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HomeMy WebLinkAbout87-13 Morgan Place Site Plan . ._ a,�w-SS.3•w-:_._�"^-��^;�. .�S_•�'.w•a:'"J!cs.LQaZ-'_w-4G-�+..-T��"�L �vw'3EJ:.�:aT6.�aT-L:P15:�:'�d".h. ..:•--Si"ul•ST-u+�:.-.9II'rc.•r-.r..-.r-^-_._-�..--•Av;T�"-� :ZAS.�*...-'1+5:'«^-•ww -,LL�w..r��:'�'•n.wr•.`.lL:i::1;:>T....'�.3ui,.:u-•..3i.:w:^._::.:,]::.�.�3i_itTGA�i.:::l1Ct^a�::,:::).w3B-lT�a'ii�'taiaII"..r...•L.:t:.:.::C1`FG'-:dY.:SbC:+'•T_Tr-'CS,..(��.•1w...:.-..,�.,.T�w'�.]:il::L' :�.,.>-sx..:;uv�,"5.�._._,..y--�.xi�_r^r�.:La.:w:1:.,L<.:1:.:.:•_:;r...^-.,--:.......... .. - ........SSt`:ar^._:'s,".,L-`1S+__._.._r-._...ram -.,-nu^,F`..:J^-^-'..i `L1.�r_.r...•--_. ...__- '-Sew:S^a:.YT..Yx- _ rar:ii]C`.i.� x,-ems........__.• .wa.....,,:•.,.•_'_Ex.L,._rev.:: __rri.7..J- ..�«�..:;..:�':4:.S.i:-• u::R" A_ S?._.�..52aw4.'.,b'fGSu�i.UT':...a«�a-^:....5• _';,w,-.,£3a:w,C:..uvCub.e:s'.::"... �^., --.wtiL'RSb"T_'.:w.-r-iSi.TTia'Si.T,nS::S:'Ir_.iyuTiw»�:d..:Sc_.:CAS'un:,`..?_:,vr.:._`,.»:'�. .i9�:.CiW :C.t:wi.::....:.r�L':i.'^::,.•Lr a<'"•-•aT'�.a.'-�• irTiu ,3e�' - _�` o.1'A4we+:w,CvYw`:t�s.�"'.uw,�_.-:+.a-T�-^_�^.....r.bT.:L..�....-•i�^..�.G".,L.:.....�..me-...-ri:r'1'�83''S:LDI: :x ,e et.-:...•s:-«»-':.L�.:u>wR�.+.rsFS e GC ZONING DATA _ ITEM MIN. OR MAX. PROPOSED REQUIRED MORGAN FARM X f i°� l cltTlt!f1 (1�����t.7tl>r/t ASr)7. I MINIMUM LOT AREA 15,000 S.F. 106, 5 48 SF �e e�4o) 15-10 5t1I.tIVA14 AVENIIF • 5011111 tvll11): ITT.r r,1rJN U!'•oTn 1 ..._._...._-----------.-.--..__.Y.. '�.tnt�i,�`• AREA t:ovC ^.n7/fn.t :nu MINIMUM LOT WIDTH 100 FT. 401.57 FT ___..- _____.._---- ----•----- - .__----._..._._ ___.._.--_-.._..-----.. .... April 27, 1407 SITE 199.50 FT DEV � PMENT PLAN .Ij MINIMUM LOT DEPTH i50 FT. EMAXIMUM STORIES 2 fir. girltnrds: &el.try t� - ---- --------- -----_ -- IT5r-F.F.1.i.CO Itlr:. 1741, F.1ISilr.toil Pond MAXIMUM HEIGHT 40 FT. 24 FT. Shall Hfmimr, CT 06074 ) MAXIMUtvi LOT COVERAGE Rr.: App. A454 - Horgnt, rinrr f.r,s .I ly3 ( 1N?PERVIOUS LOT COVERAGE) 65 58% hrnr fir. krllrys MINIMUM FRONT YARD 50 FT. 50 FT. E �MINIMUM REAR YARD IS F7. April 21 19A7 to nrprove }Aar nppllrnilr,rr r•,t n .:Ito ping r,r dr,,,.,, R 0 I5 FT for Lot 1, florgnn Fnrmn itrivr, no chn.'tt oil rlml+t pl•rf,nrr,I I+t ',•Trr•c F„ R ---.-..-_._.-_�...-.......----...__.._.._..--........._...__-.....-__.._._._,T.__,-....._._.__._._.... R1tll+rrit,g, ITtc. rlAtrd 2-9_f17, Sllnntn I--S nr,•1 All}i, nrrl,jrr•t In Iltn („i1+,-1„f:: 0 MINIMUM SIDE YARD 10 FT. 10 +2.53UFFER I. Th, (iric•nwny mass t,n Irinrnind ,i1.n::{n,nlr{t• 1=n reef Fi+,lih r•, i•l„c'1.1„ nilft frirnt vehirtn taarpfnt? ra,nrlt. T,r f1•+r( } `au Farm i71 Ivr. '11x• rrt•Inr•+1 MINIMUM PARKING SPACE --- 152 126 -- pInit A{InII he itt'ought l,nrk to tht, (rmmi :nlon for 11,piov.,lI T r` 2. 11111n ,tern mint lip nil ronrr£Ia n,{n nad r-rtrrnr, . MAXIMUM LOT C01,'EhA�E 30 0; r' r i t151�111-D1N ;+�V RA`E ? r o 10 % 3• An All it•npl,[ng rlr:•Irr nntrt be, 1o•'tn1{rri Fit flu, ]Ant +l,ninngn ntnlctttra before the dotrntion I)W---Sn. i. F3I.f3 Jf:]rlhJ A_ & TI10MAf t-NE FERRiMIL0 4. rinn logrnd shntlld trtclurie Jrnn pine and slrttetmrnr.n. 2. 0-20 VINCE=NT F'RE STIt_E0 PAf16'Kit1G CALCULATIONS �. T:11C) F=DWARD F-. SHARE' 5. 0nttlm bane be given far horIznntni rnotrol. 4. EI r.EN F. SAIARr `i' n 5 6 ,70NEF3 1_:_ ,IR. £< MARY AI.II'E= 1'If.:AI. #_IE;IfR fz. Hrlght of the gate unll nit 1: he li"If trd to avoid nlfiht lie,• pr„1•lrmn. :: AREA PA1N'1;::1.it G REOU I fiED MORGA .N - PLA �i" '�f), 9Crr.l {dlydUSIiTRE APfIC_Y 1 STAI[ S L 1 . D. 7. A c{rnn-out mtlat he7. lJ i hiE)SI f I1ZF. Af]F14�Y FS T'AT E:S, L. I . f). �`' ,,',`,� ri•�, , '::.f3. '�1.: Ld I t_[_ I At•t ULEE+:�,I h!yl,'I F�F=`i 1(1l.if 4Ah'rT =,r:)t_)t") id 1 /c;C) S. F�. = 1�ii 1_ i i fl. A-2 rnrtiflcAtlnR iw rrr{ulrrd. 9. 9?t] F-RANC�I S [1_ DURNIIIAM ,1R. FIETA 11- �150 @ I /100 S. F. = 5 1 . 