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Terlizzi Subdivision Plan Maps
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I rN�o.7�_-:t-,,_- �..- ..:,. Ir.rLLd'��_I._, L-.I i. :_3 k.I,tt-I..,,.T I"I.._*- ,'�..,. ,�.-'.. .G. -.. D.II C'...,1�I�g I I I� _I1 1I. - _ _I 1 I1W1 ,II ..1.I-.�...I II ..�0 'A`') • I - ! N ft ` • • kk .•'i 10 - ' - ., L' .,. , .. .. - - _. ..:. t . _ .. _ - . ,- .. .. _ .. i O .. - D `Ttxun 'crl� C5r t/i`IfJirrl�o�c .• _ `Tsu�n op..South`l!1uk: e .. s s y c - 511tL11�At1.AVENUE•':SPVTit.WINO50R.GONN•0607�,.;`: '� _ �� r�u �5<O SULLIVAN AVENUE•:SOUTN-WINDSOR CONN.Ofi07s u„_ `"'._,�p,o�,co.' AREA:GODE 203J64<•25n � '; �o �o� AREA,GDOE 203/644-2513 s October;28, '1985 " - C ... ;', ary 19. 1986 A t'. Willfam E .Grace, Esq. : _ r 144i1 race .Es wire CERTIFIED'HAIL I s25 `aakland toad . :South Windsor, Ct:n 06074 lam E G 9 } . and . ,.... . ). `' t., . . 25 Oak! Rd: _ , !.�A .. .,:.j 4 South�Mindso t..0� , ,_j. d :, - rl d'r T•Jr• %zzi Bac'.Alezander'Te izzi -.:_ Re'i.`.:A #1100 AleXatl e e I� - . - ..- pP•. .:::.- . -...- . :. Site..Plan.of Develo went; Lat'-#6 P Application,# 369 8 373:`' :. ,. . . - - . - ,± . . r' k`'u..:•:Please.be,adyfsed`that,;the:Pleiinir�g 6''Zoning-`Commission.voted: *i feat..M ..Grace:''.:' r 1 Octiolier::22 l�. . to`nppr'ove,the.•above.,applicatiov,; or a sste'plan. „ . ..i... '1 - o£ developmeii't for Lot #fR'•�s'shown on:plan§,:.prepared by..Palmberg. 6 ;At>'the February. 10,' 198b meeting;.;the South-�Windsor-Inland Wetland Agency/ : .. . , ,itftsso,'s'"fi: S.,,and P.,.t..;.<`diied S'/1./85' _No..'85.08.7,:.subject to t1Ye". : Conservation.Commission,apprdved`with• conditions Application /369 & 373, } foll6i9ing'_md'di ficationss Road..la out and drains a and.S.ite'Plan - Lots 2 & b.',..._ _ .. .. �:. . ; '-. Y g . . 8 • 1 .>:Additidnal, trees: A*Z3 be shown en °tilie'landscape;plain'for'this site.: The.#ollowin conditions must.be adhered to for this permit,to be valid-. . :/ , 2 A bond';in' th'e aniountl•'of•,55,000 sha31-be submitted.to. this,:Commission i I. .Detention basin must"be sized for 1 1 ear' to _ . to;eiisii're.coaipletibn'of landsca iii " � . s '.. ' P ,g�'':'.' :., • 3. '. Ou Boor'liglit3ng'rshall.be in accordance with°'Section,8.7.3 of ;,'2. Aliy�fill'should'be`clean-fill`-per Department;of Environmental the•Zoning Re yI,>tipns: :� ' Protec.tion`Section'19-524-2 definitions #15.,"clean fill means of e ' natural sail'-which is inert in terms of leaching arsd does riot .....;I:......�.II:;II1.I.I 4 2hi, approvals s s je'ct to the aondlxtions of approval th r ! .• t and or sur r , in roadway if_ In1a11d.Wetlands •. w.rtey/Conservation ,Cammissibp:, • :. •. . ,: eptwouloes th , , - r:, , ..., [ .. I andeth �_..-- : .'• , : 5.. Prior to'aommencement,of site:work, a;meeting plust be held with r «' i4;. Previous black to :fill on site should beausedaonl as base under - . Town Staff.,..... P Y _ .... - :�-� a . •. 