '•�;B G CLEAR D SAN ALL AROUND PIPE. - - .... .. .,.. ,.,... { - '= 1' •'1: i t ;I. i: :!'' ' '' :1: - -- ,-`•••. '..,-..;.,.._i Sif"* .1• 'ip— ' . .' 7 k F: 's' :I �• I 'a. . } ,.�- i' •I o ~i 1. •i i J y .. , 1 I� f, ply 1 H o-3 Of to w CA ! r ::.1:..,r _.�.�._ .;.. .��__:i—. _I. i _: _. .: i J �°�i i ! `'•(�D"' i I ' € i i I .+ ..j_... 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'(. •I :!•' 'I•..'I' i11i, .!' ri ,!• .!°:.11•ili s::El:'1'I ilil:.ssj !�i " 1 . c/)D�rD C`t7 � 0 � 71 a < FLAX HILL SCHOENHARDT CCS -n m RENTAL HOMES FOR ELDERLY CITIZENS E--194 A R C H I T E C T S DD>F>r--' -�rno FOSTER STREET ((��� rn ONE MA55AC0 PLACE •SII�iSBURY•CT06070 �J,1 rSJ]..1Jgp k � SOUTH WtNDSOR 'p�` .r•l.rc�'�= \\ CON N ECTIC UT •-.£59,QH.�£r, �t� 1 \ /j \ \\ N/F F5O5'�3TEWR 92 C, o \ \\ \ \ ..` _ J 70)1 .%� c N\ EZD7,9T7.15 1 050 \ \ \ \ \ \ \ \ \ \ WIN 2 N. \ \ ` \ \0 NI E1vr \ \ \ \ \\ \ \\ \ N. �� � \� / \ \ \\ \\ \ \ A \ � I 1. \ � \\ \\ \\ \\ \`� \ • `� \ 1 V/ \ \ \/ \ rn Of �"r� r.✓ \ 1 + ` 1 \\ \\ \ \ \ \ \\ \\ \ \ \ ,'•� \� \ \ \ \ j �' � \\ \�\ \ \ - , \1 \� \ \\ �� `\\ \ \ \\ \\\ \\ \\ \\\ \\ \\\ \\\ 2 \ \ 1 \ \ I oa l \ I m i 3Co:15 57.32' ` `,Oq' r7"E N�F W/\l.l� o \ \ \ 1 \ \ \ \ \ \ \\ \ \ \ \ i \ \ NI \ \ \ \ \ \ �\ \ �\ \\ \ `` \\ ti" �\\ �`` �`\ \\ \` \\ \ \ , \ \ \ \ \NN \ w zoo CD I ��p I", -,,-,>�" \ 'N. N`\) It IN. 1 ` \ \ ` \ 'N \ \ \ \ \ \ 4.tt �y \ ��� i�fc_ - -- -- 1 \ \\ .\ \ _\ \ \ \\ \ \ \ \ \ /gyp, p \` ` ��— 1 \� \ " \\ \ \ \ � \\ \ \ -\ \ \\ \ r \ \ \ i f \ ` \ \ \ \ \ \ \ NN \ \ \ \\ \ �\C- zo7,029 70 \ � \` \ ► \ \\ \\ \ \\ �\ \\ \` \ 1Q, \ \ \ \ � \ \\cps ga \ \ \ \ 1 7 \ o yy 3 SEWER EASEMENT, MEETS AND ROUNDS, AND B \ —�J \� G 20*7,444.6Co \ L ! HOUSE LOCATION TAKEN FROM MAP ENTITLED l "PROPERTY ACQUIRED BY THE TOWN OF SOUTH - WTNDSOR FROM LOIS F. WATSON" BY TOWN OF SOUTH WIND90R ENGINEERING DEPARTMENT, gp14EADWai�" — — — SOUTH WINDSOR, CT, DATED MARCH 16, 1987 \ \ T AND CERTIFIED CLASS A-2. \ �l 4 a 30 w TOPO IN WEST PORTION OF SITE A-T FILL REMOVAL AREA FROM FIELD Qom, ,� Cot4w ` SURVEY BY ,ED LALLY AND ASSOCIATES. TOPO ON BALANCE OF SITE M-�•G.7,z�: 11 FROM M.D.C. SHEET NUMBER 659. Po' r�Coeo14 `�`—~ — --,-- rlSAW �l� ---Applicant:South Windsor Housing Authr..rit.v 50 Elm Street S. Windsor, CT 06074 NOTE: MAJOR TREES ARE LOCATED ALONG PROPERTY LINES. S. Winds Ann Conde, Exec. Director EXISTING l f R)P IN JUVORA rrur THIWITH .UL•!r ANF a S O ¢"Fxc x!:- TOPOGRAPHIC - - - - !!dRlil)lA'Ar:Cr)RfLiX(:F.If1Tfl Tf!!:$LaNDAx!)S UF':1/!(SS.17 L 7 _ - - - - - _ - - ♦V�,ft QrQ 4' OFr}'Cfl'AdC1"/)F b'l�Rl-}}•S.i.�Pl1L f5,nOf Ff)!'LF..I!llFx h! / r Q (9i5AS.;1(F'YDffl RI'TlflSC(>4,tiF.cTICVI dSSQf.Li7fU.Yo}'J_,,"p PREPARED FOR Oi� � E`�J, suxrrrOxx fa"r {' 1T I HOUSING IT * OAKLAND ROAD & FOSTER STREET too• a�4t and associates SOUTH WINDSOR CONNECTICUT �/(!'C 4Cgf7TO Q6 1,'7 t,4uuLj R l E • 123 PROSPECT , 'ILL ROAD • WINDSOR, CONN. 06095 . SCALE: 1" s 40' JUNG FIw_vjv_F_ ZONING INFORMATION i ZONING INFORMATION PER TOWN OF SOUTH WINDSOR CONNECTICUT ZONING REGULATIONS - CURRENT COPY d�TaaN �TIr.�G e -T USE DISTRICT: RR RURAL RESIDEtJTIAL �. PROPOSED USE: RENTAL ELDERLY HOUSING PROPOSED NO . OF UNITS: 40 f�or� 2�5' N/F FOSTER REQUIRED F?_ im f� P704 1 5�T IRON MWv A;T"ALL ACTUAL ALLOWABLE C �/RFw-orH - \— _ LOT AREA 4..G5 ACRES 2 ACRES MIN/ ,1 �� MIN. M• I � � �'� 5 �3 W x'p 124&.11 zaaa SF MIN/UNIT ' FRONT YARD 50 FT 50 FT MIN �� N \ 69K _ SIDE YARD 25 FT 25 FT MIN r" ) S - / �_. -� � ~ REAR YARD 25 FT 25 FT MIN 50-�ROW TOWN OF SOUTH WINDSOR - V �12§111, -- — —_ _ FRONTAGE 270 F'T 100 FT MIN ON PUBLIC ST eY, GS S" (00 0 Ca" \ 0 1 u / '' -�'; BUILDING STORIES 1 2 MAX W I— Q. ,� - !� ¢5 x, o� P{�A �, �, �� �� 13UILDItJG HEIGHT l.2 f 'i' 30 FT MAX V ` P1eAu�tC*!(�1--lS.i0`F.a '�T P pk` PARKING =t i^. I./� �.11. 4G (42 h 4 )f.C, ) LO - *1/4 PER DWELLING UNIT Cn W r.® z • b KAM \ � ?r � �� _ � ��� *PLANNING & ZONING MAY INCREASfa UP TO 1 PSR DWCT f ING UNIT. Z Z �clhT. �T4 i ol7 ot W Z aarzr� orz C (( �: :� µA �n/LL4�IL �l �(�N-�-In. k0 N '`�� h�' , �: vns) N O 115" x q2" _ —.._. -- - -- — — - ._. ._ _ - --- p� V catilc. ter&. vJ%�I Er �'"0,1 5 N �ti \ - `�'�+ \ �Ft' -- rt, T tk N D H 'E N C LO O U R I� Y x 5 >, nt FO �. /.t.1GlsOR e0trT sT/1NLE 4 1 SATE- Z-'7%4W GATE - Z-747w 5 - IK4 P- 0ARD WIDTF•{5) twULL ► ORTISE �+ � �/ '� X I WIDE THROW o a TYPE PT L(GHT - W .C1-tit� �MQINI J T� fi���� C SINGE •Fl�q >� - Y,4.11 I..o« � 1 �® � �� �\, � �� M L D G. H�G-�,I _. . _._. ... - - -• - ►� ._7CP. n P-Al WTED ¢ Q) J 1 LDG - _ _ 3�•p ,--� h; I , i CZ PER saATEs , ,ti tom. rz s \ \ / St \ ` W 11 I +J AITY-.`1•� \ail ..- T- • t•1!• - ... ..« -.., ..F�-X. -5;+..f^iR.. _._._.. Faf, . •V) � V/ Q Er�f .. .. _ \ C� 'I i YAY \\ \�j '\ • I 4 ` 15!_e/ dl�f` i ! ''t ,+ , O O C ��'� _CSs ��i A! \ F° ,«�,:_ s � � � -y�'�' � �,-" �� }S � ' _ Aj J Ol" l '�IO.(,rJ '.� . ! 'l e T �. ` .ly \ \ - J M - I11' j' I'-- "- -i + , }• �' � .. - sh. - .. ...._._._ __ — ___.._ _ O a1 1 tf) 1, �. fic ►. t i I j 'Ly 3-t P d I r L r +� rVj �; �o ,,,, / i'' TA ` 1 21t� IAA©NAt_ o D I G � .xr` 4 H x e 1 CTY-P) •v oo' Ll•SMP iyZ � �., - ._� �, + "y�`cs� �• t i •1t' � ,,` �•s � � � o < O d' 51'ANLEYA GATE W .J t , f �4 a, bye , } '# Ni Atli ls!,c. p i- IL4`I'CF1 �'I"�(o O O � LL _ ii' (ONE FEH G^TL) , r __ el3 u3 T ® � :, , . I.r,.:�a �v`I I (, ►vtl �i .:• / I ; � ' BLDG P �J �ECTIOI Al �ja. , G cs ` a �u U .,ca 6 7KA _H6 RS LOGMss ' O W `� AIL GuIG• 1 � + `-til'E�� Gp> � / } + ` J� d -5"SGi. puc TJ T11d' . �. rb� 1C? I'or9- =-fb14 � t% CL r �� Gp �� _ ' "�` ' r P j! Q� 1 x4 WD. CAr' j? (.ttl 'L ip1_,ZII I1 ,I � � Z _ o I LJ ®� j' _ '� R k 1,i., 5' - i 0 I ,_ J Ir ��� e J � GATE ONLY GA - (AT C H # i ,• a . . LOCATION AS REQ'D./7 p� �' \ h= P �f - } p I x 8 W D.CAP SIT• GoN 4 I '1..