5 IC1_ 9".'n 1-W T T Y ..I. & J01IN R(INFRI F Itlt]rd ---....- __ __ 9. ITtphtn-of-wny MIT Ili t hn gt milt Ill [.it titre 'rowo nvnr the r•i{•d Anti soil,,-I i n I In tl,� detention tsAAin.T . rrhl? RICI1AFti1 h1. SC1UZA °d F;Cih1t11. 1] F. t•IAItI 1N 101 O `i. F. 1151 . 5 = 15 I _ R 4 5 NI#::iIA L. 0. ?K 10. Fnoting drnlnn Fire rv,iatrr+l. i 115)- MII:IIA(-'I.. Tt1Ri-SI1\115 �f [.DUCT I01\1 01 tile f'ARI:..II' U Sf--'AC:E fit-.UUI'-.SiED UNDER Fit_.C:. 13. 4. i ll. A lnndnrnpr bond inmm�lnit of $i,Rf)!) r«Inl !,e nnhmlttrri In Iltin 1 t•i I C_I IAE::L °. ASrAS I A T AR I S I HAS t FT- MARY .T_ SF:1)AR ConnninAlon. � �,,� � r i6. `�59-1017 501.1111 WINUSOn DEVF lf'11 N I irF (:(1- 12, Prior to cnmmenremrat of nny nits work, l mrrting tnunt i•n hrIri Il11 1 7. TOWN OFF SOUTH WIND OR Town Staff. Ml II-0GAINI FARMS DRIVE , ij u. 1t�1. 41 ["<<il:-•F�.EI L{:f�. Ir•ti�. 47 RI;# F:.FC_t_(-_0. INC. ` ^�`�j►' I(�Ir!f! c)/ '` eltr�lt r(l jr/tflel!) 20. 5,� t<t I LL I AM $• SI.1riAN w7UU E[:E ± � dLi �,��,.®.y, •'•c� 0,40 SULLIVAN AVENUF ,ntll It Willo--r,n• r orrrt nr,11:4 DRIVE SOUTH tst� :tnin,t+t� Anr.r, rcmF zns/r,4a 7�+rt WIND ,., �m:: Zia 67 AF'<I!#L1R F-fiAN(;I CTNE MORGAN FARMS" -17_ 75 WIl, )iiIRE ARFIFY F_SIAIFS, I_. 1 . 1). 0 R fir, Filr•lutr•I S. Y.nllny c'. 6<1 R�it;•-f';f:I L[;t_l, INC. Arrli 13, 1951 24. 71..) r%5I<- KCI_t_UD' I NC:. 75. 04 1Z"+r•;-1+:E1_1_CtZ, IhrC. rARe 2 �. 13. tin hoiidlop, pnrmlrn will 1,,, I ^n•d ,+Ali' Il,r ftn:,i " ONNECTICUT iron h:,:,• 1IAhlt)�ER l f-1hrF_ been filed fn the Town r:lntl:'A of f i+r. 26. It 1Z51+;--trFl_LCf..I, INL:. 14. Min nrprnvni I,t pub{rrt In tlto rmi,111I+m•I +-f npptn:ill .,f tite 77. 25 RSI,'-1<:EI_LCC..) INC. inlnnd uetinndn Agenr•y/r:nnnrtvnt lnn f:omrtinalnn, 23. 73 EZi;I; 1%Ft_t_C[:1. INC . 15. An nil b,illt pion wflI br trelalrr+t prier to 1^•a+nun'n of n rr•,t If 1 • lry9. El FiSk,--k.EL.LCO, INC. cntr of occtlpaary per section 4.1 .L0 ill tile. 7.nnitlg Rrgnlat i++Fin. _Cl. 16 Fi9l;-F:E1_LCCI, INC. Mark and Mittp ti-nn,irntrot mytnrn of 5llrrt I of file plan w1-, 11t thln 1 . '70 Rsl'-KELI_CO , I NC. 1 r] R SK--F•.i`cLt_CO, IhIC. letter And the Ili!mid ldrifandR Ar•.r'ndy/t'nosntratfen f;nmmlenS•,u nprtnv•rl ' S6 RSF"; #';ELLCUy INC. lnttnr rr•l,tn+tur,,d fhnrrno, t„grth, r u11h two hlorpriot r.,1,Ii•.T of the .3. entire- pl:m, mltnt br nilhntlttr•d !n I III Con+mfnr inn to bn nrnmrr,f au4 FEBRU' ' ARY 9 98 Aigord. After Alyning, the. myl,it•A will lip t,•Itlrnrd to yea nnA must Ili, HILLSIDE DRIVE filed in the Tnvn Clerk'e off{re within no any. fl"y I f Serf}' tTl�it'15 ARTf#UR 1`RANCI[JNE t � \ ?5. 73 MICHAEL P. & LORRAINE I:. f:i PURN ,� I lnot,ir+p, f, 7.Ia:3i,p, !'r,a,ml^•r)foil 36. 31 JOI 1t'd E. 9. M I E✓E iEL.E M. , VUNVAEr,IEt_ - f 1 7N7. -9 JOHN e, MARGARET KANIA (2 `33 I t4E r' f' /3 3 f:T. 47 VERA Ji. REARDUN / d t�cd L t Ct•'rP sr4,1 y 39. 57 JAMES F. REARDUN c2 )B l f Ry: l.nni!on C. f:vann, ['h ltmnn p 4r:). hay JACEIUELINE S. & MILK) J. IIANISF ` N- 41. 7=; FIERVE J. P< JUNE [?. C:URMIC-.li `--� ~-_ (32 } �� J� t,Cs R. tinrtrl. T+,wn For inter DEVELOPED BY © KELLG 3 `� e 42. 26 ST'ANLF_Y & HEL_EN B. M. fl'+nnrh, riirrr.tor of Plnnnlnr u -`� J �• F. P,eIlrvilly, Anrrni:or 4=t. Z JU111�L F_ 9< LUCF±CTIA G_ RUSE i 17 �2� i23 ( 7� W --- _��./} � 1 /�` �a6'' T. O'Aurin, Puilding(Ifflrinl 44. 12 T1ICJMAS R. 14 5RF_TA F. WA{_.I_AC {� L/ �./ L ; /'q �J! IUA/c:C 1 T " EVL " ENT PLANOr", BY �__ ...._._ -- cl 1 45. 54 WESLEY & MARI"a! RY SfRiC.l�l-Arlo i �P t_1 - .2 , l 31 STEEP ROAD -_ _ _ __ _- -� 20� l26 �� �-� l� ! 46. 4 THEUDOR12-: R. 9, FLURi NcE= E. 7 1ERI,.n NPR � __ -- � r> • `- s ( ;� T���- ;�ril�. rrrlt 4a� c) � ��r,)tr�/t (�1�/tr�rlf7 f] r. � + �18} <t'1 (--`J '`--•• �• �ati4 1540 511U.IvAN AVFtit)F SC)Irltt WII)DIVIlt•r`t)l)1) ITf.11,••t ;@ (30y (137) w 'n ,F,�t•' ARFA r-r]nr 2ttl/run.?-III 4 ` �iP �23 �� _.._.