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HomeMy WebLinkAbout88-89P Oak Meadow 4 Lot Subdivision racy oFsoaf/a`�(�irrdAot �'}' �,�) JI r �.' Ie,p tlnf rvew wY[M,f aaWN w,.r Co..nnaH Down OF south Wm&at +7I% �xre COOT,pI/Ar1 rN1 /per`+0"1 „ae seller«N.Yl,NteOV,n.,NaaM,Cpex WO>• - .wow CnOr rO/fw..roil If!Tm, Cam _ 11 Jnnunry S9R9 ' October 27. 19P prggq - JAN 2 O 1919 - - . � 110, rrotwnalone to, Ins. - _` 1— . 11 78 rlltnptnn Sand OtSIEB rtM[S i108FIS Inc. ' ROW rt uck.",lt on{ot-Truxt.ww Rmrtn N{ntlaer. tT 06074 0a{1 ndueker,ttrwtnn • NOY3 Ise. - - ]]O And—Ott— - .n Nwet fferf Iwr•t, r.T R6110 DISi6a rs01(Sllou"lef_ Att., r.tnt n^N411te AR, Applie„t.lnn tP01.8931 -nek Nwadn„ ,^r npPI, /Re_99r, Oak n.wd•w A-Sot eul•dEr,ton / RR r—t.i w.wn r - tl«er Mr. Nnrrnntontn And No, nrurkar Ne ar^ 3ea►rri to aavlae - - h that the rlennlnp and 6nnlna Cow.iwsI At the October 24,1108 eeattnq. the Intend natlonds voted of It..lanuety 10, L999 olve I ft aotdore the cwptlonrd Agency/Cononnstlen Cewmieslon aqproved with modifleetlons _an 11 cotton for n 6-tot,uWtrlatonbyIn oceotaenco with ptawtnga /'t �/ A }tcatien s8A-8t7 WA/CC r of ] a111 d An 1 59/16 ,/S 69/7 Ph remit for a to Ipt eutrti+terse prrr 9uat 198e, pmrarW Design Professions!e, inr•.,- Incwlml nn the eau,h«.3y wide nl ►11/npinn RnA.f, nP{x,otlw dnrernnr'w lnct Un. 8R-]59, and with .the ro lowlnp aodlflcntianw, • lilghwey, R70 xnnn. _ t. All darts for open space end roadwwya and teesrwnts for The following wodlfleetinna.,at be sabered 1. Inr ti,E- Perwlt to 1•w connrrvntlon porposwe, drelnaga v[otltltlox, that .ny Iv National �A� 69/6 O� 69/20 - ..kid, r qqt.d !n ronneet'inn with TIC approval or thlo / aute11v1s1on, suet ba wab.ttted to this[o.Rtaat�n Pripr to 59 17 I Till ] blow rint copies of the a title y q-porn / /'y I f h p pprorwa wp with all q the a lore end tanuencs of but kiln 11a. RII (`,.J_•' waif iced.".be suletitwd to Th+INA/Ct wlLhln eS tleyw for anode eat be In atrordon—with the Polley.for accept1.010I 59 1 &9ICJ O , r«clew prim to Any r•nnwtrnetlon neti.ity nn tbw wit., dnado end rovemota and root tm approved by lbw 4,glnwrt P,9 V)^y'�l•.,) trpe[tnent ena Town Attorney. The doeda for the rcedweya L ]. Canetructton nttivitlws shell hn subjoet to the Arrm'.1 of the end epon.epaca w111 be held In escrow until crop otipn .1 �,,,�• r O t[,w„rngl nn..r. the:Pbd INInn and then mfwrrwd to the Town Cmnirll far _ g �7t{ rapt nor„ c1rr• Etk1 APt^�. .S. The arpllcnt Lnn shall {nd—.117 end hold hatrinao the Town of wr `sRbf(fn •t��r•�'sy„ ,(� Pnn[h wtnasor n77al one I llefiil Ety whleh RI9tit Penult lrwR ehw 7. Pont log dtetn, ore r.goErnd for each he"'- rtlor to the ,S �• •� ~ 3 f rrnpn,nd npwretFnn nr v,« bui taint at eay wtructurw nn n }vt, to" pugrerhlr esp. tire- to a .cols of 1' . 