� x W few FmArr, 4 - )�, cr ax4 �'U11 RR,NG �'D `�• I(pttl.� LLJ / I r - 4 Top i BOT. en O O ry .� 4K4TREATED rCe it I \b \o N / W D. PO 5T5 II O Ni i � 7 Ca. `1 �+` 2s sLo'a•C-MAX. ,: ID --.. I f J ' I t°I1U pr L(tZ� ~~ / ' $,yM I x 6 W D.5 VATS 5&C0/cu2a Cs��°.6) �.1�-�� _`� _ Pr J cs . � 6�4'o.c. . II !p� 2 i�ITUMi3J�,30U5 1 PF I_... - �(07°24�3 °E r(v�l-��IO'2 r/°1: �(nQ� �� 3 f' 9 9' \// ~._� 'J� �v �' � !'AV t N Pa..saPlz�17 M �\ q� 55 e I . lTo f�2T) �� J $5� t : � _ IaJC1 D�Jl� I x>sr. i ��° 1_— -� k---�T-{P_ce>Nc ors o 0 0 CC)NC• FTG (2 -O fA '4 U ) Sf1I I f l ` _ 1 flip AT ,-1,,.,, EEC W/(DIJG fiC�l' :i5 fzl +�.k m '� �'• oo •8 ' 1 l'' I t���pl�r�/iiiirirrri ,I -_ \�\ \ AI?GH"f p+NGS. O 1 z ;- �-.-' OF C0My �.•rl,� 'IU 1A,�<�lc.I-ta� trc�t..Y N /F WALL S / � g • � `� � I � i `o����'•tP��P�p� ARGy�Cf�C'Gj-w TYPE S LIGHT - 30+ oo I I r r -Q o�J / COMPACTED �. Q (� I 1 `� FoRous FILL r� ,. J �° / t I .Lj.l' co 1 1 I.PETo �} 211 po L SECTION -TRASH ENCLOSURE u.1du rrririUl/f!l�Ifl P��- -- .,j "SCALE :�".1=0' DATE : o, TEAS �" O" 4``ou - 4-©" DRAWN BY:jw5 WHG Y�Pd-K PROJECT �L� A5 INnGKG17 ,-___.. NUMBER : 6707 �— N/F" TOWN OF SOUTH WINDSOR LO.(o I W G F � L WR (�'wls ) t/4" = I'- �,I PLOT PLAN --��3 -•- ---- -� , _...-- Y L- yr-_.1� 4 y' .1r�11`tT d _L. _ I 12 x tg t�t�'CA�_ pL_A6,nG TO D C.°.PS� Ei Nt7 0 MATGH +I --- -`- - f _— f�P-c, ,,W I I FDUtz -4x +n,L � ��; - - I•� caA�v �- -�.�. _ L O L ;Z!<� \ J \ I o -r 0,4 , co r�E[AI o. 6'� 8 T�t?l;LA� ptT. Go�tG l°A�f�Mt --�"A���/ ,.. _• •y ~ a 5GT W/PII,Ic, il.lr0 I_1\V1 & j ,L�Lr+7, U q LEGEND, R _ Zsi w " �� - 'T ._ \45M*' FAINT 5'5ft,\4 H > O MoVUI�IEQ7 gTotiJE U l o. _ dAIAP! CAP FASKI NG L6�OUT G>` 1;r L I�HT I I TYPE II TYPE I SAN MN (Cs-12) (c") o• !� d �� cc ®� ra w Z7� � P�Jh�1 N-Yb izf7 I — S°u��o n �4mm���t ,x W I ' GB ti ,i ��`tom• y�,� fit, �i,uMIt�ON� 0 0 'F� �I IZE LO 1 S i t t o o � c- ` e En En ° ° ° ° ° f DSO , R I � � _ - P 14 1 • r &�� 1w9mmi, 50(4�6 — zlNclppJ. 5Tt�K1NC PDlNTS I" PUIU21tAG 1. OUT pIM I�Ic�I�lS= A�ct�• DWC�. �RpF�G ° ° ° ° ° lo'I o 2. AL-L- I NTP_P6P_GTING k51T. CONG• V4,ALK� To 4M� V. LOt�JI S �y�j�( ,/ 7� r�l t�j + • I � �_.� r 1�ryi�I✓ 3 TII� 11 `-` k'r 41tE5S PU7E wj 1 -o RA(2I 1, EWwT WHO N� OnC-RM NO � 1 T`((�� IANIr1 M µ kt . ' t2ADl I 046R9 SIT. CONC. W� MEET GO! CRE It EWj;Z T Ff�- _ j ! � t;UT�S O{Z 1cQ. QEOGhCA,t � 1�• � ��I�VIIV►� ��� 3, &OCATE ''I WALK CohINP-GTORS TO NN71z`{ PAPS ON CEiJTE4Z GP - `�'� �LY� �('ag 3i-Col'D. Cokz. r-oOTiwo W/ PEoesc.� \ 5� � !/2 � _O �,p Culyti FMR� 60VAMO, OWE 3'-0"#5'RE_23AR TI CD TO Yt�• 1 lAi V 1F v I fit CJr�1! cWo2 Goi_Y , I ss 7E p 7.andecapeArchitect/;=ite Planner sF �D. v ��� . n�✓ P.QBox 21, Granby, C mnecticut s , TEST HOLE DATA �ttt. -�, ► -�� � -o -� , AlUi ffiAl WFAIN (ri" IN 10-�" 5tpl;WE+d.K G-�Art�l wl . ,481�'t't1NG g P 3 1-D._`-vl, MIN _ � . pf`{Nt UN� 10 D{�1'Ar '�Jl' 2 zS.-,`��U� Or gll w . 'Down forces du five 6 ' to 8 ' deep test holes on TEST HOLE � �lT jr1p�S F�K t�►'G 1 7 tV y 27 July 1987. Mocarsky (Schoenhardt Architects) � ef�� Z22-C, CoNN. liTQ �'Dt�a41L �u =d r observed and recorded the following data : 0 ' - 6 ' STONY GRAVEL (2" TO 3" ROUND STONES) } � , TEST HOLE #1 - NO TOPSOIL. I 6 - 8 COARSE SAND. T�; uF6: �I, i;_-7 G.. I�CUND AEG SfTu�tVN 1�7.I\�JF�F2lt•iC COU ll�, �2 1 �y )yrM Lag ,, �- Apr--T NSrnal AO PKNSm� _ NY" Ho CUu ,Cln� 1 I :. NO WATER. � ' �' �" , 0 ' 6 ' STONY GRAVEL (2" TO 3" ROUND STONES r,' ` T413T '' _ - NO TOPSOIL. TEST HOLE ##4 �Y IJ �_" 1 �. �� ON ALA( r� - •oQO�,.. sa �" '-'PUN 6R �i r 6 8 COARSE SAND ' IuOV�lINCH l I l , , IPtt i to suecc - I NO WATER 0" 7 6" SANDY TOPSOIL. 1-W fr- 14 M _D vU$M- 6" - S ' SANDY GRAVEL. CtMUN� ,Ot NDT TD-- jt •G•d • 4 , •`� 1� TEST HOLE m2 S ' HARD PAN. �= I `- ffi_ G - MErI. Ik 171R.of I=izVq, G1�� a;'A!1~ 3rm[No "WC-ARit16 C M? e aA`-� t10 WATER. K4T t.�f'✓ 7tIPrN 2'/v ( ] �lt�L{C%, 0 2 `��..,` C• �` 0 ' - 6 ' STONY GRAVEL (2" TO 3" ROUND STONES) ' �� t IIa YAp 5 •' ~ �01 NO TOPSOIL. TEST HOLE #5 8 ' COARSE SAND. L 4 0 ' �1 //ff ,�,•, ;��{--� r�, l`// i ��A� A� fy�� p w V -- 0.�9 17. NO WATER. 0" - 6" DARK TOPSOIL. ��- -� j Z l •� l.la 6" - 6 ' STONY GRAVEL = ROUND RED STONE (1" TO 1-1/2") - DAMP. tii/G �TE� �t� AfWJ NO�WATER., D+ Z 19,4 It 0 \ -r kw%To Avoty rn�]ote �, 5 1zIG1IT'DI•-WA`( w Z - 'h� _ -8 (TOWN �a�m v�l� �` N O '760. `�o Ii1Lt•C 4 $hYC-) B �`� J ?fir o - N 0 V *� a � �t�ND lit ` � •;^ '., i.•.1-��.• - l`•. � i;Kt�'Q"G �\ i c'c' �\\ � 124Cv, �I' \ • \ � � `a Q U GUT ownwo � m, 11Q6V IC' t"A I:b t r ) �s _ � 15"i U Pep -. y -1 . , �' Ne+Ig � , '\ �Tu F.� ACe�� W_(V t3rr mac. 5_we i�U�- �TateM OJRa hr .� .� _ % `�\--'�"�� �. ,♦ 15� ��coiKT1m;E-K W II �tN( t �7 � . .,.. ,. ,. . �-� f�:lld5. 5�. �:"V+t " `!-. 600.a \ � � \ \ ` 7� •can .a ai sir 1 t' • w �r (rB �/ tsftt•f'� ..92 \ C3''10 g 100, t a .0..4 lat l6h. 