-.. (r 43 ; tin rrIt tll, 19f17 18 3 n, 3 ) t\ -�� (36) / fir . RIr tin Id Kelley (:FhfIHEf) iIAI1, Ll ft C K I(r l l r• 17/1rt Fllingt.nn Rnnd i - � �4� �•^ South ! ' Wiminor. Ct 06074 TV R® S ENGINEERING. pNr . 1 �� ����� ���� Tlenr fir, Kel lry: F, A tlirntian ATS, ilor nn liner r .�. . ...._ i 1 I, )1. A 1 12031 666-5�90 ( ` I r-- � , i � .•�/ �-� I _�"..-.�.__�-- to � r-'-",.+ � At. ihr tlnrrh ?}, 1!)ft7 mrrtJrtg, Ihn Cnoth 1JindY,nt lul•tad flrllnodr: I y J� �j . 10. Agenry/Consnrvntfoil f:nmm{eeion npp)nvrr{ w•lth cnndit i„+lc nprl i, Fit it'll �"^t - g`' I I 45/i ,1fn rid h1liffiln ronnf )urtfnn of lot AI , Plot r I 1 \ ! g ) -- � I � A I? gall I•l ar'o ac r:hnt:n 5) _--� - :i_. ._ : r`-t Fill pinrin rrr+pnrrd I)y Torrra Eng Iii-tlnr, iII(. dnlrtl T - --- -- t -��.-• f L _J J [-� conclrt {rip r)f 5 [';IPrn. 1hn fill tn+{rip rnndif inns must III, ,dhrrnd to SULLIVAN o - ^' -..---..._ ( fnr thln pnimlt to lip vnIIti: --�- -- AVE NUE _-' 1 . 4!r rernmmon,l n hnnd in the, nnut+In) of .f l,(m(i hr Ill hnlI t I -I I n I!-' the F'InnnlTIR A 7oning Commlarinn to rrT^ntr rnntpl Init,•n uItIT 1---•4•-•_.-___ thr ernninn R 5nd{mnitt' conitnl mon.rurra. 1 1 2. ('onnl,rnrrinn nrtiviiinq cttnll fir, suhtrrt in tltr appt),vnl „f 1 �13 I t the Town Fupttirri 1 t 1• 1 i� 3. 'ihn npplirallost nhnll intlrnrnlfy nild hold h,trn,lna:: Ihr• 'lawn{16) of Snulh WIndz(Ir aRF111Wl nny Ilnhlllty wltith mighl Insult i + f trim tiff, proponrd i! to. The prrmit is vn11d fnr I)Itr yrnt nnli shalt n¢pftr on 1.1 t 1 ttnrch 23, I98R, 4 III I Very t r al y }•-urn, i i ill +.ell+ri11 W-ntIvn, $lrr .ChnIr inn 11 iithifld Wrt land- A{!+•ur y/ r;Fi 11:r,r v11tfon Cnmml< ^inn fnwit of FoutIt 4rirl•1- T .r ;r ,.t A. 1. )gvin4, Ill-lilt tt• 1'nun (?1tr;innrr } Pic hnrd tint lnl , Tnwrt 1CnFlnnr•t l flnrc' In 1?nnnr11, hftrrtnr of I'lnunlnr I'lS irllnn Cn1)t irk, f)l I rr I or of ra{)l it k,tr i::; T'hmmn, 1)'Aurin, hnitdlug Ilsfi%•{n{ � Loui<)r f.t any Chairraau, IVE sl Torres l:nglnrrrlltg, lnr , ++ r 6 `' M A P �l ' � e•lzy�ft � 1 SCALE • 1't= 200' Tp4t ac it A Wd,Z ard-$?lxi.�.JSa.CA7.+,..:T..:J:•f.:...::...1'4L'_-•a�i��l.[::!_:C:if,:'.:r'Y:�::,:Nt::f<!ar.::,,.,_�'a::,.....a:'.�fL':_':'.aa4AIS.',:,rni...,.:at:,:.i.:_.cG.::t�.,:,-':�:w�:J:.,tt4:.:n,':.'.-.::tW.r.:Cd.Mw:n�::'.:;�:::,4:i'�,:'.SI..?.ITuh. - •- •"'-'-` wbiCi�:3,:5::.la,i::at T[rL.Y.a;aa::::z:i,[v`.y aiYAadL'.tiiL:.t'tT'v..�Y•v.Y][s54i!G!wS;'=t.S++sati�ti:?:o.ir�ikdAi:�fri'r:u+:4T::fi.,9fie]+Y:�?;t:..:.e»'£.sets IILrttA�;m',�::.SrT'A[FJ1LYu:+_ _ .. .:,...m::c,:- s�r..'.;;�;�_x,-:�-.:reran._:xr.o';w:m,...c-ar:nc::-::r.:,..:s..-a�.:sw-_n::r.-..::-,:n:.�v,:::;r.:.unre.»a.•.:xa::a-a:;,-a.escsc:•aivc-:.,.xoa�r�,:a:::.;::,:reue;a,.:.::...caz:tax.-:....w,'.raw�s:;sx,a::u,xflr.-rka,s•udra.,:rarz+,vs�.r'a:raac:.>.:.�a-.::s::cv,r:,n',.:_,:r.•sr;-:o;xe::.r.::a.eyes-.:-....r.::z:.:,,r,ra.csmaa:::.�,r::v�..:,.-=:..,s:.,;x�aa.:e.a<-.ca. ...-.. s, sa:a:u-r'aaa;.ar:ra::+ur:�.�u�a::r..c:::=.i:::mx':r:::r.::acs.asa�.::r�>•-:,,.a:eaa�a:o-.�:u:::�...•-u•xs:a:rc's:.'••.vs.:r:��•.. ........ ... ..� .� _ _ ..aL........S.Y..x....v..u...d'_..o-.L:u'G•:.,:_«'.�aTlw=:�`i,"iYr::4'oRl::.lil•..:Si.'�:Sfa•S.:'S*..,.Z:;:::SJsk'a YTi'ili�«w�i,�:�.'L:'a,:x+:LC:::vr:>.e 1'.ull:�r."S,LL£!11L:1f-J....w:mil uc'-i]'�,=:.::�"L.'..i.i.t.:...-_..3...dT.b'7-.•W.a,..J.- -•. ....... .. . .............��4:C.'T:.::tom l'1R:4NC.._.,_. J::h-.TM...«�,.�)`Si: i ?^Sa b .».a.r do CfiTx`ps.z::=.s-< ":Vi.,tr?:�n::.ry+t:y'st:T:�`i:l:,t..,uT_:?,..,,.. .. ..hS:lrri:•Nl Gi C o T1 J-J it % 0 L 0 A LOT MORGAN FARMS LOT 3 -4 r Lp co N/ F RSK - KELLCO INC. tD 19� 01 S 9`18'-50" E C 283,89' A - 20 ZONE AREAS TO BE )�:EDED TO THE TOWN OF S,Dt,TH WI N DSOR, GC ZONE to l rol c) 4,PEA=0.029-�- AC,% AR E A 0.01E 5 AC. 3 5'sly N/F -------- say J\ ..4 EDWARD F. SHARP fI 9) Wf C)Q- �p co 24 SPACES ul 24' 81 T. CONC- PAVEMENT % ;01 TYP I �jl lk 5 SPACES ."I - I h=qo0-00,-Oo" 6, 'ACES 0 15 SF > C),> Od 00" kkt R=25.00' R=2 5. 