40', h aisl tt,v! for nnrh 1, the p^l.tt it 'wild tar"In yeAr And 0'e1l wxplrw tbf ol.•+I-t, lot in the anbdi".I.n, showing pr^pooed rnntnun. Iveg. wlevat faro nhd [hp Inc it..of Oho toctln9 dealnn. Nn �r•f� u• huf tat nq rot al le will ba!ww„ad wnt{l the rcapowml 59/21 59/20 69 4 69/3 ,..v S. A! npprnvw{e [wqulr.l Pena how rbtwlned on-$ onhwItteA rrler 1.^ Mntousa, floor aiwetlane nod I ..title of f—tiwq drelnn `�,rr^"``_- GJj nny a,•IFvlry nn the olio. hn rn I—e nrProv^rl by the Town Cnq I.e . - 3. I ales ter this wnb,ltvisien Ie sob wrt to Ltm n 59/19 '� Oh• I / Ye A j y f. A IFn wont iw abvwn n the plena lndicnt in9 the <0 ►wtbsck /rot J 3Prnrnl ••f ;;}�S, ,(�/ the wet lade. This oh..Id be indicated wa w •no Actlrlty• erne, fhw Town [nql n^»r, / ��� ::::�: ::::::: ..CS• 1. If (ar eay I,ewon, finished gradlnq end'othnr wile wrk In / S 1��8� t�r.,�•_t'•• O - D.O.T. Very truly yearn, nr,,t r:ns�pletM, the Tow, Enpinwwr shell a.twrRlnw the / 1 _•1t1f5T•7.r tlVtl.t„-......... . gf oast. D.O.T. 59 42 / ::»i ::=.. ,.yf• i♦i»I•J•rrl J tb,Ign rrnlnsw{nnnIs, Inc. -:- t3 Jnnunry 19t9 • ,>� :• NIF •John W. su .7r. C bean /Nor s rk. n 01 a cash bond to a our final Peale and It.w 711 1 n oft f P"'/ �. , InlenJ usl lAmle7ApencY yy d ,' -•-• _ I n w n .newt wow m, Cash bond.a►f be submitted prior to luuanre n! A �/ :•:Y.... C nx rrntl n r _ 1 Cartlftenee o! Deeutrnry. / / rZ 59 41 I t1 — 04 26 47" / 3 1ySABELLE K.1 R, K S. Rll iota shell be se r red the Tmm of South Nindaar r ! 42 �r / se Its sander•a[a•an are subject to th•n Perot of n d •r r r R 1392.69 r � r :�•� 1 Lr — 54•n 7r ` Sys tnr.1^wur+ Nnter ralluLton Control AatAorlty. / / 1 V/ C,lr' , • t� ec, A.R. Series, n•• ut Town ea 6. Meter Mall be wupptied to this subdlv{eion by W. / L 108.08 6w r y planer ==' 3 Hatrla RannCh, bl rector ni planning a -••-• _....•• Y ••••_ 7. A drains 1.0...s—t.foe 10 the ARoant of S7v0 n1,e11 how I •• --:;':�.. -:•:• '-•'- (� • 4 John e, Co11Ius, chrar Pul ldt ding official 9' Sg/40 l/ rJ'9 44 - (J. 7 /J' �j� Mlchnwl Canllck, nitwcta[o! rv611r Motka w„hslttnd In tali Cev.rsa{art. / o / _ •••"' SUBJECT PARCEL 'ice Pwywnd nnlrnwwl 1, r:hn ltann, rinnntn a tnnln - , /\G •�� �� • :�::'Y -::':• Y� —ram 9 0 8. A liability Insurance policy shell M submittal to [hie JP/ �.• ✓ piGPa' C—I rlon Pa.inq the Town of South Windsor as en Inaurrd,4 Y jury and/or / •:::::. •,':.::��.:'.'::.: :::•:::::::':::.:'•• 2 �•'w/- Q \s with a MRbinad single L(eSt for bodily !n Pg rt sew w ea // 59/45 ii ................. i:i::iii::-ii::i:i::c::i : `1 \ ` prat- y 9 Ln the w hnt of ft,80o,eoo. ♦ R F¢ f., ' a 9. This application is subject to the tonal tonne of Prprovet ..... �••� •� ■p/ 0 _ 04'24 5O �/� dt \ ,S of rhw Inland Nntlnndo Agsney/tonenrratlon CORnt,w inn. "'' .... . 