6 No•building• peri6ifitr will be.issued•until. the'Final:plans. have - 3 +roadway. . ' ".' been £iled•in;the:Town Clerk's.Office.. R r:: i t 6 to to plain. - � - c I.f ' 4. ,'Addit onal .trees on l0 2 &. be added• Within••90;days-af:the.,date o'f approval- (by January 20,--19861.', 'black and . . v f this 3. Construction:activities.shall be subject to 2he'a royal of ... .whi.te.mylars of'the''pt ens, :with the-letters,of 'appro al o - J pp t - . .� ,":,_,Cbmmission'.and the Inland.Wetlands Age cy/Cc3nI ' tion' Commission . the:To-vh Engineer.: 4. L,;:.; a - _ ' %_ reproduced thereon, together-with,threb blueprint,.',copies,' must be d submitted ao this,'Commission to be,stamped and 'signed. After signing, 6r :'Ihe application shall indemnify and hold harmless the To+m of _ . ' •'ttie';niylars wilt;:be 'f.fle .in the TOWn Clerk's office:' _ 'South Windsor against any liability which mightG result-from the .- -_. ✓ - C+�` -•�- - "i --." ! d e tion or'use. $,.. . . . - �(_. •:'y� .. . Y •`'`', -rJ\. a.. HIV�•, -� ,.propos opera � (! Yours'very truly, E1d5Tir�!( I _ ._ a �✓ - _s 7. . The permit is valid for one year end shall expire February 10, l987: . -R�=_,_USE . � ! PLANNIN ':AND ZONING Comis$ION . ' 1 � It. � 7 •� ll �' �+:l.:v i t` .,� ,_a Al i ?� .�:'ry _. ,.tz_ • Y tr _ - � i _ •r�- .�� ei"~� {N 1��G✓L��DI\I1510 C. ;)I F. gan, Cha ,man C es, J1ep. T Engine ar/> u ;11� <. _. ..�...- 1 � ` Y ly yours �., HerHlyDaHurgez Town Clerk - r - k ,_,`�L�N\N�� !\•�47 �3 Z art 1 r ) `'' =. or, Town Manager .John M. Moran, Jr., Chliir @- I CC..- T. ,b'.Auria;',Building Official i i icha d 3' s .. 4 Councilmen'Cincoln Streeter, Count 1 Lia so Tnlend Wetland'Agency/ ns vatlon ;-.�a._ _� .- i '� _ P DeMs3lie,-'8legning Director:,.. _ % 3 l.oT S ly `.� i .r ?4 C' ��E1.I `.�-�.0 1 V .R .:.Mar'tel °:Town:£ngineer'. . Robert Gillig'an,.Chairman. Pd mmissiors ., , o Co : oma #a, uilding 0 cial own of h Win rI E:.'Belleviile ' r ARaessor `. :'- Souc do ! .,. . :.... . PetergDellaaFie;:Qirectar'ofEPlsnning _ _ �r ) , :._, ;inland Wetlandls l�gency/Conservation Conuniesion _ ...... ,� ?' _s . =: ` .,.. Yenneth Hr�-21 ''Chairman,Economic Development Comm. '"'" . . . i . _.. ,t .. ' - -- - . .y I. _ _ Alexander Terlizzi . _ _ t • �pT l , (t �o_T.. 7 t_!",:1:� _ _�.�:- =r- :VC _ _ _.F - _ ___...__. ._.-_-..._ _-`,.1 r - I. - - `4-• 'IPA _..7J •..>:-,, ._'i0_ _77-._:-L.C_ ;t�G.r., .. . . _.. . - .�,��', „ � _-.--- . - _._ .- .. --- .. . N �.IT.;. , J ::.> t I : . :,.. ... . . . - . 1 i ') a ` ` _ Q i' f:� . _ �.w -_ t -� p'I . to . �, j `� .. (c'a _ i V1� . _ �� a ,.y,,.. . zaq . to-I_`25 ,: j r . . �-� 1ti'�,���� - . -'- -___--- ' -- .' 1, . - ... '' --- - - •, - -.'- ,:. t . . .. - - `- Ii . �.._.�> Jl - . - v_Vic- . .. ".. ., r P F '' '� . AP 'S OM. ►LE0 t- ROM' OT HER MAPS, DEED j �'IMENS!ONS AND �JTHER SOURCES, Gr IN1=0RMAT!ON, :,. .1' " - r • i J.l,l_,,;:�,r ,.�.. :" i�1 T 0 BE CONSTRUED AS� AN ACCURAT 1 RVEY _'. - - �. _,•.