0 C) o 0 Lu Typ p L 39. 27' Lz 30.27' N < U) I -C) L 0 TYP ;8\ LIJ 5 S :p( �-Ic L�— PACES 7- 01,16 \01 \11 ICD ro 16 SPACES SUILLIVAN AVE. in if) -`��BIT, CONC. PAVEMENT------- 1 R a a. N/ F `� s7.\; t \ \ r0 R, 7 SPACES z5- B.C.L.C. 10 3 C 0 IN C I k --�-C--L--cL ELLEN F SHARP N 2o' C-L.'(�=E1 cp- z 0 >� U) b I DUMPSTER ON CONC- PAD i-L z (D 20 L-4 STOCKADE z TYP FENCE ui uj 70 u a< u 10'S.Y uj < cl 1) ...... CL < b 0 N 680- 32'- 45 W 175.03, 0 0) >- 0 ED 01 . m 24' . 2.f) J,2 4. ..... TYP-,� Yp � j \ U) 3 5. ��c L lc� N/F -01 3' 3' 913 JAMES C. JR. 81 MARY ALICE i-- 8-1.SPACES ui McALLISTER 16' 50 �5 9 5 UF-Y• (NJ + lc�,00 LOT AREA 106, 548 S.F (\j (D 2. 446 AC. 0 GATE 51 WA L.L c), 0 CD t"36 N 6$ WALK O—W=- 9.5 0 C�ON CR= 7 RIGHT OF WAY VARIES WIDTH 50' OR Go' -0" 12"MIN. 1/4 R SULLIVAN A VE. 1 '4" 1' fiFicill To or 1-11�11TE j I PROBLEMS. CURB 1/2 4" TOPSOIL 'Oct ------ 4 TOPSOIL a SEED Ek SEED 5 CONC. SIDEWALK 6" PROCESSED STONE NOTE: CURB CUTS AT RAMPS FOR DISABLED PERSONS WILL BE AS MANDATED BY P A. 78-64 TYPICAL SIDEWALK SECTION MAP REFERENCE LEGEND BOUNDARY AND TOPOGRAPHIC DATA WERE TAK*EN FROM A-2 BOU14DARY L I GHT STANDARD 9 3 SURVEY ENTITLED: MORGAN FARMS "AN OPEN SPACE SUBDIVISION IN AN R 2 A-20 ZONE" PROPERTY OF THORNRIDGE, INC. 1750 ELL INGTON ROAD B-C,L.C. BITUMINOUS CONCRETE LIP CURBING SOUTH WINDSOR, CONN. 06074 SCALE 1 "=40" DATE 2-1-85 BY PAGE %-26-86, ENGINEERING INC. , SOUTH WINDSOR., CONNECTICUT REVISED :7 R=25' CURB RADIUS 'j-2-86 CERTIFIED CLASS A-2 BY EhANUEL W. LUCEF"' REGISTERED LAND SURVEYOR NUMBER #6293. LOT COORDINATES 11 C.B. CATCH BASIN BIT. CONC, 0 M.H. MANHOLE 4" TOPSOIL B SEED NORTH EAST 0 IRON PIN-j DEVE- 1-(-.)PED BY . R SK -- XELLCO , INC. It -.6 MONUMENTS 1744 ELLINGTON 18 11 E37.-2907 19('�X)6`9, I B47 ROAD 16 1 C-)126 0. "S 92 19788,3. 5c).7 9 CD SOUTH WiNDSOR, CT. 06074 I HEREBY CERTIFY BITUMINOUS CURB 17 1 S 1'11:1 99. ,8`­6 58 rHAT THIS MAP AND SURVEY WERE PIRLPARED 11,1 ED TEL, 644 -8140 , 1979-1B- 3715 ACCORE)ANCE WITH THE SIANDARDS OF (A CL A.s! SURVEY W3 DEFIHED IN THE COI)F' t)F: 11"RACTICE FOR STANDARDS OF AC'ul)FACY Tiff. 13(�IGIOVAWII".if IF' IPA(: 10146 .. EI7= 197775. 4971 I-Atil) "Ijnvryr)pr, sl A%- v OF SUF(VEYS AND Hol (-)DjJpTED DECENDER 10, 19�75 A!j P L 0 T P L A 19 101659. 1771 J97a51. 6a50 B Y 1,000 —0 THE COHIAECTICUT ASSOCIATIC)Iq OF L-AND SURVEYC v] 19155E3. BP95 I 9EI I I e. N151 INC, nnn Ag, r IP N.1 (203)666-0134 j 171 %, , -i-I , -N I ti . ." %.;.. v, m? A A Ff J 44 9257 1 c?R138. 6A-2 51 10 121 4 14 9 9 6 10 7-2 v E )i A 146) 1012( • 1869 R - 1 90J 1 . 5964 1 U - I JPVI 0 R G A P FARivIS DRIVr� T­ krt' X L3 a� 1 t` -c Ty T!3 Y 1, 7-5 1�- !211, 1 -A LOT COORDINATES 25-871 PER T P Z C()MtvjFNTS S ji'N", r p I E IjAM....... CONN ECTICUT S `0 M IM E N T IOWN S'TAFF C 12-03 1 2-9 REVISIO - 8-17 Ni 2 .. ..., •. .,. .' r ��1. r rY s .. ,. ..• .. t.l' 1 .' v. .T. x ,.,. , �4. _..._ .. _.. .{. i ... :L .... 5 v k .r .n . .. 4. x ... '.,..s. ...�'. ,1„..<......... >..-..... .. .,... -.:. .J tat ,+"•::, ,...., .. J. .., ,.. r. is .r .,...,. . { .,:..r ..f .. .•... _,.... < ,.... e, ._. ..:,: .. .._.. - .. _:...:. ., � r t tZ FP& .a.a ......r.. ...-.. .....<............ ....> ..,... r.. ... f. e ':t l 1 E„._L._.._F1.