1 R t 392 69 ■ T = 53.67' \ 9>91 to, prior wi°hrT°�Mtnrstofit at any sic.wrk, a newt inq nest Iv / L 107.29' It. All Inns ua- In the field b the dove to r suet 1,^nr 1h« ` p�; 59/47 P Y Pn \ slarrp and euthnrl end$ lgnnturs of the Town of Booth 1 tJOSL D.O.T. \s / � � windapr. MOfL 2�C9 0 / ��i \ vwrwr I7. No builen c pnrnitw itil Do (sauna anti[ eft coati Scntlonw ' �Vi1 ' \ / \ �►w' Ml In the Town Clerk 0lrlcn. 9/40 row' ha a peen coepilM tth, end the flwl plan, harp bean 1 �.P \ � \ Q EXlSi'. LP. r tt. Shpv di rwrt inn»r scat Pepe en key war. 59/5B r•T-� O 1 Q W �4'21'20 \/ IA. the dTl.—T etandaxde regerdlnq eight It....at W n^t for �/t L{ — A - JJrrthe do tvwayat DOT ewrw{C Is r„quto t prior to start nl any ST11- lZ R — 1392.69' ..,_..RIGHT OF ACCESS �SE NT tJtlST. uON. cc tcurtle". arlvwey on int I Iw tea ote.[ddvnwny rut T = 52.98' IN FAVOR OF LOT Plop..,. IS. lotPtlop..od contours needed to dewne[en to near-deco lotl1vt �\ `y 2kt26 L — 1 D5,9 1// 40000 lot drainegs on aft lots) to include footing areln nultei, S Y \ owl lh flow !{now elwrwt}one. �O•, �/ \ \ �O 16. brntnego eawo.00 Irov It. 30 to vatlnnde eI., at �Y) \\\ aouLheaa[erly [awr of site to be shown on plpf Pleat D / �� ``^� lernrlan eufi lrct to TMn Lnglnser•w nPPrnvnl- [A� /- r 17- Dntall oI cannacitnnn of proposed tat ] t a newer Ietora low LS ` \ LOT "1'T" S ` ^quire, final e.'I rope denrt{n aul•ject to \tow !/ into win ILn, r G VL 2CAlEugl owed nq Onpt. approval. A13 proposed Seel eery = 0 4'1 1'23n ,wwwrw who„]d be Mnwn etch ripe line.ferwtrnnw, /�'�- RIGHT OF ACCESS EA EM T \� J R = 1392.69' r—IN FAVOR OF LOTS 3 45'35AB sq. ��' �t 1.04 Q�r Mwrgn rrntexw tenets, fee, _]- tl Jnnunry 1989 /� T = 5/V/�t•94t //�\ ?"'� \ �' IN. Show prappwad water Ind lea worn. plus proposed water ` L = 1 W 1��� 10 lotr. \ Q end ne.. transper-it ethers of Shoot FI with [how alma. \ / waif Eretlane,..atI-r,th three bl uorrint caPive of th« entlro wet of plena, ..at W teal lied to this Cor�laainn within 70 rlwyn f�� to be atA1:;%end algnwd. The letters of approval of thle `"�r_/ \ \ Com.taolon, as w.II es [he Inland th[landa Apwncy/Co...rvat inn Cfwwl ww{eu, Hurt he rwprndurIq on the h.lwrw. \ V f 1 Alter the.yfnrn have Won apnea by the of the ton, they w111 in 1` DA ��RIGHT OF ACC�E�r�l�5 SE NT \ ti(_7� f1Jr ♦ retwrns., to yea for fill U Ln Ih. , . ce,co of fh.Torn.IAtk net to \\/\/ RI FAVOR OF Ll! S 3&`49 \ ,,+• �V/ J 90 days. Al Inr tt}Snq th.sn plane, a copy of the rnrniPt.owe M \ !