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'r •� ,. i�7 0 ,: � � r-•f'"_ 0 .•••^-. �I i , •4• �G, ,�1• GrV� Vim ./• [ �` �4 / - I ca' tit c. .r. ttr.•i+.:Ii I• a 8C !' \ 1. . P/I: ! . k� 1 t: i.. � i _ `' Igo \ 1 � �.` sz`' arc=Ea�{::o �' .�'. , 19 ti hIL-1'�-TiolJ c�ilz�- -5�P �f" �� • ® _ �r,�` F• a c, ;? . td 1. 1'J.I _ ��til 1_,, �+ M i r� � +►, I . ., -_ 11 ,� r + 9 t3 , �'' •' ,-v, � ? , ...��' $ / b iIV Tli.`( �v/ ANNUAL . ANAL Ct TD PITG> r .0 3 . N 1?' is r i l I , t4 1 i,ot1ci t,. ti t'r��:!'-1 \ �. �._._. /�. 55$v ;, " \� �`. ` srpE ` :.'2ii t \� ' Vf V� .� �® ° `+• �. c" ,I.. .} 1 :L,iI: .-" �. 19c, I -'lea r9 ~-1 .\. , �0C%m T0*1W pGND, trK NON Eta - Iao,0. t GJA`!� ' NF` ;� / ,• �{t ( i TOFU. o. 741 N/1; tit ui e ll. Timothy 1�`. tl ,�:i n C? C „� \ 1Jt�DI'0 �1 f 9.• y {; . ' ��O '\fig \0 `�� ®e. :• �FNtD, r f N,f tN i.i.1 i aiii 1). ,yt1e l ku C). Clark Mtl1 l \.�Ct91'6 GJt7�Nj; Wht tG✓. ( 4` =� cV +- SZ`- �$ 9 , , `' /c •��� ;�( \�5• L ®• '# `' t ® i/ �o�� • felt- 6 . o j`, esJONAL 4rL 7 . t I: t-10leh V. Plowiek a G I ti - •' 'iP arm• z � GJ t�!/T' i f£ery L. & Mary K. Sl or7n 'ToA�It? n)rnNG AAA Iog tea• c' - �, 9¢-- ,1 ;gig'' v. �. '3 �``'.�i�` T, %'r1 �v DATE: I JUNK 9. N '1� Loi l 8, Moriarty i • ;. \ -�� � I� DRAWN BY: / y \ 1 s .s b $ y � "-•- / \ ...,�,,..w ® cgctRcr,� W.H.Q. 10. N/1± Donald 17. Constance S. Musgrave 1 Gt, l i rll f+�ft� a - - ,��,- ti - \ :.� • 11, (• V0UtN12AR"{ WOO'r O DKbM, �8,85ACRf,: OAYL ,� / ,�{ C' `y :d7Ai cT -IAINT L �� � PROJECT \ •' ` \ FfOM NUMBER : .8707 ll. N/L�` Brian b . & � .7u1ie K. Mark — l2 . N/[' Walter G. & Evelyn Foster � � � �` �c�r : ` �• � '�--- 13 . NIP viola j. wall � I �� `—I ����` - \ � �\ \\ � F WAT�N 8A ON �OR�5`f 1-OWN ©F `�UV WIKP7 LR 14 , N/I: Frank D. Molitiski \ � ` l � �'`'' - -'�rUNGI�� \` \ \ \ fB � wV v.J.WAW, f—= _— AMA �\ 2 Ni�1t�1> 1�11 Pam=, 17ATD 16 MAR 1561, l =46• LOT TOPO.G.. PLAN 15. N/� Ati -bony & Sandra L.. El i a `� ( �\ L f `\ `'� �� �� \ \\\ \ \ �� 16. NIP Joseph W. & Cheryl. A. Maddaluno �/ LINE 1`DIZ �W�I,-� �}aU�lP�� � PARCEL ��-�V�Q faP GRADING..:&, /� I G�jIC;U� pWN�RS M ARI% f0 P- AKC-A OF WT STORM DRAINAGE CDR lK r'0 I;R M-( HOOelf46 = AWX- .(5 AGR�S. . �-_ �•� \ � \ �. � � \\\/ s? 2. To�APft�t �� oN SURV�f, �� 1�u.Y �. ���. . 15 THF- 3. I XATI t�N C f 6F U�UEp TREE OAP GN n�I�D� Ll - I L — \ L UMt r L1Nf= l�cr�ts> p To Intro r ST VI�r101�15 f- N P� ZGt! T GT, W1ttC kt R#Y_ l k; U, -� MAP L -ND • \ / {'�tPC.E L IFhEI�`IC I'oR flN 5 LY- � P RUNCr� ���- • �\ � II I4 \ WRE WG� �WII ONT_It4 MOO TO (,ONvTiWCTICW. :�IN 90,W Wo12K ., Di0WdF_ W. Ir 1 _ \ _ _ —~ I�ANDfG/�PEP SNITS co�►rnr I� W� . Art, �-" co (APPI�vrC. 2.{ AC-)} t%A►+� �•fat•tp T� cr L.L.. �. �RADI NC9 Et-i��fATIDN✓ rd MCI OTMN A N IMUM 6V MPr 3: 12 �� \ ,.�'"' r ^ `�-.. �� \� .-igz� 5*l )r"tl,l(a G6Nrom w4i1 r U o (IMaICAMIN* FWW PIFECriMo�W+) \ '�,'..�(5b -- `� \ ��� ! ' 6bmrC0K INTK AL 2 � 6'0N 16C-T1XT W147r, OF RWY11�, �C1;4DR Plwr1 fw II u' h- - - -- - - - \ / ��� �} �p h p ram{� p/� y�/� /,q ff� �AU. PU 1 x1 '-� - 0 � P w4A,- F=R / ` \f� Ci •IgL.�_ f{�G�1�''��Y �i✓ +7'n 1 t[JM11 �t��' tll t�If�'� Ct�t fkU. pfzt,t�s. i'ARKiN6 = �"GU>Z ��lATIat (r-r p), t cwI✓ ArloN c� �N I RA I CI, Po flf:!�, RIB = ��>: �r �NDIP � �l��s, x w 5 \ L, �¢ �wWtUNIT�f (-fY�. r� AT AU, 0T1iW �N1�k' u a s / ® 7 _ x 5No�1 Iv�ci.f wl��r Ar�urnr� Gw�v �F� f� H 0 4 a ® L \ ` L--441111111-4 4em mtN�£� �f�` rzr) GJ 12� 1 l�API1 NOT N, ALL WW I-A�, �otJCRM. Q U ;,: �► .` . � � \ � \ �t•ARta)-I:}JD 5t3C}•1fJtJ 7 tr _ V15_ro o ed "Elder d.e r -� \ --- - WV10 ' FOP,5ft. rl . " -..rS. ;.... .. 4 *g' ♦ GA�"Gt► fIN Ih1 PftYT (a GOAI � I`1 ' FEtLt�i�WL`tIIF % - E •�ij C�,TGN t' aIN I�1 dt=- o{u s t n S r Vie: a s � \ \ �,8 x �I �, It, 5rlct EM t -s d� I'r - x _ c��� W NET DRA1I �WAI,I� Alec;TG tr PROTO-OMP �-f -6I1,AT1014 Z v co II i pa>zfl,; ®/) fWsnt G •l - sA\1r, A W/r.Kowl ff-MN6 �Nf[�bt-5 IN AL OFM4t � W1 IICr�htN nG13T�?l uiJ �I�AIL w 13 p o J� ® �® \ x '�••®-� STY LINT✓ G4NT cI LINT UtJis � f't 90'- c0d � ' t<PIAWT 6WT9Z, Co N.aDNGL ON �It: + WAT4R Q AT ItSTE✓RSK- 'k l W� T� er vt.1T1wa)j f TQ CcyhffvEfZ1U�TION I965 1�rft�!<IJQ J GttPa. VANC, fk�D/OK �II�T x v g 10 11 o,� K M� 10 R}aY AK IM FG� A M MAVAlNEv Uts(11, (i TK S U ,u LAND I x 1;MST of PRoPfvR lrnA`t Tf�MFoleAl�Y DF AU, a)14574404 � ALL 6� � ,�� sU AM NU( o - . . R ®® SToi�C� � 5T'a�F'!UN(a� �oT�' t�K IrR65Et�h6, I�Y� �T1tEU5ftt� ALt, �EstUtzt� hRt:.As p�f QZ��JtvE IfsDtCfttl✓D o A p co T�oN (FINS;6W j � P� L1. 1 Site Gradin I Drainage Plan *0-P � �� AIJP 1b W �pC-4fIGATINe-. 1 I =4 -O+' — �7l)II,QII`I(9 SETB/eGK LIN�1 (5a I�ot`trr ?�5►Pt= � IZ�K) 15 �{ __ �� To "M9 5WVTR-Ut VAT'VI iaci6TING 6uRl - 1• IP-C-) J pi,� --ro � T �T , t.l- Z.oP co �� � �IrAt2{ 1 ,PAIN ®ffiMRo m (� VW&, .e) '1. !'W{t'�k W, A AS tGD C�NST,� '(CN } V L3`f L:iC• -1�.VE`tCSQ 4T PGt1.ntV1?.1G o>i Cz�t ( c 1`IC�N. / SEE DRAWING 1-3 FOR SArttTARY SE\f4ER L P\•enUr4 w�f-RmRsJI✓Ni" C41I1 (N Sf 1xG DC�M�sTtc WPI-rER SEIZV ICI W t.EWD t UNl7i'�`( 5`{N t TlG flt� C'f c'E � 49WV� IGN � MAID � '�IdR TO MAP F ;SURR��1�D1�G PROPERTY. OWNERS. � TU � >�I�� {� �� �, s _r � {� T 1}JGL: PIvrJ tIGTroI~I.: rtt KI; , r tN CoNT�A,~1' go R NG u �OI� SNrSW DEIIT. - i�T O ! IQtJ if•{.