- AND SUBJECT TO CHANGES AS 'A MORE ACCURATE . .: .. �; a���-ems ,oP 0. ,t 1 ,a - SURVEY MAY DISCLOSE i . _ J P� IL.. . " 'G}e . '� r 4`1- �' `• a __ - .__ ..__ _._ ..__. _....., i `1. r41�1'tl cog �Ca �11� { y'")N i _ ._... ,. _ - i- • • 3•`804b`,. ¢% � --''_- 4'!`r 11'-1 1���v 4j'r S17,;� I I. ..•, -. �-� `1. - it N 4J 5q�. 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Lu C� r.a�J t"iL•� �'1'1��-- 5=olcx�7'o � INYE �-r� NT rot IJ s `J 7! 07 1 vv./+ 81,31 "r�Ap�71�iG�L. ��`•� '�` PARKING SCHEDULE C�a�3 71 I17 94 SITE DATA Site Located in Zone I to La>rtLv Lot Area = 0.87 Ac. �0�;T R-!) �T�Tio1�1 P �N ��T�-�-r Zr�, � ��� �-�- �Lo ua� Maximum Building Coverage - SO% Building Coverage 28.5% Pavement Coverage 32.8% Business Offices 1 space/125 ft of gross orrice area Total Impervious Coverage 61.3% ::dustriai and Manufacturing 1 space/2 employees based o numerically largest shi-fr . u £: 750_t x ? 1 spate Q;b saacas � : ! 1 2 offi ce area f 05S O C I _ fC o r . S g - r _3 Emo oYees x space e "z _ .. Y o , m 7 � es n_ � 1'- e numer ically la rgest C S _ Employees s on n .. Em _o -Y � g Y 1 C.C�I�k T NO t T T C..c�L c� ES K l�s T � T TcD 1� 0 - - t� ` TOTAL PAR.k1!r'G R Q[l-R—ED = 15 spaces Site not located in a flood zone. ?�OVJED V) ' 4 Y spaces ���� Q w , Z� (A Total site in inland wetlands. -0'.._0 1 Da_king (9 Elevations bated on MDC Datum. 1 5'.x20' 1 Handicap Parking spaces Q {.r All drives, parking areas, and storm drainage, to be constructed to ;OT=T ?: <? G PROVIDED: 15 parking spaces (� Town of South Windsor specifications. Contractor t s ri & stock stockpile topsoil in areas to be disturbed by o strip p P - S l.. areas disturbed areas construction then spread on all unpaved p ,oT � rea un P t prior to landscaping. 3 ound all proposed catch basins and w' a es ar straw bale ; Contractor ill stake hayb 1 p Y J l as directed b the Town Engineer. 1 Z trench 1. Excavate a trench stake p. Place and stake � 4"deep and the• ,. straw bales, binding 10 C,a I.P. 's to be set on all property corners. i1 ! width of a straw +Ill two stakes per wire or bale. r a bale.width of ba e twine !I rl+I L , I Any additional sediment erosion control measures deemed necessary by t::.:.•. 4'I,.,. ''ll: -- ,n :. 15 f�ol`�l�Ircc �P construction of any site improvement shall bimple- mented� { the Tocan during construe n e by the Developer. All disturbed areas are to be reseeded. : C3 °I' l ! packed compacted strawy 3. wedge loose straw 4. Backfill and _ Monuments to be set at all corners and angles of all streets and at Plan p.!� !�• between bales to backfill compact the I ,}- 7ry/ ' create a continuous excavated sail �� �h1t� t;•--(�a'Z'Z barrier. , �� �l�lt� all points of curvature and tangency. as shown on the �� ` �' ��ti.Pi Tt7 I ; �i-�..� �� ,�o outside storage area. .!f![l;rllll 11��9r�� uphill side of � v 1f1 'ice- (p9,C�� g r the barrier to i•- i!�r' prevent piping. _• ..;�r — ��1, ��:.L,, - .� •-y"ZKy. ..q - - r J- > l0 LF -i u.=-�.r .,..,.