- sarwrl ttad'to the rlanninq D.pnrtwent. V.ry duly yearn, LEGEND r1.ANNtNr.A7n,zorsltr,ConNlssloR \ \ f r.,, t.,.n�•f //(/r]rrr��/ Yawn saw LONE LINE Jr. LOT # 3 \ � Nr KEY MAP RR RURAL RESIDENTIAL ec, N. cane irk. Ul rcct pr al rub!le Non. �t�'f� 't/L� \ \°� 50,088 sq, ft. _ r. Shaw. S„rt. of "Ration Caatrol SCALE 1w= 200' A-20 RESIDENTIAL \ Q J• La11 Ine ch7 of owl ld ing nlfirlel 1.14 ac. �\ awtlr MF—A MULTI—FAMILY f \ \ \ \ / \ ( N. PennchFlr lone Enp bt rector \ 1 / N. Lenn{nq• Y!re MerollaCV{111 t\ RcglAlrar n(Voters \ DecarllrNrntinnae AgwncY/Con,nrrntlan cnwwiweron ASSESSOR'S ,/ \ AppII,�;t MAP N0. PARCEL N0. ADDRESS OWNER 40\00, 59 16 740 GOVERNOR'S HWY. GEORGE & SANDRA FITZPATRICK O 59 17 752 GOVERNOR'S HWY. DONALD WARREN & EVELYN R. CHAPMAN %P \ \� 1 �ti \ LOT # 1 59 18 1140 ELLINGTON RD. ALBERT J. SCHN£IDER \ \0� 59,925 sq, ft. �4, \ 59 19 1118 ELUNGTON RD. EARL F. & PRISCILLA S. SANFORD \ \ ���. \ 59 20 GOVERNOR'S HWY. FRANCIS W. LARSON 25' DRAINAGE EASEM -0 ` \ 59 21 743 GOVERNOR'S HWY. DENNIS M. & MARY K. MULLEN _ N \� IN FAVOR OF THE STA OF CONNECTICUT — \ �O'�-'' \ LECzEND 59 40 1084 ELLINGTON RD. LORI B. ATWOOD Q \ 59 41 1096 £LLINGTON RD. STEPHEN R. & SANDRA £. CONN£LLY \�� / Pe \ \ 3 IRON PIN TO BE SET 59 N F �_,_, ,� \ � 42 1104 ELLINGTON RD. FRANCIS W. CARBON / EI MONUMENT TO BE SET 59 44 1107 ELLINGTON RD. RICHARD V. VESCE RICHARD V. VESCE t s \ _ -- EASEMENT LINE 59 45 1085 ELLINGTON RD. MICHAEL S. & LAUREN E. VENCESLAV \ A A w LIMIT OF INLAND WETLANDS 59 46 1071 ELLINGTON RD. D£BORAH B. & LEO J. ill BOND ` \ 47,587 sq, ft, \ \ 9 CHURCH 59 47 ELLINGTON RD ANDOVER EQUITIES INC \ 1.09 O.C. \ f \ , 5 58 ELLINGTON RD FIRST KOREAN PRESBYTERIAN CH \ \ / \ � \ f �:;� 1:=-� { � -a , •: / �r:, ', 69 3 1169 ELLINGTON RD. RICHARD GRIGORtAN 69 4 1153 ELLINGTON RD. ISABELLE K. RUSTIK 69 5 1150 ELLINGTON RD. LILLIAN T. CHAPMAN \ \ • 69 6 1162 ELLINGTON RD. BERNARD J. & EUNITA ELLIS a»s 7 '�„'+ ,+�; 69 7 1170 ELLINGTON RD. FIREHOUSE ASSOCIATES Dam 13s- \ a �' if ew k t +1 i:. a 1 69 20 1200 ELLINGTON RD. PATRICIA C. ERICSON \ \°tom -'� „,; .g•• ! r•�t t P \ ° �° �.wl' ti;73 A.::E"y;i-;, ,I (�„xFIL;� 69 z7 ELLINGTON RD. TOWN OF SOUTH WINDSOR ANDOVER E UITIES INC. \ Q N 1 �o• \ \ ` o (STRAWBRIDGE CONDOMINIUMS) ; \ eo M \ 0 o D 35t. MON. OAK MEA DOW 0•W ss8 � 'Z8s2r \ NOTES: TOTAL AREA OF THE PARCEL = O F �` \ \\ ♦ 1. EL 2 2,fi72 sq. ft. or 4.65 ac. SUBDIVISION & ZONING DATA BLOCK � I 2. TOTAL NUMBER of LOTS = 4 �S• �� ems\ \\ 3. IRON PINS ARE TO BE SET AT ALL LOT CORNERS. ZONE: A-20/RR RESIDENTIAL ASSESSOR'S MAP NO.: 59 4 TYPE: CONVENTIONAL SUBDIVISION PARCEL NO.: 43/59 4. MONUMENTS ARE TO BE SET AT ALL POINTS OF CURVATURE AND TANGENCY AS SHOWN. A-20 RR ♦` 1� ITEM ALLOWED/REQUIRED ALLOWED/REQUIRED PROVIDED 6. N/F , ss�J / a\ ' TOTAL TRACT SIZE N.A. N.A. 4.65 AC. FIRST KOREAN PRESBYTERIAN CHURCH �SsF�,, ,0�9 n ,;--.,., - AVERAGE LOT SIZE N.A. NA 1.16 AG. or 50,738 SQ. Fr. Li „ ^ ^� r`^3�6. LOT AREA 20,000 SQ. FT. 40,000 SQ. FT. 45,352 $Q. FT. MIN. LOT FRONTAGE 100 FT. MIN. N.A. 101 FT. MIN. LOT DEPTH 150 FT. MIN. 200 FT. MIN. 407.04 FT. MIN. FRONT YARD 40 FT. N.A. 40 FT. REAR YARD 40 FT. 50 FT. 40/50 FT. MIN. MAP REFERENCES: SIDE YARD 10 FT. 20 FT. 10/20 