- I7f�ftn� '�3Rt� '"/ft�it � WDR01� P�- = = 1ZI_ See XmAu,t-7.rp .'OSEPH MERRITT A CO , 2'� Piir: GONG• G�� _. `'•�. UNC7i✓-fUtZ ARC. ; N1f�I1JTftt1J �C� Ybt✓rATlol�t E~CzhN1E C11 '- �oFiN. �Ji•#� . "iYt'1;``Ckl(O'st"J , 64 10) LIP ARD Ie G b Pot R-i PIM sC Coh�R�- t�f�t liA`� or �I LT rI ITT R f F c ) oR A-$%ow i e�S (ci3 2 I flzk""�, � . r3,gl'� 9� z A. ,� d 1 t •� z d z f*w IN emu- w 0 •'.\ � � � �• NJtt't.fG ( „ � 2t�!fllC.la•-T1C7FJ �. � , %.3(0 R{C4oR{ •• h/1 MOO ! ��_ ' set ♦ �� 'p�� littow 4 buy , . \,_ , , .�\., �\'•. \ � 15.' - = ' - 1--- ® vJ / ' • �� \\\' •\ \ a ` \ rvs CALL 1 Ltd} r�E fC �: "" c .� .;i �-"' 1 \ \ \ \ ♦ \ \ \ •\\ _ _ • ;1 • rse rrw •• • w •• wr dose w� riiililr f yt 44 \ Y�if�rjtr`�e f aw r con LU • f P : , \. :� . . . - FtM!~ 6RhTfs L1�OfI {P P c� � w \ :-�\�,..� \ f IN �D GbIdL L-'-' �'�• '- Y° m D/A l M 249,`24" 4� aR Z LU EsB• ENFIELD SILT LOAM, 3-$$ A-4: >� I'»p« U WELL-DRAINED, HIGHLY ERODABLE. -f �, f ;,'• Q ®+ MEDIUM TEXTURED SILT, WITH 55-75$ �- \\ P - BLDfG. 7 •® �'" FINES (PASSING #200) . p ;• �_ .�1 : �G ` :® '"y ris► .J «..j �• _- .Q 2 TO 6#W6� U"• m' J * SILT LOAM 24"-30,r 'ti r SAND 6GRAVEL '+"w MgC MANCHESTER GRAVELLY SANDY LOAM, 1 ` ' ` • ' f <<. �1 \ . LU 3-15% A-2/4 : SOMEWHAT EXCESSIVELY DRAINED, SUBJECT TO EROSION, COARSE TEXTURED, 10-40% FINES r ,_ /` '�: ,-, I • �' Q = (PASSING #200) . LL SeA SCARBORO LOAM 0--3$ `; }-. ( ..._ ` j h• �'� �` , #+ - • fit WETLAND VERY } 3 LL POORLY DRAINED BLACK FINE SANDY ✓ /r♦ C J' - ; M =._:� � ) y tS _ ` •' � , LOAM, HIGH WATER TABLE, Ln AT OR NEAR. _ , ' �'`• "; �� p y� W C� THE SURFACE MOST OF THE TIME At 909, WI�TW o X �X'� .' %� ES G1�GK BALE.�3 F— 0 UNSUITABLE FOR DEVELOPMENT. �1 ti - �,,�i �••• m --��� K W (n . % - A Ha Bale Installation. at Catch Basins W 0 T TERRACE ESCARP •' , /•• _ !C{PRM' ay - - a ,.. '3 MENT$, SAND AND - l�. , . , • . . _ Z GRAVEL, 15$+; ON EDGE OF .•• 1 - _ •. ';�'%�j.' ).— .... DRA�INAGEWAY, VERY �'RODABLE, ':1L •, `' sf{ D, ` ••�' ` .� UNSUITABLE FOR DEVELOPMENT. f ;' �� ' , �� !` Q Esb ��_-_ w' . • .. • .i 1. �tW 15 Coe RIP_j; 4Ae ' '_'• P - • • - , .' • ' €`t ' , r . • - ;. ' ' \'' - 1• V. s •f . ' \\ .'� ` j ` / t Il L1J O O �, '.� ,i, a �, Q a t _ r,r-, `•``� *, - ._ •. `�• '• . �,. '' -- .. . • .• , �•. ,� c M .' . . . - \ Tr~MPoRAtN �br►.tG Rrx�u I R>~v PoR �t"�PI tom✓ ��� •,� _ -- �r^^Y1�f�. •• , -�.r ��- --•��� r' 'I ; �'t .1TIN6 .lAI GP t lyj Qi �y ►>+ �J r''"'.' '7 a. •\ \ t ^^rY-. ,r 'A ® N W (.fir C • . �`_. ;' `. r �TACI�ait f '~ t�0 �. I t �a , , r� \ raj l/LI 6pt�Y.1 _� a o I k O Cl J �.,Jam, '�`� • ' J`\`: -�, v w • ...� '! �tnA}i�.yt �oN'ttza. I�RRI+'� �-•' '�.• ': ,' ' �. ,'• `, . . ' ;/ __._. � � � o •Fy � UNt?1�TUR V A9 AS' MAI NTAIN.Add,Mt;% Yt6GfAT1CN ,� `� �'� '•', a' � �' >r !��- . � f o ,~ moy :�`' �fl U+wNi4R�; �IP{� G-t�t�� 5� .,, ��� \ .�. ': `' • . '®®��\ `� i ®;�' ' • ' • - ••�•� 1\ � , • ' o d0•� trYC}1 -I"o v r t_) ` .. \ ry -` _ �► ► ,,'g -- :Q: I o a �' • . �\�`� •,'♦, \ � t-CAtZ1✓D AND�!' � �P � � LANT t�Y tloT IN GoNTRAG't' 131a ` �� 'Z. 7. \\ r. A AG>>;R 906KOM `AuTum� I-Ah�` 7 - 'Iz"Cta L 2.1 Landscaping . Plan, � P / 3 3i-•--r----r•-� p� av o • QUERt:U� P�i•USTRIG PI fd 0,4K 7 3-3'li`Cat �I �iIYEG.REA: 4,tD5 P.GIzFyi/202t55�-GiF • • IY� htiAt JVG, eALGATA 11510,59I N Gf� F_Af LrF 1.4- N.-2 rAL sa. IMPEINIDU� • • • • "'• • P P114LAS OWCeL1S /W H(TE (like LQ I (o•�' ht,. l3Ul LDIF-IC�3 z3 ��� � straw bale , rzop.o� a4,0005r KEvrsl=a , L WAIrK� 7 e,50 5 r- DA7 E I I A0/87 � � � �vo�l`fMU�� pd,A1U� GOIUU'AG�4%Conn;�GT ��'� P.t�t1 � 2`�i-3' I7•t- _ r trench 1. Excavate a trench stake 2 Place and stake DRAWN BY Pt'Tlllt� X-lN11�tZ1+l.EDIA I.INWooD G•ap'�>`oRst�iilA 16 2�Z 3 ht. o/o of IMPEIZVIOU� �iT� AAREA= 27% rr Vitls ; . ,• ,• - Au. 1> Tee RIAi. uv v IN S CoNDmat, (,I. P yR�a v. 4 deep and the straw ba s width of a straw binding II1(' two stakes per N�eER 6707 wire or • 11 .• ♦ 51Te Ih t,-ID-f {..CX.A ED WiTNIIJ IDOYR i-LC7C7D ZLJt�JC. bale. �• yl y � bal e.. �'•, �. • t' width of ba a twine` � • sill 1. Set ' =. '' • posts and Ia 2. Staple the t:..•.r. .`;` '�� . SITE PLAN; ' - • .', Pasts '� excavate a 6"x6" Wire •—.,�.� � wire mesh � , r � ... ,• f GR�' , , 1.,rtARDl�I 1-fM 8yK ' trench, set post fencing 1 r, fencing to , #Lt NM 1*5. ?� 2AW, 4W LIB• oK �jr {� `' " ��� j a � PLANTING-.: • r Angle 100 ,, downslo e. + �I . _ AOMfb F01=0IC'U141RPg. upslope for p � k end post. �• w � ; �f2t55�R`CONTROL GU t fN stability and "' ` ET`ATLS. imm, G!L• �,Al I+ self cleaning. r 2 r*,OAVF 4WI s, fvRT , ' 100° I ' packed �� . d'h •C� � Pht03.fTh1G `� _ compacted L2 _ »i, 4;a" ,tT4i W4 -Caa✓• iwet•L "� ' •; :'r: �� 111�Iit�lh� ��' ����= tll �(!je ttl =111 tt straw. 3. Wedge loose straw backfill 4. Backfil l and M vx x4 sA•� t ��— ® � =11I Ott I=tll �;�= ►�1 12`' m;n. rl between bales tb compact the %b ' �taGGSi lJI: 1 =It w��, - ,::Inl 3 ttl l an t;� ® � • tiilt�li�fk'r. ►� ' depth -=tlltt;=t; I_„t. ._ .._.. _�.____� create a continuous excavated sail 2" ; c'woo, `0R I N" - cpu, I' �o ` w ® � r v'V '' rilesItss as shown on the f barrier. N Rat — g 1� 't,t '� ` t� �� �� 1 the barrier to U o 6 DKW STONE , „SI prevent piping, Filter t 3. Attach fi l ter fabric •, 4. Backfi l l the •ti.�`', '' ' Fabric to the wire fencing 9 t trench and f • ; �:'�t'' ' and extend it to • - ('-8" ' � compact the .A Maw Vva I the trench. ( excavated soil . — • 1 '• ~• G i Compacted Backfill . �,• - t1� 1�Alfl� �2.�, .�, .