� » -_ ,,• I O L d: j L 5 z-s t�-o S v�l ._ ''t '�p C�.s 'Q - ' .I`«!ciao' s!`'!�b` ;ia{''' °�['� ! •----_ d ' 1 a .� sm lii,�l� �• r.. S Tr PL Q t� oK I �r = 73,0� OR,AIFd.&GE WAY � off'° �.t�• t=�73,Z'7 I l p���Qri —AAl io4fy4 ; —� ` LJ�+����,Pi -G Yi i �� 6 �~ " �1 - r ` �,. �- ✓J Elevation: Points A I - — l t-k a should be higher than -L Points B. 4 Zt� �—� No.80480. 1- — - rl1 a s 0. 3SD3 _ Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, /1 6.. l.G 1� IONAL Connecticut. Z t--F Z / _ (fi'1 JC� � fsaor•�unn0a �,^e,.s- . k-��4F�LES— �V�E�1T �caSt0t�1 Gor tTi�L. 5�c) c)��a =l�J/o Y 3 -41-8L0 IC)t- / - 5a.�,a 1-�,� . Pt_crr d� roQoc-1c���►C. Cow-- -r �o►J F�.t�l �=C�>,c� T�=7�4-,Z� 7 - � s-ro.. 5•►oz."1� �sl� n�NQ �� �3,5�1 � Cp�l.��3 ��a.�. _. `----�-- F TF-7.3.Z7 -cam , �= �,-1.(Do cat .� � : �'" o � LE-ta E �/� -130- — 1=XISTING CotJToU 2 ��� ; �=0.:.0 PRoPosEo cot�-roU2 134x$ Ex15"f1I�1G SPoTG1>Z��G ���% IN�sv� vJ�r�o �t~r`�yPE.� i3,t... PRoPoSEv SPcrr cS1RA�E % -- - EX1571WC SToP-M PE.&.IQAGE -- - - - ._._ ---_. - F clS..`11.;G s.�l�l tTQr�Y S�1�k�R REFERENCE MAP r - -- EX4G-TING G A-S -— Ex1STI!,A 6 W�T'ER "Plot Plan Prepared for Alexander Terlizzi Burnham 5t . S PRo�veo SANITARY South Windsor, Connecticut." 1"-40' 3-24-85 Palmberg & PROPo•SEC� w1A-rE-� Russo No. 85087 Sheet 2 of S W - Gt PR�Pd9 ED GIRD Ph�P )!*✓D E--'EC.'rR IC.AL �� pf�PogED ourc�ooR L_IG HT•1 tilCx BY f N . V - G s- T10W.17 s ry 1540 SULLIVAN AVENUE. • SOUTH WINDSOR, CONN, 06074 AREA CODE 2031644.2511 October 29, 1985 a William E. Grace, Esq. 25 Oakland Road South Windsor, Ct. 06074 Dear Bill: Re: App. 11102 - Alexander Terlizzi Resubdivision - 7 lots Please be advised that the Planning G Zoning Commission voted on October 22, 1985 to approve the -application of Alexander Terlizzi for a resubdivision of property located on the north side of Bur:llam Street, in an Industrial zone, into 7 lots, as shown on plans prepared by Palmberg b Russo, dated 3124/85, revised to 4/29/85 and 6/28/85, with modifications. Prior to filing the final plans the following conditions must be complied with: 1. Approval must be obtained from the Inland Wetlands Agency/ Conservation Commission, and this approval is subject to their conditions of approval. 2. All lots will be connected to the Metropolitan District Commission sanitary sewer system and is subject to approval of bMC and the south Windsor Water Pollution Control Authority. 3. water will be provided to this site by the Metropolitan District Commission, subject to the approval of the South Windsor Town Council. 4. The road cut onto Burnham Street must be approved by the Town of East-Hartfuid.- - 5. The plans and profiles shall be modified to show a typical road cross section, and the cul-de-sac must have a 42, radius in accordance with the Subdivision Regulations. 6. Street lighting shall be installed on the cul-de-sac in accordance with the policy established by the Town Manager (see attached). 