FT, MIN, SURVEY MAP PROPERTY OF ANDOVER EQUITIES, INC. PUBLIC OPEN SPACE NONE NONE NONE SOUTH WINDSOR, CT. SCALE:1"=40', DATED 4/24/87 DRAWING NO. 1824, BY IGOR VECHESLOFF. ALL LOTS EXCEED 90 FT. x 90 FT. SQUARE AND 10,000 SQ. FT_ BUILDABLE AREA REQUIREMENTS OF SECTION 5.1.o TOWN OF SOUTH WINDSOR ZONING REGULATIONS. J �rftf{ ' $p n I. UNLESS OfiIERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP w (203) 291-8755 PROJECT DRAWING TITLE SHEET n LOCATIONS AS SHOWN ARE BASED ON BEST ■ a$0 1 11/29/88 REVISIONS PER TOWN STAFF C.S.S. AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A PLOT PLAN Inw9 AVAILABLE INFORMATION. ALL EXISTING u1lunEs CLASS A 2 'SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR GRAPHIC SCALE OAK MEADOW - SOUTH WINDSOR, CT. uF' SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 1/10/89 REVISIONS PER TOWN STAFF C.S.S. 40 0 20 40 so LIS(A SURVEYS AND MAPS IN THE STATE OF CONNECTICUTn AS PREPARED AND e s I g r w� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7•-•25-89 DRAINAGE REVISIONS C.S.S. AD OP BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON ® inc. Pre ared For BY ATLICENSE LAND- SURVEYOR PRIOR TO SEP ER 3, 4, AND E JANUARY 1, 1987. IN FESP ) rof essiona Is , P DRAWN BY. tlt/P 88-259 B8 12882 1 ROBERT MARCANTONIO and GALL DRUCKER, TRUSTEES t10B ND.: 3. THIS PLAN IS INVALID UNLESS IT BEARS THE _ 1 inch = 40 it, ■ DATE.-AUGUST 1988 IMPRESSION SEAL AND ORIGINAL SIGNATURE RVEYOR'S SIGNATURE DATELIC. NO. civil engineers • planners surveyors 22D ANDOVER DRIVE, WEST HARTFORD, CT. 06110 724-6330 CHECKED BY,• RPM PRD OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 1170 ellington road (route 30), south Windsor, connecticut 06074 DRAWING ND: JOBF7LE�88259 EXTRA STRENGTH V.C.P OR PVC. 6" AND REINFORCED CONCRETE COLLAR PLACED ON R.C. PIPE 41a, ),a, 1' P.Y.C. OR V.C.P STOPPER `K IF REQUIRED 1 G0 XIST.-S.M.H. �l A _ e7 aa! T.F.=87.49 NQ& _ tz MWN _,,Sxl Ft0. f2387 F.L.=69-02 :a ~�� � 1�• �� WPC / FL=69.50 T85 WA -s:+t tiro-ft5, - ' - ® 9� x a9 - l ` ` `` CUT INTERRUPTED REINFORCEMENT, ;• R.C. PIPE BARREL a Glrr WWE� ' - - -- --- a5.o3 O - __ x raclsT D.O.T. BE q•:, s. tua4 _ `� 1`' 1s.R •� _ o° NOk ' _ BEND UP INTO POSITION TO N/F OCCUPIED BY CONCRETE COLLAR, cur hax ` W.G. 1 ~ o, EXI S.M.H. B4 ` ` ' 1 04 6'47" ISABELLE K. RUSTIK AND WELD TO A SINGLE STEEL HOOP T.F.= 3.58 = ' ' - 42 R = 139 69' -` F.L.=6 57 - as !- �\ T = 9 -sue\ SANITARY LATERAL CONNECTION TO REIFORCED CONCRETE PIPE TYPE "C-LrC.B. EXIST. C.B. "�? y =-'` � - ` ' - �- \ L = 1 .08 \ o� Q not to Scale T.F.=82.84 t ' T.F.=82.40 O F.L=79.10 F.L.=77.78 .� ``� a y°1• -Lr6t�.�a9�j� \ D .� tGW-o' \ \ 83.2 G• s service = 04 0 7 R = 2;89• �' a FL=69.72 ` �9,9. PROP. S.M.H. /� - 53,67 L = #07.29' 69.29 / . / �" - , `\\ �� F.L.