�. � ,t3 Mint c�Ilf-�r�M • ►'E I , .1 • ro ul� a� "CoKN Icvt' G-vlol'.uN� �� �dI(. =III=►�i { , : )!I- I a L A n I t j 1 t}= I -»1I1=t►I J j jlf~J ' �j l ii!' U. Q D _�.• G�GhlL�t-k � 5>us✓1M� COK'CRG�-, Ccrw- ca3NGL �N 50tc. ?� 1! I -_ _ Q a V�prTl<K C�4 KgATIOhI, 15 5,f� AMPJDED, IN %SPrr_T qF_ =1 I I{ ' f 111•- III111 -llt Il l=!!II : 4!1 t- ( ( En GA i80['@ #•-. .._ Atl'Otl aC� ti�CSI GNs- !I I Ir I• f r N yt t I z Bottom of Dra i nageway r�bl 1j I�l► �; G tt so Lrl PLA� p j� • •' • • `�'�'6t I) I I f MOTTO ( ......r...__ AugVW i OF U) � A w.a.Y . --Dyl4ltts.t"�+lt� v \ wry f✓ • 'r .•• -- I > .k,,.• ;l�iji''1 ,• 1g v���;St •``..d► ELEVATION �} . • 1i.►i". ,. , . , ' ,err. Points 'A' should be higher °a � f',;•;s. � ,�,�:� :I`>tli'i�. , �' . �� y w � .� w ..r-�'`� Elevation. Points A than point 'B' , - ;•...' ' 4 - should be higher that, PLAN VIEW ' kM •" Points is B. NOT 'rD yCAL6 - .•-- 40TV a 0 cc E� �✓< rvrl II FI yl e�5 ml WI PFFIlrAl 3� SZS .�1cB S w............ ,. •��• f/83- 7B 5 CB 7 �•• . ................................i..� c'.. #7 _--- i Cat�8 3, S9 P ,b % I q C'OiYST�Pu� 7 / Ca3 1 cos 3 ti _ 1 MAII � •• Illlif� ii�• � I,(:::$ l L4.2 Pavement Patching Detail C� Foster Road No Sca le INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR SMALL CALL 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON GROUND. 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I "r �� � _• t ; } • - i ,. .. i f f i i. , _ i l-. • Z -f , - - - ! it -- -• - -t ... :- - ... .. � t .C•-� � - - i i -i . _ -... ., t I i t 1 W f 1- I .'3 -•-'. - t f r EE 1 1• t i t - 1 1. _I -__i I i -• } } i - : w" , r . ' _ _ t • t 3 t t r - t j•• r I i - s r` , i.. " I - t r 1 r NO. 1 265-PIAN PROFILE PLATE A "CLEARPP,INT PAPEP• CO." MADE IN U,S-A. t,atfl���/.„// j 2 2 , C , y ��R,u11 tE I W U � cJ•) w w Z Z N O U J J J U-i Z � w O J W L.L � w cl� �O O W� Z Z Ln i }<- Z W � Lu o0 Ili ...•...i:L' I C. & �' r / STo/,'iy r S.4�Y. Z,4 rry i DATE / — /-2 - 8,5� DRAWN BY IVITG PROJECT NUMBER v PLAN AND PROFI LE SANITARY SEWER L I'� I 7 T U 7 33jw f-�-r �-r x U o m tJ7 e- tJ7 W O x -� T r •r. a U z Q tp1.1C R.RF tV4 N/F FOSTER + 1 4" ��t�D WINDSOR _ y M pa�>� ' ROW TOWN OF SOUTH WINDS N �D s� N S ,� � 50 (0000 51°0' r IN \ , � MUI�'ITYj' BLDG. 17F LING HT I +:i� �S' ��, �\ �� �� ��✓/ } ' 1 TYPE PT o� . � •-` , � � , ,- � � ' � . ) XIST. H'� S>�;' S 28 � 9 - rn IN 2� P \ H ® T'-(F �� WiM,A�Ul,NALAr,5 p Iv' .>E 81522E b ( as 4Y; `® rl,, PT \P o Ci:- C�pAR/, f`t P I tAhf Dl ALA • f ` rs. �N vi 66 ®� % pl ��7% 14 -n Lim 1 i� .� o k�i.�i �� X , I1.� j ®lam �' i \ % , ` 1PT lob V Pr GLsR-b 0 3Co-I5r' ac Zs� 1 5Z,32 �8 09 1 \\\ �`• 1'.�GIE% 3 I. / tilv��sio'27"!~� �(aD�gLlr�'� 5Q- g 991 I . {T ��) I I COI.)C FTG . SMH m N /F WALL } .TYPE 5 LIGHT -� �'- 7 r � r 1 r--7 l / N/FM TOWN OF SOUTH WINDSOR *vr IRON F10 ,4T' �po� -( Cot�tJ ` 0 6 fs J Co - � NyIS, r (V iZP RAi' K uaT�T .5�': -{P_ CON eTV-5 W AT ! K i ZONING INFORMATION ICUT ZONING REGULATIONS - ZONING INFORMATION PER TOWN OF SOUTH WINDSOR CONNECT CURRENT COPY USE DISTRICT: RR RURAL RESIDENTIAL PROPOSED USE: RENTAL ELDERLY HOUSING PROPOSED N0. OF UNITS: 40 REQUIRED ALLOWABLE ACTUAL �- ----- 1 LOT AREA 4.. G5 ACRES 2 ACRES 2000 SF M'I N/ MIN/UNIT - 50 FT 50 FT MIN �. �+ FRONT YARD 25 FT 25 FT MIN t SIDE YARD REAR YARD 25 FT 25 25 100 FT FT MIN MIN ON PUBLIC ST L.lJ V FRONTAGE 2FT 1 2 MAX BUILDING STORIES 12 FT 30 FT MAX W BUILDING HEIGHT 46 (42 + 4 H.C.) 10 - *1/4 PER DWELLING UNIT Z PARKING TX & EA ;,I�i-t_ *PLANNING& ZONINGM UP TO 1 PER DWELLING UNIT. W LBO Z OF S �1 -127 /EASE 0 rE TfkA5H "ENCLo5URE STAN LEY 4Y.5 MOts'rISE . 41 � p `./ y,"♦./ �$-iaCCo BOARD WID-rH5) GATE- 2.7!4W GATE - -4-7 4 FULL wiDE THROW 0 p _ N (TYP) (� �3 H[NGE' 71-7q 8P. - � J � vJD• CAP SHOW0 64 T -- 'i Sd_e3 E P-Al1�1TJiD -- Q Q) W' HED� _ — — — -- (-?-PER GATE) oii � W ° Q r { - W z ,+ 2 4 o I -- --- —f to a, - s✓ _4 V ' r- �T°i��) 2x4 DIAGONAL { 4 4 ,En � BRACE C�YF� o .x • c,ATE j ::I 1-L' I x 4 w D. CAP rw r-ATE ONLY :D her*%_ LATCH '' 124 `— �I � Q ' cn u�, cn �o CO N e PEA G^T L) -�'--- (TYP.i � - .. W �. PLA-it � (L) :E 0 i, �,� 4 r_4 o 00 V) d = oz GAVE LATCH L.00A-rjoN AS REQ'O. W a +O N � 5ECTIOW -TRASH ENCLOSURE &ALA 1� ItSR�t�g / w" A Iry Wj FA\liN6 rLA � pair u�� C�` wires) { U.OSUt i o.'7 * kaJusT Q W = Lot , Z Lu _IIa o �PAtiIaT>ua- �� - - - ----_------�- _... - - - ton.�r-is7 C.4P5 � OGND ` 1 � _ ti2 x 1S .t•%1� C��-- t 1p fd\AiGrt �—: • � i � F - a �}�!r � ,Lis, 4'4F COfYNF�!f'�� ARCy�IF cG�? ak � lice O j _Ya%ram Pl�o• 73 �``�,',,,`,�. DATE: ! -IUI�E DRAWN BY:JI•�SfWH� PROJECT NUMBER: 5707 PLOT PLAN_ ,6il'� I_A�aur 5I �. m"rA Its L 1 G �+, l .1/ •� I`Gi mil Y �-. Ln ` 7 m (I, vo.3� S —T-tPf®SIT. catyc pay- U "' ` - ----�---- \ - F , F%ti11 i t" �>I f= t-i vr;' ` A/VD4/Z. Op A 38 LEGEND. D `� �arnP �iD�wp: K e t t2 �4a1'F U 0 ` -fkF' GJE�6 1-o MATC 4 _ o •� "Tate IrIG'If-i� 1 ;,' a " 'C. Z �-a 5 ® SAN MN ®ce �-Tc� wa-T�rz ca-rcl �h►N -'�ar� 1�60 tt It it FH �► plzl NcI PAI- STf�Ka I� PO►N� TEST HOLE DATA: Town forces dug five 6' to 8' deep test holes on TEST HOLE 7#3 27 July 1987. Mocarsky (Schoenhardt Architects) observed and recorded the following data: 0' - 6' STONY GRAVEL (2" TO 3" ROUND STONES) - NO TOPSOIL. TEST HOLE #1 6' - 8' COARSE SAND. , NO WATER. " 0' - 6' STONY GRAVEL (2" TO 3" ROUND STONES) - NO TOPSOIL. TEST HOLE #4 6' - 8' COARSE SAND NO WATER 0" - 6" SANDY TOPSOIL. 