-_ ..e.r....1. ::w...r..... ......:...... _........,.:. ... ...._. _......: .:. .. __.. - ...:.. ,,� .... .. .7. t :t . .. ...., • � `�� ��rj'�iPr'� r • e -- GE ERAL NOTES HANGS 1. ALL CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ,SHALL BE IN ACCORDANCE WITH - ,A �, ! OUTGET 77 CONNDOT, FORM 8139, AS AMENDED, "STANDARD SPECIFICATIONS FOR ROAD, BRIDGES PLATi I AND INCIDENTAL FOR CONSTRUCTIONOOFTROADS,, TOWNNOFTOWN SOUTHF SOUTH WINDSORWZONING, SPECIFICATIONS TRAREGULATIONS,, TOWN OF TRAP CATCH BASIN TRAP HANGER PLATE SOUTH WINDSOR SUBDIVISION REGULATIONS" AND CONNECTICUT LANDSCAPE PATDIMENSIONS IN ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING TREES, SHRUBS, VINES, TERN INCHES PIPE ETC. ARE TO BE USED FOR CONSTRUCTION STANDARDS. NUMBERS A 0 C SIZE WALL _PLATE 0 2. INDICATED UNDEGRDUND UTILITIES ARE BASED ON AVAILABLE DATA. THE . � .,• '^ �' ' LOCATIONS ARE APPROXIMATE AND ALL ULTILTIES MAY NOT BE SHOWN. PRIOR TO r-t ;� :5_• A� 2564 111 27 9 IS _ zssn 20 z7 to le CONSTRUCTION THE CONTRACTOR SHALL CALL 1--800-922-4455 AND HAVE ALL UTILITIES �• D +� MARKED ON THE GROUND. THIS DRAWING HAS BEEN BASED, IN PART ON INFORMATION\ � ION ,W{, PROVIDED BY OTHERS RELATING TO THE LOCATION OF UNDERGROUND SEVICES. WE ` CANNOT VERIFY THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE HELD 9& // `� \\ \� RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN N\ A9 CATCH BASIN TRAP HANGER PLATE 81 WALL PLATE �, � `` �� A RESULT. - CATGH BASIN TRAP N,T.s, 3. WATER SERVICE SHALL MEET THE REQUIREMENTS OF THE CONNECTICUT WATER \ 1 COMPANY. CONNECTION TO THE CONNECTICUT WATER COMPANY SYSTEM IS REQUIRED N.T.S. � ( \ \ \`�� UNLESS WAIVED BY THE COMMISSION. BY: CAMPBELL ` \ L `` FOUNDRY COMPANY 1 4. SEWER LATERAL LOCATIONS SHALL MEET THE REQUIREMENTS OF THE N/F �% ` 1 � TOWN OF SOUTH ,'R S K - K E L LC 0 C, i t� `� WINDSOR. CONNECTION TO THE TOWN OF SOUTH WINDSOR SYSTEM 19 REQUIRED UNLESS -- - II , 11 5/ ' II8' ANCHOR BOLTS WAIVED BY THE COMMISSION. LOT 3 MORGAN FARMS \ S 690-18'-50" E 283.89' t ��� 5. ALL UTILITIES TO BE INSTALLED UNDERGROUND. M I" P.V.C.CONDUIT 6. TOPOGRAPHIC AND BOUNDARY INFORMATION WAS OBTAINED FROM MAP ENTITLED �, "MORGAN FARMS "AN OPEN SPACE SUBDIVISION IN AN A-20 ZONE" PROPERTY OF*1750 ( r \. 6' ELLINGTON ROAD SOUTH WINDSOR, CONN. 06074 SCALE 1"=40' DATE 2-1-[�15" BY PAGE 9 4 ENGINEERING INC.,SOUTH WINDSOR, CONNECTICUT REVISED 3-26-86, 5-2-86.** N/F ---- ;_--�- --_- UNDERDRAAIN--. -- ��.� �\ \ L LIGHT STANDARD 7. ELEVATIONS ARE BASED ON M.D.C. DATUM. _ TYPICAL x 9 2 71 x \ N.T.S. EDWARD F. SHARP �,' ' I T I \�' �\ �\ GUARDIAN LIGHT SERIES 73 8. LOT AREA = 2.446 ACRES. •litT3-8493 2 OR APPROVED EQUAL 92.5 �4 x � \\ 250 WATT H.P.S. 9. PARCEL IS LOCATED IN GC (GENERAL COMMERCIAL) ZONE. a 9 1 92 5 `� \ 10. PARKING SPACES e � �� 121 STANDARD p 1 92\3 � l� � � • W��•%�er Fa6r�� "•' ' � I ! .� / • �. � \ � � -�S HANDICAP S N t ! - 1 \ 126 TOTAL Sand g�ak 'ill Deptin Varie �,�t I r do II. THIS PARCEL IS NOT LOCATED IN 100 YR. FLOOD PLAN, EXIST. SAN, M.H- >f THORNRIDGE INC. I f I T_F> = 92.0 ** CERTIFIED CLASS A-2 BY EMANUEL W. LUCEK,REGISTERED LAND SURVEYOR 1 _--- ---- 21 -I f�RC.P. 0.5°/ '� I 92.8 \��� } //VV- = 65.0 NUMBER # 6293. Scfb9rade ```' 19223 - t� 611 VARIES 6,� I 11 t, a Ln I TYPE CL C.B. - '� I r T.F = 9I.WO / �I N/ F rn J 92.1 x 92. 92.8x r INV.=87,'I 1 /92.8 �,� �`.\� AS SHOWN ON PLANS DETE�1/T/ON eASIAl U•D RA//V ELLEN F. SHARP g2.Ox �24 928'� _ z, If) �i o S TYPE"CL" C.B. \ .F = 91.60 ll " INV. = 88.16 \L5' CONC. WALK 6"TOPSOIL @ 5E£b - 92.8 U - F l \ , W COMPACTED SUBGRADE \ \ \ \ \ _ _ _ \ t � 8" PROCESSED STONE N 68°- 32' 45 W 175.00 zI o' ' 1p ' \ ` CONCRETE SIDEWALK FELT PAPER <1 N l `� -- -92 _ BACKFILL WITH 5U88ASE MATERIAL C91 -92.1 - - 92.4 ` - �� O I �I I i TYPE��CL��C.B. W N/F o of _ P PERFORATIONS TO ROOF INV67 ! i t EX/ST eB. BE PLACED 1 JAMES C. JR. & MARY ALICE I AI` T.Fr = T C.B. HOLES ' 8E lia" - INV. = 9. 0 ,� OR 3/e"ola• - MGALLISTER ``I I BIT CONC. CLASS a;t, 1 11 _ •4 x ` SURFACE COURSE (COMPACTED) UNDERORAIN I/2"STONE N �. \ -88 z 93.3 �- uj f ` EXIST. C.B. 2" 81Tr CONC. CLASS I -- _ 9-60 gp -� N f1 /, v 886.35 BINDER COURSE (COMPACTED) SUBBASE N , p t s / NDERLDRAIN CO �_ � I NDERDRAIN { / TRENCH WIDTH , INV=86.0 \� 1101- I5r' R.C.P.. a 0.5% 20`-15"REP. � INV=86.o nu -UNDERDRA -0.5 9`0- -� 'UNIJERDRAIN p� I STANDARD UNDERORAIN _ Ia=9�' ^vim/ ( \ 6+`PROCESSED STONE (COMPACTED) \ --�-� N 68_32`�45_W�_199.50 R- _ � y2 6" (MIN.) PROCESSED GRAVEL �j NOTE: UNDERDRAIN WILL BE STANDARD 0O.T. PIPE OR AS APPROVED � ` ` - -`g� �� -� BENCH 1W R SUBBASE (COMPACTED) BY TOWN ENGINEER, INSTALLATION WILL BE AS SHOWN ON � � 1 EX/ST. SAN. M'�H. COMPACTED .SUBGRADE PLANS OR AS DIRECTED BY,TOWN ENGINEER. OVERFLOW STRUCTURE ; T.F. = 90.68 T.F. = 89.0 III SUL L/�A/V /NV.