= 69.29 4 �t�asl: t>:et a rt EXIST C.B. r \ Aso r (TO ERE �/ L 77. \ / �5 := , �•-- _ --EFIs'iw. r D: _ 0 service curb box f -60.95 BO {:= ` rr FL=G929 R - Q 92.G9. HT aF CESS SE NT = :'` " ` DUST "o" 'r t. Set Posts ann z. st.rtr the -- Sl'' Q 1fi rusts---.-', a=care tea 6"e6" lore -�I Staple - \ , 1�1j rlacemtnt end Coastructlon a(e Sir..pale Perrler trrnck. set Past fencing fenc Ing to IN AVOR 0 L } f 52 98' of sx�rco. x3s4 79.09 - straw Peir �� A FL=69.09 L 105.91' x stability lape�for darmstape. 1 end Post. lrrncM1 Slate self and I 1: [;=.rate a Irrnri, 7. %tare and stast self craning, r =. a' dreg and the sl,ar bales. M1indln �, ft 140 .r-�- �' rtdtM1 at a strax ri,e a ' 311f_ tw%taws rrr r IOti' s \ bait. hale. 1 _ service M�O� \ o s / D curb box Gn r l rldll.N he rein% J'I IS 1 p \ `�C i LOT # I� ' i x�flac ~ dr th + `` u / \ , Y ` ia,ill; Im =t 12v Arlo. si/q: e�'`.Ih;InN TYPE "C-L."� Z } T OF A ES5 EM@ f LS 45352 s ft. -- , e+.= 't' :� •'W tUt T.F.=81.10 © 1 23 IN VOR OF OTS 3 \ \� q _ �,.. .t,• r F.L 77.08 ,392.69 , w a 2 1.04 ac. / T - 0.94' �+ filter 3. Attach filter fabric a. Pac►fill the L - 1 1.84 p 'sa .,srd H13nd It tFL=68.91 :. - tebrlc I la tiervtreFenclnqtrench and x ' ' ` 3.nrdg. mote rt,ar 4.Par11111 and\ = " t>lyce1 the trench,a utalt"ehcnnti-t.1 e.'rr'iratrdl SnN Perrler. at Shorn n o� � ,� �, \ �• ��� � � LEGEND t=s� � ht, n,�,. .+e�.� e:d�;0,d �•�} ,II S i.�' up ( Sfde of � Prro..'nirrlrin r' _� • t t= t «1t1'31t1 IT!Tl: �IcPlT� •Jt� 7 W=, N/ 3HT 0 ACC SE NT oo y 4t /�'}`' � / -1- r O IRON PIN TO BE SET t�+ IIlriL{ji; t'iw"rti"a yt';= e1yaln=•1-=i„12r� \ IN AVOR OF LO �i s MONUMENT TO BE SETc.. -- .LT 1r.k ...r:i:1• BOrelottan of t...........4 y-I 7837 \ ,�, P I } r r �/ - - - EASEMENT LINE ; { n, era FLr69 �-A- LIMIT OF INLAND WETLANDS L-69A LOT # 3 t t I g >< / o� EXISTING CATCH BASIN AND PIPE \ 50,088 sq, ft. \ � � 1.14 ac. t t , =- - EXISTING SANITARY MANHOLE AND PIPE 3 -� \% 1 J ra j , , I Aazro., 1 Pl dl �t I� tttvnrsut / I\ - _ ELEVATION t I '! ra has 'P' should be higher , __80 - EXISTING CONTOUR AND ELEVAT} or ? • \ .::::::: \ `•, I { N I 1 I - then paint W. ' ' I' \ \ I t / -C$�-` PROPOSED CONTOUR AND ELEVATION ►it Anal VIE. ::= [, \ Y y ! r t r x 78.76 EXISTING SPOT GRADE ; ,ea' a Source. U.S. Beparlernl or Agriculture, Sall Conserntlon Service,Storrs. nxa \ p 1!! ,t �� t r x 8.0 PROPOSED SPOT GRADE ' t, -- itrau t eannertuat. F{ F nn• %nine a sl,nuld b. ' J rants P. Ltalirr than Placement and Construction of a Synthetic Filter Barrier \ • - j tp EXISTING UTILITY POLE ->. _ UYTj r �i-"`�, EDGE OF WOOD LINE 59,925 sq, ft, ` \ CENTERLINE OF WATER COURSE >• r111 FEE 1.37 aC. �� \ f I t / `w1n oidi2 lnrhfs Into r'rp 1�`�', t\ r t f ` -w-- EXISTING WATER MAIN r th.9rnan,t O 25' DRAINAGE EASEM \ °� ` \ f t J `` / f n slue( ,leve}ure ,, \ IN FAVOR OF THE STA 'L \ \ \ GENERAL DIRECTION OF OVERLAND FLOW filter ret.ric t• Nr -wooden lateral } ,►,a I OF CONNECTICUT / t J , s'=12rdn r . <rnss M1nacrs r r( ,s'\ r \ �°'I�' � \ t # ` t =� PROPOSED SANTI'ARY MANHOLE AND PIPE Inln �' .