6" - 5' SANDY.GRAVEL. TEST HOLE #2 5' HARD PAN. 140 WATER. 0' - 6' STONY GRAVEL (2" TO 3" ROUND STONES) - NO TOPSOIL. TEST HOLE tt5 0' - 8' COARSE SAND. NO WATER. 0" - 6" DARK -TOPSOIL. 6" - 6' STONY GRAVEL - ROUND RED STONE (1" { /�-C• �JI-oFtG White TO 1-1/2-11) - DAMP. Atza4�r-_ AJP/Y u NO WATER. I TKef%, i CGS/ iKalE AU. #fit ,5H. SAVP- Am-f 4 TiZ60a SAYS Pa(,I�T1NG �1G:NN3; WA�t-d. taa`�fr- OAMAu. ---- Guv1GRT m k G�NTiNUorr 'f�R�KAR( �+h1ta•�l•CbhtIT�L p,�1�I�R i\ % �. j .SURROUNDING PROPERTIES: ! N = l �. LOT; # OWNER 1. N/F John Francis Reichle 2. N/F William E. .& Miriam K. Keith 3. N/F Syril D. & Irene L. Bragg 4. N/F Helen Dollak 5. N/1; 'Bruce A. & Timothy * B`. Hassan O 6. N/F William D. & Lynette 0. Clark . MH- 7. N/F Helen V. Nowicki 8. N/F Jeffery L. & Mary K. Sloan 9. N/F Lois B. Moriarty 10. N%F Donald P. & Constance S. Musgrave 11 N/F Brian D & Julie K Mark To A\0I9 4)-C'tz NG Mho 9: ram. Jul µTAtN - �-� ��I_d��_ MIN. /MINI U1V� !O.'➢1�A1� ,��GYI� � � 2 ,�/'���(� t� • 1. to-0 ROff-OLAW? AU, r ¢ IoN Au apt f:,7A ;! t� NMMLA `;XoFV_1 Nor TO �; t•2o fir- l�rz") MtN. 5101= IN DIi2. or- �t any GR SWAt Es` i ^r �fitYd+INaIY .f1rJi' t� 7NPrN 2% � . l�tr�1.{C� •�'• . q - PFrM TO -VOC-RAM uas to �.cno ,~ 0.19 F-1. Cap) W/F For�f E1r - 5p' �'IGIiT• ©�• WA•i VV 124&.11, •r SIT. U P Gt�RB �R GWG Z22-c, CctSN.l�'�rb �a�IL zi,4 ,i'��� lJ• ITI L I.3 • �Tc�wuoU� �G. l �t� r� je� DNp►� F r-z5Sn -leb.5 • iP�S- \ � \ \ �4R•SAvt�� Tt{ 1 \ \ •IPG.S .07.o 87•0. 6 Y 4 H��j• \\ fey • ' �� \ - / \ �\ ,�� ��� ?{' \ \ 'ley -e7.r f '•'�q \ '�'� \ ,3 t to Y. 9 1 \ \ \ 1 ,` o \ mt lSb � M!r 3.2 „ • f 4r,1e z5 � < -7 0 4J o A Q � V) %D aj o ` x � � U) M C14 .0 j D: cl 00 cn Ln cn w t� Ull D t�DR iFi:�11DE ' - ,0ti� � ; r4 rr _'t .Y� MtL-f W/ AfSNt, A ;�M . fZ /r� "' 1V� pltCH "KKi� �oi`1�MlN.t-l✓Y. jgb.o %Iiu pt 1 - o. 74I� �u t Fr `�wzt ` �' N� i8.85 pGRI✓ i�tf =t, 12. N/F Walter G. & ,Evelyn Foster j ` l : -- �� � \ \\ \\ 1 A�!�U( -C� � rov'IN or 6xi-h NwD5� n Qm �ls I f5A� 014 TOWN 'OF 1500fl� WINp�R 13, N/F Viola J. Wall i � \ _/ �` \� �� \ \ 14. N/F Frank D. Molinski (-`� \ \ 1 15.- N/F Anthony & Sandra L. Elia s v.�•Wart. \� f ��� L` ` f` ~� �' ��\�� �\ / /�2 Nt�IN R1N� �Pi, 17ATW 16MAR1557, 1`=46, 1~4'C 16. N/F Joseph W.,& Cheryl A. Maddaluno I - WN56FOK F,.VM'i W6 NC � PARC L KV1:0 fbQ (b _ / . \ \�\ \'/� f -!ICUE) OWNK15 M A96 Pf?oF05SP, MeA OF VT 9 �\ .� \ \ \ \ %K Vvr, t'h � -`i NVU-ziNC = ArflROX . -t. (O5 A69�. 2 Il \ \ \ ��' _ -- ~'— \� CONTI4r 1,1*(T uN� t5THe 12AI -9 3 M 1567, Wi Kf-FI✓fNC&. . I a*( oN C-f 6F,UXTD TfZEB�l J�EN rl �+ I�- `( MAP L r?SD l L� 1 �\ `/� \ / � RGEZ 12 ER•y�p FD�Z aNl�i S - `� -- -- - J G�N7 AGi' Urinli LINE AKTF,14W To �k IN70 rol�FMR gr �I�rriDi i�tNa P� ARGI+I T C.1~, WtfIGH lZ [7f{ IN REAR VOW ➢R„4it Air,, 80 i�z� �i l�iCf}TIoN F�IUI� io CoNST �c�"lOf . /� I#AbIDIGAPI P UNITS cap• owrotz I5 1JAI� rbR AN-( 3 1-2' \ I �ra.�P T�+� °Jc, l..c..^ �. G*APIR6 $ �t �iktlaNS To M�tIc 3RtN IV lMIMUM �5TAt4P 6twotcA-irk row mrcricKOVF-A") \ / f `r ^ -` �`'~11 `�� /9 '�t9,y_ E;KV�r iN6 CdWDUR t.A� r� �'� --- -�--. , 92aPv �Nra�I� urcG� �°�iTGUK lN1YAG = 2� CINIrG1C�'� lPi Q i1�tIIT4oR PINIiI= -� a •Im.0 ftm:'vq SPOT Fi.l VATie)W (HP= Him fbiwr) _ . -- — �,rA70i Cr rp}. I~��rATION oP r_N 1 Pow ,\ ,� •. / ,'/ /! �/ - Col l= Ct�K ; �u, >�z►�c-� pr�R�ctNb = a�K� �►J�I, i �' -PPS �T' 1}.4ND1G�P 1�11 Ufd(TS `- -Pf W8rWI✓ Off1T1W IIANU1C �pl✓P R A GcVv�UN IT�f3LL�a, F--s-� 0 % i x SNOW .f+M>>UrLf WI# A urnr�1G Gt vas A> I fi a 4 o jam/ \ a---��- 1%� ro Q, ed Eider �t L-r \ �, \ �.u--�, �src� vl�tN�I✓ � " f�) � i�� 1� P�kl* Not r�#. �:, y �, , ;.. ,. _ Q /i/ • \ \ r=caa - ate y�utas .,'9 r . D -—GAiG4t (F.�l N IN P/kY�M'1"oR SII.TtFTI�i� ATk0N RAN A� t�l�Wt,-(3i`AFxlt% i, Housn Site u� ` ......... 54�0 ��2 0 /�� k Ll ,%aTc�l I nt IN dRA� N p15iUft P kR ' �U. �1"�KPl1 tom, �C T S+li�t R't Did r - -�- 2$�38 r\ � NET 'Dr�aw�— Ag: V >� >Kot1:0r� f!rf •61LTATto�t 13 �q ��) c►yr►� Tizl - sA�t� > rr�r.T w�SNavJ ur1G G bLS IN Aao•RDA� w/ GbNN iiGUT 6UIPl<uN� �R �It. 1AWT CDtS11ZoL, �Nrl. I.oUNGf. GN AIL Wi4 . j © 5I✓PiItge, G,owwT LIMIT L B (F_�� I / AT I�1T�R5 iIC W��OSTIcR ST I;NSRr4NC�} j �I -rp �YPcT10t� f0t35, hMEt�I D. Gi1 K / /DK SILT 0 11 o q K ! BAST a I"I�4P�fiT�( lU 't fY K "i�MPoRA�.i t�� -ro �A1� fN fe MvAiNFA om CAUma A N X 5T �Tac-�PluN DT .T > g DF AU, C WV44(CA � ALL 6W-.5 4 � AP•- 1 xt • R � A � .� L1.1 Site Gradin I Drainage Plan � G) Ti- Rcnloh4, � u 6> n04 (flM., lW �-v�'I�UStiF➢. AL QI��I�MD hR1✓AS Not �,N1� IND1at�D -P 15 i t = 40-o f3U11.DtNr'9 5�T1'.h4C.K LINE (o FK�Nrr 1 � GIX1?P A0 � To ~ W -470 tflGATI09'=- - _ � To "Nv 6*Dmb__4 WIT 1 Pulor(46 S)RPACaG . 