=83.60 A V,E, DRIVEWAY AND PARKING AREA = 3 Li I ' 15' R.C.F? 81 4" U-DRAIN � W. j -. __ W. %; ' _ - r;qs PAVEMENT DETAIL N.TaS. (I f� DISCHARGE STRUGTURE SrArE OF GONt4EG'�1GUr �41�; TF. = 88.0 T`(PE. 'G-L' FpAmet 3'- 0" 1I INV>=85r63- 15" W Arlo GQvER. - 1�{I�� INV.=86.0$ - IO�iORIFICE PLATE 1Z' Z' p�'4' I Q p 1Z• I'-p'/c' it SSI� J N II 1 tE6END 7*,�, - I 17�,� e• e" rj+y,,. I o-� --90--- EXISTING CONTOUR 1 - - -90- PROPOSED CONTOUR CATC I"'I PEA 51 N - TYPE f�C- L" x 92.8 PROPOSED SPOT GRADE ELEVATION - OQ , ` a LIGHT STANDARD /////// ,//////� 6" TYP_G�/8' I:(��/6" �y�'��2.:, en ID/a o" r to°� to .r z 0 --5-- SANITARY SEWER lg O M.H. SANITARY MANHOLE I HEREBY CERTIFY THAT T T I I I r, MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY A5 . `Qa9'` C �.,rrr•��� O :: .•• TYPE 'G IrFLgM ///� '///// 4"X4" POST �'-� SANITARY SEWER LATERAL DEFINED IN THE CODE DF PRACTICE FOR STANDARDS OF ACCURACY _ T2- Z'-10/.+ •12" z 3 ~�; AND COVER . r r,' N r� �fi �`� OF SURVEYS AND MAPS, ADOPTED DECEMBER 10. 1975 AS AMENDED L --i-�._ OId• i� 2'Ff�ID- �` n eo O ��;...JhO t- a� LJ WATER SERVICE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. � ~' `� ��o PREGAS� G�l1G flE a E vJ; rrz THE EiQNGt4YANNl CROUP,INC. �_ _ v 2 t., LAND SURVEYORS FINAL GRADE EXISTING STORM PIPE a . �.� -� Iformer,Y W♦:,Pelefs Assoc.l e ?:U. 14645 75 Klils Lane PROPOSED STORM PIPE Newinglon•C onn.0611 7 '- lib - 7'r+b ___ MATGt-1 _ _• Siofkm SEWS=R Lit-IS _ ❑ C,B. EXISTIN N / d'4g+rcaoR0n66� (203)666`0134 C G CATCH BASIN v ~,� j 41NC 71� PLA14 r",o1� 51=F-5 ;. DE VELOPED BY : R S K KELLCO , INC. I �� IF3YE�T SI.EVf►�-IoNS. ® C.B. PROPOSED CATCH BASIN 1744 ELLINGTON R D. .4" Qvc SOUTH WINDSOR, CT. 06074 WEEP I-tioLE: +o = } wEE.ly iiotC WALL jHsoKNE55 TO 6e •: ': TEL. 644-8140 , Iz" FOR r>E.PT1-15 �IREArER CONCRETE T-1- 4 40'P FOOTING (TYP) ° TOPOGRAPHIC •. �S •a.. ;��- -'•y �•. .,� � :o 'ii.��. r r . •e •p'_'r:'� J. G�.ASS A' Ga}J�>�1: GR •.'�•, • f '1d �e�• �•:�. .: �,n 4 ,f A f;i:GPAST s5�,s�. :. v PLAN MORGAN PLACE ® @' TORRES ENGINEERING, INC. LOT I MORGAN FARMS DRIVE CATC )-1 �/� �j �� - T-Y��. SIGN I (� N $-25-$7 PER TPZ COMMENTS.' v °a® +��Pa4agto °o •, 75 KITTS LANE 5 3-5_87 PER TOWN STAFF COMMENTS. o� +�'.`' SOUTH WINDSOR CONNECTICUT N.T.S. - NEWINGTON CONN. 06111-3935 1DAi.LAS 2-17-$7 REV. GENERAL NOTES. 12031 666-5690 tit:A1.1:: 1 DATE REVISION 1"= 40 D:�TF.: 2-9-87 - Eil': R.A. CHECKED; O.T. 3 of 5 " MORGAN FARMS`, +1 �� LOT 3 \ \� BUFFER OF EVERGRE �VS t ! ' PER MORGAN FARMS N/ F \/ \� CONDITIONS OF APPRO L1 P — "RSK — KELLCO, INC.1100-1111i "I'll E DWA R D F. SHARP " ` I � � k ! ! � � _ � \\ \ �\ �\ _�1�-�,r%�.. lam. .-/.�.•' `. .•-��t_ j . �w .✓,.. `J� 1 qp 3c. A? / j �..� \ ''•� `` �\ r �<!1-,{��:,� �`-�t� �f v�1`Lt,.R f`. r.,t��� :�����s+t f�•^\ S 1'��`� t �/G— Dt) _ 1 ! � I � �` \� � "^-7 ;I ;%{�' j�''\ 11'<�`�:f�c%�. (;`�•�c„4 (}i� �w.fc.�.;���f><:?�r-/-i Ln — � I (.'tJ dj7] -j i Ali {)' 2 \ I� N/ F ELLEN F SHARP T;2 s N 68° 32 45 ' w 175.00' l o , 1 N/F Bil JAMES C. JR. 15 MARY ALICE r;�_~ Mc AL LISTER ! -7 LIJ ill I iyl OC) ` _ .I99.50,'_ y2 90 SUL L/VA/V A VE. r I . PLANTING AREAS ARE TO BE. EDGED WITH BLACK VINYL EDGING, AI+JU TEULCHED W I I'!l WDDI7CH 1 P MULCH OVER � + WEED BARE?I ER . 2. PLANT 1IJG AREA 3 . QUANTITY OF PLA14TS SY11SOL t PLANT LIST 7-1 SY t/1 li:�l�i �!Gti !Ll T�1 `.; - G �/�f7 r�k i-i A,� [ 'tt 7 fZ a✓ � 2 -_2 CL\i A ) r�i' AG ?�AiAt�ia;c�-� IGR11..1SC�t�i i�;t�1;� ( h • F�" IA?� E 63 z++ -Z �z GAL =�.5 si-iowi-i r�7 I�j f�ZA�r r\ 7 i L+�W�i; `'��Lc" ui'1-liiE �iv-1A � V,-!