�": � 'r'-� ~••I � ``'. ' t?; N� O '00 Q `. \` t y ' t PROPOSED CATCH BASIN AND PIPE gr+�t r '.'°r X' jiew �p� �\ \ C `.` ` \ \ t w SYNTHETIC FILTER FABRIC FENCE/HAYBALES SLOPES � NOTE: �� N/F _ _ \ °r \�; 7aX, \ .�� �`� j \ �` ._....-- SOILS DELINEATION LINE 3 --"� i ` n .�rN,eu p +�.I•:t'at' t USE JUTE NETTING - �• atrP gas "R4'- RICHARD V. VESCE 1 To sTAB}uzE q .� LOT \ `\` \ ` \\\ �/ S It(e ce Installellon�t ,IaRr,e c�cN eats. --CiiiF Aestns Ile%Btlr Inst�t7allvn�t filch Ee(Ins 47,587 s . ft, \ '� ��`. GRASSED SWALE \ 1.09 sq. / \ \ 7aXs \ \ U \ tt ,\� NOT TO SCALE \ \ tsr, C, 1 \ \ 18" FLARED END \ t a: t % F.L-75.68 l t E F N F NON WETLAND SOILS Ext. ANDOVER EQUITIES, INC. , ' 1 (STRAWBRIDGE CONDOMINIUMS} NnA NINiGRET FINE SANDY LOAM tV O r Q?rr �r/%1 WETLAND SOILS 'T` \ HAYI3 E CHECK \ / `- _ - - - . WdA WALPOLE SANDY LOAM ` \ EVERY too � (SEE DETAIL) l' ` U r COST. NON SEDIKWATION AND EEROSIONCO CONTROL NOFrE5: \ \ Z f , , / - 222T► / r / / � , , - I. ALL EROSION cOtsrticaT,r MEASURES WILL BE CortsTxucrED IN AntxE 70 WITH T11E "GUIDELINES FOR SOIL EROSION AND SEDIKEEW CONTROL" t r / BY THE CONNEXTICUT COUNCIL ON SOIL AND WATER CONSERVATION. NOTES: 2. SEDIMENTATION AND EROSION CONTROL FOR INDIVIDUAL HOUSE CONSTR ICTICN 4F Cp 1N S 'ALE\ 1 . TOTAL AREA OF THE PARCEL = 202,672 sq. ft. or 4.65 aC. To BE PROIVIDED PRIOR TO ISSUANCEOF A BUILDING PERMIT. (SEE DETAIL) \ I / r j J / 2. TOTAL NUMBER OF LOTS = 4 z w a �s, �_ \ s� Jr tj ` , , ► 3. IRON PINS ARE TO BE SET AT ALL LOT CORNERS. _ e 4. MONUMENTS ARE TO BE SET AT ALL POINTS OF CURVATURE AND TANGENCY AS SHOWN. nL t•4;«`p ' �� / 5. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED. Seeding Schedule 41 6. ALL GRADES ARE BASED ON U.S.C.G.S. DATUM AND FIELD VERIFIED Att dist_uibed area rent paved or landacaapea slrsli be loomed wiEi,.a �" tttinilmxn N/Ftr of i ' _ nil, seed as indicated Efelcw. Ccridition soil with fertilizer lied at the / \ ` IN THE AREA OF DEVELOPMENT. rate of Sao pnotids per axe or 7.5 pounds per ),ON square Eectt using I0-10-10 FIRST KOREAN PRESBYTERIAN CHURCH \ 70 ,' 7. HORIZONTAL CONTROL BASED ON ASSUMED COORDINATES RELATED or release in addition,used 3fo pcwds of 30-0-0 per acre or equivalent of Alen release nitrrx3erl racy be used for tcpdressity. Apply gtrrt3rrd if3aestcxre ietittivalent: TO EXISTING CONN. D.O.T. MONUMENTS. to 5o percent caiciull pies Itgagneaitan oxide) at the rate of 3 tram per acre or 135 pcsuttds per 1000 sq. Et. IF , ��� /r 8. THIS PARCEL IS NOT LOCATED WITHIN THE 100-YR. FLOOD ZONE. Prrrfarwrit vegetation Covert If / 9. INLAND WETLANDS FIELD VERIFIED BY JOHN IANNI, SOIL SCIENTIST