1- It ►J P t -To 3E &vF-i A-•'f PL-•1-. FPS Z>FEt2T,� 1�kti I T_AK-( r--R IN 14 0 MRat E E 1�- ( e � � ) 7. �Wfl'tlSPd- AP�AS 91S0 A CdN5t1ZuGC'ECN Mf_ "l0 Z. SEE DRAWING 1-3 FOR SANITARY SEWER F__A� e 3UT' q- -T MFOrAW "A"MaJr CWFOL 1?,4WI"- (tLA-i o W/f�- QW_r C,V R (m �Fmt46 = m SAP OF SURROUNDING PROPERTY DAM 1~ S� I c Vy R T E 1Z S� R �1 tC tr --. `�1 ZAiJD `( 5'�� �t G � � APW rOMQ,0110 1 � CAI W60 Pff �ZIOP• •t�0 N 11.1GL, D At1.t�tal< p�rz no r ttt - 200pY on Fi�tTUKi1 1 1�IC-�, NOr IN COMTF'Aq'. lO CuRt3il�1G . u5� FDA 51�(OW (7Et lT. X3 NDJ i��F HOLE t ocxrif�►.t t i �. = I7f<{tt '(A ,rr t� C�V+ 1a� � Vm F" P0A(5-_-- t lo:;EP$; MPIR,rr ti cn — G�iG1. - >7 rAa, L1 (o QV C7. d' • 1 D w U U CI) Z W Z N O U U W Z 0 LU- X �(D ce 4. LL L/) LU p� o c Ln c •'off-' .L O Z Fes— Z w LU (n D - W � o0 5 T aj v a W ro W F to 0 -3 .rl C V-) m O (1)0-H j •� lD JG w En ry) U � 301 Q 4-J tQy, �-{ r-t Q 0 t-t U �, r-1 P4 (A N (n r�0 10 10 10 N • r-r orJ . w W V-+ 3 %.0 F: 17 I ;�t1E�SC fSEb REVISF_D 1 tZ�E DATE:II/?01S-7 DRAWN BY: PROJECT NUMBER : &707 TOPOG. PLAN GRADING &. STORM DRAINAGE vj N x 'G U w a U Q � s fi z w o r x U r f�K1715TUw , Y of R A I1,A VAII'.1T/�IIJ $4 96 Gl'AT Pc R`f PIMEI.IT C"d, t. RfjliA� BAd E try 1 .. p . MP AROOMP 61?A Gam• �p,RT DY yllxI fry �'ENGE� -{ Gs , rQj} +� 2 oR A5 SHOW fJ • •� O N H _Xi' f*Wff- fN fqw, •• : ( 1 rA, ImI &- , • . \ \ \ \ \ \ \ \`` \ - \ ♦ (�/• ter' Y ► ` ,\ � - _ 777,701 771 Tg 77 W1Nr* 6F N LU I' - O 1' P n• 'a `\'\ \� \ , .' \ \` \ ••�` \\ \�l �•l.o1N lNVtRI" '., 3 0K*,oI AMA Uj ),ea t \ \ \ • \ \ \\�\ \'' ' \ ` I N�KCED GOB b o' ' 69ATIa f RON {PEr .� t. - - • • , �"'>e..r�. ` \ ` \` ___• ___• r .. i� WM, L5M t49, 2k° 20 Z Z SOILS TYPE'.... ..,�oR: LLJ ESB ENFIELD SILT :LOAM 3-8 WELL -DRAINED, HIGHLY ERODABLE. =1i � .•+` \ ` \ \\\ �� ��,9 G tt---- MEDIUM TEXTURED SILT, WITH 55- s FINES PASSING n 75 0 \•. \,\\ aft - �'-�. U • SILT LOAM 24 -30 �' _� • • _ _ - / / 2 - ,.\ .. \ ,` \\. '\',\- \ , s•,,, �„ SAND & GRAVEL . ' - / \ ;, �� ` �'': `� \ �• \ `� '`'� ;-F,ti�"+•=''`; • ' J J MgC MANCHESTER GRAVELLY m /'• = �- / \• r E, �• " ; :•�\\ \\;\SEa:P�i�LtCTtii.: ^.J C� AVELLY SANDY LOAM, • \ _ '! \\ \� l ' 1 W 3-15 o A-2/4 . SOMEWHAT rli _ '.i • . < :© +\ \ \Y ..:.•..i t. ,."'' EXCESSIVELY' 1. f / • �'• �� \ ` ` ,,•"S"' ' _ T DRAINED, SUBJECT TOEROSION, COARSE �- - •� A •, \ \- S E TEXTURED, 7 0-40� F } o- / , M �• ., -� .. ='" INES - \•' - M • F \ \�* �' _ G•., r .'�., i. +..., W (PASSING #200) . • : r • : a :w 1 h,- SeA SCARBORO LOAM 0 -3b f :, r M \. \y 1� ® i oW C� WETLAND VERY is C GGp%kQ• .)=; �': _ , Q POORLY DRAINED BLACK FINE SANDY ' ' ' ✓• j `` ` •tl \y , LOAM, HIGH WATER TABLE, AT OR NEAR. ,5\M• _ M ,, �� rs J .� �, U. THE SURFACE MOST OF THE TIME -� _ C'3 -«' ' til is1, l S 4 '� -.•� LL UNSUITABLE FOR DEVELOPMENT. ,, 1t• _- i- A /� 0 :; Ln Tq TERRACE ES ��.; �• '\ � .= :•. ��' •:,, ANCROR. � TH a ZX21`X31 W CARPMENTS, SAND AND . , �` ; ,• A •+ - --� �Y�ES MAC 105 LF.. . GRAVEL, 15g+; ON EDGE OF !'1s� ..••, ''` ! , • �'; - O DRAINAGEWAY, VERY ERObABLE _ `,- p't I F �P ''` •,: • L2.S Hay Bale Installation. UNSUITABLE . ' . . ,. ' ; • at Catch Basins SUITABLE FOR DEVELOPMENT. SAD G /1 °'� "`L N�f To �.+�+.� Ce ce P • - }-- • - ..�' �:• , •. ` . ,� e ,'; - -f , �• :.tt ! �r�ts•�✓D �roLi� SIP -RAP 2-�"� Cn � �-: •.,`� 'S ��, , Q M �r rt ST c•,F_ �i FIL,Aee s..,w/ 0 �r-'"l�' '. n: • •' Q` M - iI N+Pcf�AI`{ VI1JC R�IRr=D For, �itf- Ilf,Ihi. `(if1� •9" C.G. R•L„ � .cx `n'<xxc-coccr C.4, '�. \ \( .. y A `�' i }�KaIAI'-C1�� 13 I.S ). t �- -�✓ �-'�/� �r,� \ ;\ \ .� L t� �-sf �'� \�' i7' �/1•+' �J��«v C(�(' 4a' �'o `_a%! r Q ■r�l�r! �M1Z� �71M�T' CoNTl�ofr {'agleKl .,%�'� - \\ \ "' \ � \ \ : � • ' • • � • , � ?•/ � �i (rr>- i,ti5) �: ` \ ` F • - �, 5 :� • \. ¢ x L)W)5TU1�� W ARrA5 • Mai NTA1N Au, Ma 2TI5 Vr6KTATIoN �.� \ ` \ _ ,•, �,� • ' �►!� �• 2°`�a_ It w ' 1D 1l1VMrtiZeAh; Fi� Gfi�►i 5 \� `�\�=f \ `y �►�� �- , ' • 1' _ o * G r F ILD a) 10 01 \ \ \ ,�IfIFtlNsfllaifl _ O al U �• •' \`` \\ a °� �' W v ••G � i- Al�1T l �T NO IN GO N TKAOr pip) ;� • \ `\\\ ` �� \ y �►i2eD �p �T � 3 �" ,� � N +cs-r y�eu wr> s+z1; + ` \\� ' \ i�lP I f� T-04 � w b o ® A;z Ro�RM +Auuh� R�' /��> -, .,z++ L2.1 Lar:cca In :Plan 00. G2Ui%Rtx I P4USTI 1 PIN OAK , '• III � av-o Nar-roaxAt,� •.. \ ,,,, 7 3-3/z rat �IL� •-�� � • MITI; D.2EP• : 4.65, AGRF�/ ?_02, 55a-�i< tzx�. tt. )rip ts`•r u \ IMU)a eACGATAI 6If591A►A CR eAf`T Lr-_ ttJc�l�itaw •, !4 I%i-2" CaL I MPER\/IOu� AREA• = a `. (P; i'lt1Ur� �ailZ -is %WHI E I'EN 20 (0-8' i�t. e�ul�DltJCx� 013 coo5F E: BOA-fMUC, pd V* COAMCTA/40MfALT' W N'G eo,H 32. 2'1i-3' lt. A , E5505r straw bale d • _ .' ' �� �F�JfTH (A X- INT�RI�.D I A ' 1.I t�wpoD GO-I� •� 1=oR�YM (A 16 2'�i-3` ht, 54, eso 5F REV15F-D 1/la/ - • s • "/o OF IMPERVIouai SITI_ AI_F..,a. = 27% trench stake [DATE: t f/zo�B57 .. •. . + - Af,L. MA�IAL DEt4gi5-i5e I+s �UNV GoNDf110N LLS P Eu1�� P � 1. Excavate a trench 2. Place and stake 4" deep and the binding � straw bales, +, DRAWN BY � ! 51T1: 1� WO-r !-CX�A.��p wliNl}~J I0o YR �LCX7D ZUf.lE Width of a Straw g I) r R PRCUECT two stakes per ', wire or , , r ,. bale.. NUMBER: 8�07 width of ba a bale. twine "" Irl • . I . Set posts and a 2. Staple e the ' •«'°' ' ,. t Posts �I excavate `a 6"x6rr I s•..•.r. lj' ..: �:��;; :�•+ LEROM Wire -..._ Wire rep mesh 1, E{ trench L�N12R•� 2° I?Ihhn, b ,set post 1 r , wSITR :. 4b� fi�CXlGN t�1d�. • �2owlIOF- L Angle 10fencing fencingz ° , .r,f, �., I downslope. f,. to 'j A 21N� W0 SFKED ,, upslope .for r end post. i� r 24 stability l i t >f..�. - � and 3 ` t�TAILS self cleaning. , •• }fFt� li7l�t'�1 F ITV 2 .. '� 1� +�i ,R} i�l�t ✓� r f`+••4'r 1il��f,� � .,! � 4 �fl 1 f t I ; (c�1L 2'h C?k.a�['Si4iyRsiE6EfffRtf��. 9C1FiClf�: 00� 'tFs3�4iDtNCCQaF.T.Cc-e>�-ti�tw�u. �,..,.•: ;•,,-�. ;•r--•=�•, packed 4 ll�rb "iC�W�'l�+► _ �, , t _ tit I ' - strawy , 3. Wedge loose straw compacted • r �. Ma .