% ;z r \psi-t i i� AZALEA � � , I�G"-Z4 �!! 4 F-r, o.6. —.. �'.H 5 r'\Zhl_C.F'c :-i'It�iC7 Li�IA•�s��+ --- '-iIIVC7 Gi�:;�t�0't�: -�2r'�i.r*..j•� G. C� i�Ji_�4-1i 'r1 i `�' Ste'4. D,C,- fa G•ca, I�b-Z�} 1-1 i �' >=�. D. 6. G Z1 Gott-luS AL>3A Si>a_�+cH - - '13FF,1Arti 7 P -w1L1 7c�c:lw��7 3 3 �- Z �tJ�IPctiliy�S %E:�+e`.�;��,r•�;�i_.�Zi�;� - ��p vl�+J c;-w�K;J�i�1J..ii.:t� ijr g 2k - 31 1a i 4 F±: O. -�- lb DEVELOPED BY : R S K - KELLCO , INC. 43 -F) S S iP.t7 ':Li .• fJ�il jtr-_ =_-tl.It 1744 ELLINGTOf�I RD. �� ►-+i. I� a. U.G SOUTH WINDSOR, CT. 06074 i: TJ�n �E. h. LuvtCr>c, o . A G �11 s �. TEL. 844-8140 , c o NI ?��c.� ,�N�c�",.C=, a�-'�;'�� C� . , .a -z�F- Pr' -'�-� �i. O.C„ J L 2Q �U�li !�l:uS „Nlr.Ir�t•�IS EGA a ticc� ` i= rl - _ -�� t r LANDSCAPE PLAN 13 aUfisrEhLc� `�G��1 ` T.�' �11C r4i�'CJLI� �t ��� �i tiI / Mr associates I�. 3 -•G�D� w _, !fit-: tom/.=� N•?,. la, -- .l.Ca ':._ -Z� S{'rC' 1-r- . P.�.. $�F �� '�. y;A::•'. W ��v z h _ east hartford " ORGAN r r- + i r +i �?:C:?ti J a Y "2Con Eecticu` _- _ 'r �' N rIvIl ti hip I EtV i Pl ��; �1-il�.SP, J4✓l�� 1J��,lk-• r. �r 1=, 1;�t,.L. tiLo `�l, 3 ` rik ( o - — - tds9 ,,� 7�KITTS LARRES �EEERf1�IG, INC. LOT f - GAN FARMS DRIVE .�,K � A� ( land a Chit - �,ytik .. ~ I" GCtS 8-25-87PER TPZ COMMENTS. ', �'' i� NEWINGTON CONN. 06111-3935 SOUTH WINDSOR CONNECTICUT GENi � � 3-5-87 PER TOWN STAFF COMMENTS 12031 666-5190 A " ; . � -.. . "it: 2 9-87 DATE REVISION _ .... •� F.+,F! 1�t'.'.„ G.T. 4 ;�P 5 CONSERVATION PLAN NARRATIVE ALL CONSERVATION ACTIVITIES WILL BE IN ACCORDANCE WITH THE CONNECTICUT "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED IN THE ORDER SHOWN BELOW. �[1 INSTALL HAY BALES ALONG THE EXISTING CATCH BASINS ON MORGAN FARMS DRIVE NEAR SULLIVAN AVENUE. INSTALL. CONSTRUCTION TRACKING MAT ON THE ENTRANCE TO THE SITE. \ PARTIAL CLEARING OF THE SITE MAY BEGIN. BRUSH AND SMALL TREES TO BE REMOVED ARE TO BE MACHINE CHIPPED AND DISCARDED OFF SITE OR USED AS 3 MULCH FOR EROSION PROTECTION. HAY BALE CHECKS SHALL BE INSTALLED AND .•�' MAINTAINED IF PRECIPITATION OCCURS DURING THIS OPERATION. CLEARING EQUIPMENT SHALL BE KEPT AWAY FROM THE PROTECTIVE MEASURES AND ANY DAMAGE % � �� �� SHALL: BE READILY RECTIFIED BY THE DEVELOPER. INSTALL HAY BALES ALONG THE SOUTHWEST PROPERTY LINES. MO R GA N FA M S II \�� l �y J CONSTRUCTION OF THE. DETENTION BASIN MAY BEGIN. LAND DISTURBANCE SHALL I - \ BE KEPT TO A MINIMUM. ALL EMBANKMENTS SHALL BE AT 3: 1 MAXIMUM STEEPNESS LOT 31 `� �;) f AND SHALL BE FERTILIZED, SEEDED, AND MULCHED IMMEDIATELY AFTER 1 1 /`� tt CONSTRUCTION. ANY AREAS THAT SHOW EROSION OR CREATION OF RILLS SHALL BE N/ F REPAIRED AND STABILIZED WITH JUTE MESH OR EQUAL IF REQUIRED. .., �►•r�_ .�rRSK - KELLCO, INC. , t _ Yi �- \ �`� AFTER CONSTRUCTION OF THE DETENTION BASIN IS COMPLETER, INSTALL WAY r,. �, ;�••�-.4sr'.�.,,-•.,,�vv,�,�•;� � 1 -r � •�� �� � BALES AROUND THE TOP. REMOVE SEDIMENT FROM THE BASIN A5 OFTEN AS S 69 I$ 50 E w�283.89 REQUIRED DURING CONSTRUCTION. ••r-.•+ STORI.1 SEWER STRUCTURE 4'•'.; ;i�1 s..._,;;;. �, t\2� '., � �, 1� BUILDING CONSTRUCTION AND ROUGH GRADING OF THE SITE MAY BEGIN, EXCESS 0 r ! E nB `� � �- \ MATERIAL IS TO BE STOCKPILED ANI? SEEDED. INSTALL •HAY BALES AROUND THE 1 i STOCKPILE. o T7 UNDERDRAIN�y_�-�. . INSTALL THE SANITARY SEWER AND WATER SERVICE CONNECTIONS TO THE BUILDING. N/ F X9 :7,T - , -^_r x3.15 1 '"' '„ %-� �' t t:,.•� '� ! // �j_ I '• I - 3. 5 ;"� -�. FLOWSHARPi I I U!1 FLOE! +� _ r , E DWA R D F. fi INSTALL THE STORM SYSTEM UP GRADE STARTING AT THE DETENTION BASIN. INSTALL HAY BALES AROUND CATCH BASINS IMMEDIATELY AFTER CONSTRUCTION IS '--� , • ~ X --- I b •� COMPLETED. CATCH BASINS SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION 92.5 _ 192 \ PERIOD AND UNTIL ALL DISTURBED AREAS ARE STABILIZED.E'` 92.3`, S SEEDING MIXTURE FOR FINISHED GRASSED AREAS WILL BE AS FOLLOWS: KENTUCKY f • `� ! �, --��v:- r ,•�_ p I I i I Jk �i' \ s's' (0 BLUEGRASS 45%, CREEPING RED FESCUE 45%, AND PERRENNIAL RYE6RAS5 10%.. SEED TO BE APPLIED AT A RATE OF 4LBS. /1000 SO. FT. . PLANTING SEASONS ANCHOR WITH 7W0 Z"X1"X3' 01 STAKES EACH SALE cv I ARE FROM AFRIL 1 TO DUNE 1 AND FROM AUGUST 15 TO SEPTEMBER 15. 