OF Seeding dates: April I to !were I and Aupnt 15 to September i use llcoopix / �' ♦ / '�� / i' 1 HIGHLAND SOILS ON SEPTEMBER 1, 1988. lteEttttrityf biut`gra�ssi5 o e J 10. PUBLIC WATER SERVICE IS AVAILABLE TO SITE FROM ELLINGTON ROAD. Creeping red Ees•ve 0.01 MAP REFERENCES: _ / ` SURVEY MAP PROPERTY OF ANDOVER EQUITIES, INC. ' at of egos Io.o♦ ' � ' / � � J 1 1 . CONSTRUCTION OF UTILITIES SHALL CONFORM TO STANDARDS AND SPECIFICATIONS At*sty i pcxulti per I,000 �• ft. or 15 pt•++mlds per Acre. tlkrGd chips airwld be Applied , � i / at a rate of 500-900 pounds per 1,000 sq. Et. or 10-20 tone per ac3:e. SOUTH WINDSOR, CT. SCALE:1"=40', DATED 4/24/87 ,r �/ OF THE TOWN OF SOUTH WINDSOR DEPARTMENT OF ENGINEERING. Teripory Vegletative� Cover DRAWING NO. 1824, BY IGOR VECHESLOFF. ,�,��/ •'-�/ 12. HOUSE LOCATIONS ARE SCHEMATIC. ACTUAL LOCATIONS, FINISHED FLOOR 5tr4irrg dates: Nardi 1 to Jetere 15 and /►tgtart 1 to octotaer i / r ELEVATIONS, AND HOUSE CONNECTION FLOW LINE TO BE ESTABLISHED AT Attlatmi ryrrgrass 100.009 I , r THE TIME OF INDIVIDUAL PLOT PLAN SUBMISSION. rtriy 1 i»rld per 1,000 sq. ft. or 40 pou,ds per acre with anchored hay mulch at 13. ALL HOUSES TO HAVE FOOTING DRAINS PROVIDED. 2 tarts per acre. nd THE DISCHARGE FOR FOOTING DRAINS TO BE THROUGH THE USE OF A BASEMENT SUMP PUMP TO THE REAR OF EACH STRUCTURE. (203) 291-8755 PROJECT DRAWING TITLE SHEET Sao UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP LOCATIONS AS SHOWN ARE BASED ON BEST GRAPHIC SCALE OAK MEADOW - SOUTH WINDSOR, CT. TOPOGRAPHIC MAP 0 1 11/29/88 REVISIONS PER TOWN STAFF C.S.S. AND SURVEY WEREPREPARED IN ACCORDANCE WITH THE STANDARDS OF A o AVAILABLE INFORMATION. ALL EXIS11NG UTILITIES CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR ' SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 1/10/89 REVISIONS PER TOWN STAFF C.S.S. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND t° a 20 4o so S ) �'� 01r1ofessionals , i n e Pre aced For 2 u m2. ALL UTILIT{ES ARE TO BE STAKED 1N THE FIELD 3 7-25-89 DRAINAGE REVISIONS C.S.S. ADOP BY THE CONNECTICUT ASS CIATION OF LAND SURVEYORS, INC., ON PBY A LICENSED LAND SURVEYOR PRIOR TO =P =14, ND EFFECII ARY 1, 1987. • DRAWN BY•• JJP JOB NO.: 88--259 CONSTRUCTION. 4 I- 4-90 REVISIONS PER TOWN STAFF, MD c JD { � ROBERT MARC•AN'PONIO and GAT( DRUCKER, TRUSTEES 12882 1 inch = 4.0 fL CHECKED BY RPM PRD DATE:AUGUS1;1988 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 5 01-26-90 REVISED PER TOWN STAFF COMMENT JD RVEYOR'S SIGNATURE LiC. N0. civil engineers • planners • surveyors 22D ANDOVER DRIVE, WEST HARTFORD, CT. 06110 724-6330 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1170 eliington road (route 30), south windsor, Connecticut 06074 1 ORAWNG NO.: JOBRLE�88259 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCR1P710N 8Y