®i EIt=(tt rl to 11 �► t 1►�- y =III =rl f 9 4. Backt:ill and L2 r ,�' !, '%TlG;1tBI=#r �s t 12 min. Ill=r►rM, t11�t �j between bale backfi11 2x21R a 9i�rl _ �# W�0 r Rr4a ml,4f t2 c 1 w �' 1 .: l _ , l7RtV 1qU, sRO1;r_—N or `.excavated soil y I t� 1 I '+ _ __ _ create a continuous compact the r� +� =r�i r depth -tiff{�=1+ �l ��I tip plan hr� . 5 t0 as shown on the' z 1b�• I i 1� r)tr,, Ill'sI barrier. �' 6"GKetd 5torfF I , Cj ri� ' �1 r11 uphill side of `� go in r.► ,I li �' 'i�i'►�I1' the barrier to ; N i I' 3. Attach filter fabric 4. Backfil1 the •.�:1 �� r;�, ,! r'�,.� prevent piping. Fabric I to the wire fencing ,LU r and extend it to i' trench and ,1 I'► .�`!''• ' - . ll�' compact the •• ,1 • r: r-- the trench • 'F ,,: ! excavated soil..,° ��W��� G� # � 1 � � � � � - exc Cam acted t. .... pp hE icy L2.� �, •-1 •5 ML4 6 Nrf:b M - I Back t 1 T�i� � 5�z�hi^t-rT CoNTRd-," CcwI- oour�u� ot� SOIL � rs) _la i! {I�rrr r�l' Alt � !1f �f Jt.t=r'ltt:�t •l°�lin` —Q�I�_ouIFaT� rI WATM CoW-;5K\k4IC15155;A� AMWDe0j !N LL YffinZlkt '1 ! , -I+1�til _fart•- N _ Bottom of - Drainageway - d : I , t Y • ;'J::� If �,r,I�rla i .,I.alt+. trtEtt0li �r t30TTOPA y O o I ORA14A GE, A--..-.� �---- I � 4 ELEVATION 1 Paints 'A' should be higher PLAN VIEW than point 181. WAY E� - Elevation: Points A should -be higher that; .Paints B. 0 jyp ;80 1 Sca mum 71 tv % BLDG.- 7' 41 cio oft-ft Pt=. —w— \VVArsr) ------- + H-f 0944-1 'r X O'lk4 9% L3.1 Site Utilities. -Plan . ......... tll[�7:U 7) LOCATIONS OF ABOVE GROUND UTILITIES AND STRUCTURES ARE BASED ON FIELD SURVEY AND MEASUREMENT. INDICATED LOCATIONS OF BELOW GROUND UTILITIES ARE BASED ON AVAILABLE DATA. LOCATIONS ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO EXCAVATION, CALL 1-800-922-4455 AND HAVE ALL'UTILITIES MARKED ON THE GROUND. V Afonhole mrr. • casi * - solid rop. Covmu SpecIfled as Alum-Ye&f1laT,-;y SECTION A -A COVER The 4owee Sveolmd of the Coveo. a4d Ahe Upper rroco. of -,+e 'r-a'"a, be pmralle 0 SIF70014 rkt. C1111117Ct Or Ail Xi*&e any 140 Cove,- 0 J- Crale to Rock EDGE OF TRENCH GRADED SAND FILL OR APPROVED EOUAL (STORM SEWER r-O"ABOVE TOP OF PIPE) C SAM SEWER fO*ABO%-E TOP OF CRUSHED STONE) 6* MIN. 18* MIN IN 1`104��l BOTTOM OF TRENCH PIPE TYPICAL 1'-0' SECTIONAL PLAN limiSHED GRADE ADJUST TO GRADE t� ll)4 9 OF&RC94 f2"$MAX. W148" ECCENTRIC PRECAST MANHOLIECONE O-RING RUBBER GASKET Cog TO r S"LIPEC.2041413 JOIN A.S.T.M. .R3%[R SECTI011 ALUMINUM MANHOLE STEP 4!20, CIA, BASE SECTION DENCHHEIGNMIC BRICK MASONRY INVE RT-7.v RT Iry a li 4!MK ;NOCXOUT MAX.OPfAtNQmOJWIC Ol 4.3 4j, cu $4 CMIK(TYPICALI 00 ri 1010 In cz) ::; NOTE, 0 �. r- 0 OptN042 FOR PIPE SMALL SIC CAST IN THE BASE AT THE REQuMD LOCATION DURIP6,2 �4 4j U 0. ai. r ,T3 MACTIIRE,II&DC'r O1E"r3ILU,PER- In al MiTTED G Ay 0 w C14 �FRAME 3 C`MR tstE OETA&I r 4 -r4 Cy) ALL PRECAST Oa SECTIONS SNAU 4j -CONFORM TO ASIM SPEC', KNOCKOUT9 AS RED UIAED 'A PIPE 1ptjAhl + 2 MIN. llol FLEXIBLE SANITARY MANHOLE SLEEVE SEE DETAIL THIS SHEET. MANHOLEASAMTARY CROS3 SECTION OF MANHOLE SLEEVE 'cl PIPE Oua -A-' -Ir -C- .r our to ur - i ur 7 F_ - :Ll Ifir is ur • I lir IV It ur —im Illur 1 lir 7— Ta nur rur is! -, i if Tir X fir. r OR-`,450 FRAME (STORM SEWER - AS SHOWN) (SANITARY SEWER-G*ABOVF- PIPE) v I - TYPICAL TRENCH SECTION STORM ANO SANITARY SEWER NTS s lost$ 44,i, A op z C3 4v 41 r -sun. .0 , 40 121 ;V2, t V: #7 60 All V\ V;� lk Q _LL AL ......... ...... ........ azw Z\ #2 ........ ae. I 3.7,6 % #4 ND THE CATtv- U DUNb. 'UTILITXES.'' -JUM,;BASED ON- AVAXIABLE`;)ATA*. -L.0CATXONs. %-ALL� .,.,�MAY 1407BE. SHOWN:. :VRIOR .':Th '.1CONSTRUMON' -ARE -APPROXXHATS. VTXLXTlES,,. 60 CALL%lil �9 2-4455 ANDHAVE ALL-�.UTILITX CQNTRACTOR.islu�= ES MARKED �GROUND.::. -F 4 f lk' 7, t 7:' -7 =7 4 17 -,n- 7: f :7 7:7' 7- 7 r7 --- I . .... ...... . ....... .... . . . . . . . . . . . . . 7 Ile 7. .4 - T. 777 7�. 4 ............ ... . ... ... �:7 T T 7 �7 4- t 4 7 T. -177 + . ..... . . .... 71 T-- ----- 4� 77 EWE oosm-04 t j. t NO. 1265 -PLAN PROFILE PLATE A "CLEARPRINT PAPER CO." mADE IN U.S.A. ire; R logo 014 C3 oil fassiA Sit Lu u u V) LLI Z z LLJ z 0 u u LLJ LLj < n� o __j U. LL_ Lr) Lu V) 0 z < Z U.1 (7) :D LLJ CC) u.. V) DATE: DRAWN BY PROJECT PLAN AN D i; C14 u cz: It) i:� V� 0 �rl ul) Ln uLli 2 z 0 3 v _ o IJ 170 l'aCn.7z Jz- \ \ \ N E 207,g77.1� 9 � � `� �`° `ao =� \ ` �' \ -�. �''\ � N Nam- r��oo c \ \ \ flCo555`33°W \ � MAP.GE' --- \ \r N \ . \ \ \ t . \ (7"F- ib 1 \ \ alv4" 27''E %o a CD 7 S cl f / i � 1 \\\\\\ \ \\ "[ y \02R. 70 \ f 1 1 \ \ \ \ 9k } I f \ .10 q 1A, I \ \ 04 SEWER EASEMENT, MEETS AND BOUNDS, AND �6 \ \ \ \�\ 207,` 4 g& ,\ \ 14Y'/, LL / \ HOUSE LOCATION TAKEN FROM MAP ENTITLED \ L-4 \ / �7'��✓ /90 "PROPERTY ACQUIRED BY THE TOWN OF SOUTH WINDSOR FROM LOIS F. WATSON" BY TOWN OF 95. rWaw / G.H.p. SOUTH WINDSOR ENGINEERING DEPARTMENT,�— SOUTH WINDSOR, CT, DATED MARCH 16, 1987 \ i��- --�_ `---�gr RTa 3� AND CERTIFIED CLASS A-2. rl TOPO IN WEST PORTION OF SITE AX FILL REMOVAL AREA FROM FIELD �- �� CON SURVEY nY ,ED LALLX AND ASSOCIATES. TOrO ON BALANCE OF SITE �'^°� Y�"`� icant•South Windsor Housing Authority Foi �r �&toi4 ~�~ _ C) y,At.l `� p • SO Elm Street FROM M.D.C. SHEET NUMBER 659. ����� ?I►j S. Windsor, Cr 06074 NOTE: MAJOR TREES_ ARE LOCATED ALONG PROPERTY LINES. 644-3082 Ann Conde, Exec. Director pf t O * � U R J