1 .1 ......_ _ wry I I I ?11 0 \ � EXIST. SAN. M.H. SEEDING MIXTURE FOR DETENTION AREA WILL BE AS FOLLOWS: CREEPING RED HAY RA IISTA AT OII AT CAT H AS h!S 1; I I ; I I \ TF = 92.0 I I FESCUE 45%, REDTOP 10`/., AND TALL RESCUE 45%. SEED TO BE APPLIED AT A �+ �21C��-15I RIC.P.I OE.S°/ 1 /NV. = 85.0 RATE OF 2LBS. /1000 SQ. FT. . PLANTING SEASONS ARE FROM APRIL 1 TO JUNE 1 1 _ �, ,� AND FROM AUGUST 15 TO SEPTEMBER 15. 92.3 - TYP E C C B. TYPE C L C.B. ' Lo I I ��� T.F. = 91.60 SzA : TF. = 91. Go 9 `f' I f i ik�? 8 ;65 INV.= Sq.80 92 e � � r `'� �� AFTER CONSTRUCTION AND LANDSCAPING ARE COMPLETED, HAY BALES AND 'f:• "''., :t.. 92-.8 92.4 � CONSTRUCTION TRACKING MAT MAY BE REMOVED ONLY WHEN APPROVED AND DIRECTED N/F 92.0 ° BY THE TOWN ENGINEER. ELLEN F SHARP 1 :. : •� �::::. ' x 1 -v OPO I I :':': {: �'•''"''~f I o _ _ ANY SEDIMENT OR SILT REACHING THE STORM SYSTEM SHALL BE REMOVED BY THE 'iti:, •''� y r..: +• I "t o \ O CONTRACTOR AND THE BASINS SHALL BE CLEANED TO THE SATISFACTION OF THE Q� + 1 :.is;i: +i:.:'+•:• ::.� {�: Si' O t \ TOWN ENGINEER. Sp, ' 'STOCK PILE• I F.F=93:5 4 ; ► 04- 4" Minimum � AN. LAT. J � 'u 6$0 32. �5,. '� 175 OCR' I zj - 04 s `� 01 -� Q I �� \- -92 CT DOT 2" i �, 1 TEMPORARY CONSTRUCTION I 92.4 1 ENTRANCE TO BE LOCATED AS 1 1=I 92.1- DIRECTED BY FIELD CONDITIONS. ,� FILTER FABRIC b,` 0 00� a+v TYPE 91- 90 ti h, 1 N/F o � I - - wV=s6.os ° ,? 1 + ExisT. ca. I _ Roo F TF. = 89.60 CONSTRUCTION ENTRANCE J A M E S C. J R. & M A R Y A L I C E - ( I a1 j3 ' - iNV= 8 . Mc ALLISTER Z I 9 .4x ` _ l 4 EXIST. C.B. t� -88 x 93.3- - - - ' T.F. = 89.60 �o 2 / /NV. = 86.35 90 Ne ' B 8 °, 1 / t EnA cr, f \. --1) -C) -� -- ------, -----, mac, -- N 6 8 3 2 = 4 5__..W 1995 STRUCTURE ' ff EXIST. SAN. M.H. / // / � / �/ T.F. = 90.68 /� r�c TF C �' SULL �VQ(V /NV.=83.60 f-IVG . INV. to i JI LEGEND -90--- EXISTING CONTOUR ---90- PROPOSED CONTOUR (L SWALE x92.8 PROPOSED SPOT GRADE ELEVATION 3 Zw BALEO HAY 1-O- LIGHT STANDARD -j Il�4iJ��. FLOW 1 i U- BALES TO BUTT I�i� +' I =a=1 f TOGETHER --S--- SANITARY SEWER 6,a: I FLOW �i SOIL TYPES 0 M.M. SANITARY MANHOLE - .. . Ilk 01 25'ON CENTER `,,;.,;1 NI EnA - ELMWOOD SANDY LOAM, 0 TO 3 PERCENT SLOPES SANITARY SEWER LATERAL 1%1"1 3'STAKES ,:+' W I ?off I'll N', 01 MIN.TWO PER BALE '„1p�Yc FLOW �I EnE1 - ELMWOOD SANDY LOAM, 3 TO B PERCENT SLOPES -W---- WATER SERVICE DEVELOPED BY . R S K - KELLCO - RIG, TM). ~I ��-�W EXISTING STORM PIPE i744 ELLINGTOIV D. illsa; THE ELMWOOD SERIES OF SOILS ARE MODERATELY WELL DRAINED SANDY SOILS OVER SOUTH WINDSOR, ,6074 f BALED HAY !�J}yj: I SILT AND CLAY WITH A SEASONAL HIGH WATER TABLE OF 1 .5 TO 3 FEET. TEL. 644-$140 . PROPOSED STORM PIPE MI 1"z O STAKES SzA •- SWANTON VERY FINE SANDY LOAM 0 TO 3 PERCENT SLOPES MIN.TWO PER BALE y ❑C.B. EXISTING CATCH BASIN (TYP.i 6 �Y�,". CONSERVATION PL THE SWANTON SERIES OF SOILS ARE POORLY DRAINED SANDY SOILS OVER SILT AND ® C.B. PROPOSED CATCH BASIN PLAN PLAN CLAY WITH A SEASONAL HIGH WATER TABLE FROM THE SURFACE TO 1_5 FEET. IT IS. � '' � �� A' �•�`: ALSO A WETLAND SOIL. HAY HALES MORGAN PLACE ' ' SWALE LOCATION TOE OF SLOPE LOCATION �� EROSION CONTROL MEASURE TO BE -- - - - - �; 00 IMPLEMENTED IN NUMBERED SEQUENCE +1esy TORRES ENGINEERING, INC. LOT I M OR GA N FARMS DRIVE SEDIMENTATION CONTROL BALES . N.T.s. � •e,�,p� ,•° �- 75 K1TTS LANE ®►,. , o • A`' B-25-87 PER TPZ COMMENTS. sananni �°' NEWINGTON CONN. 06111-3935 SOUTH WiNDSOR CONNECTICUT 3-5-87 !PER TOWN STAFF COMMENTS {2031 666-5i90 I" = 40' , ' 2-9-87 L,•ATE i REVISION R.A io O.T. 5 5