7. A Conservation Easement must be given to the Town of South Windsor for an area 25' from Burnham Street to the north, for the entire length of the property along Burnham Street. it should be submitted to this Commission prior to filing the final `t_t)_Wtz w s `lUuzd�o'L i V - 1S40 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 ' - - AREA CODE 203/644.2511 February 19. 1986 Planning 6 Zoning Commission -2- 10/29/85 plans, and is.subject to the approval of the Town Engineer and Town Attorney. The plans must be modified to show the area of the Conservation Easement. 8_ A deed for the proposed road must be submitted to this Commission prior to filing the final plans, and shall be in accordance with the procedure adopted by this Commission ( COPY enclosed) and must be approved by the Engineering Depart and Town Attorney. It will then be held in escrow until acceptance of the road by the Town Council. 9. The planting plan, which shows landscaping and buffering along Burnham Street, must be modified to include ar overall landscape plan for the entire site, including a streetscape plan, and is subject to approval ofthe Town Engineer. 10. The street name and location of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. 11. A bond in the amount of $5,000 shall be submitted to ensure completior• ,f landscaping and buffering. In addit:-�-" ;__Ar,ity estimates must be tted to the Town Engineer for s purpose of determining subdivision bonding, and all bonds must be submitted prior to filing the final plans. 12. A drainage assessment fee in the amount of $354 shall be submitted to this Commission. 13. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 14, No building permits will be issued until all conditions of approval have been complied with, and the final plans have been filed in the office of the To«n Clerk. 15. Prior to commencement of site work, a meeting must be held with Town Staff. Black and white transparent mylars of the modified planting plan, and must be submitted to this Commission, together sheets 11, 12 and 13, Opis, to be stamped and 5 with threeblueprint cInlandelietlands Agency/Conservation Commissionrand of approval of the TIF � William E. Grace, Esquire CERTIFIED HAIL 25 Oakland Rd. South Windsor, Ct 06074- Ee: Alexander Terlizzi Application 1 369 8 373 Dear Mr. Grace: At the February 10, 1996 meeting, the South Windsor Inland Wetland Agency/ Conservation Commission approved with conditions Application 1369 E 373, Road layout and drainage and Site Plan - Lots 2 8 6. The following conditions must be adhered to for this permit to be valid. 1. Detention basin must be sized for 100 year storm. Z Any fill should be clean fill per Department of Environmental Protection Section 19-524-2 definitions '15 "clean fill means natural soil which is inert in terms of leaching and does not pose a pollution threat to ground or surface water", in roadway and the two lots. 3. Frevin_uz black top fill on site should be used only as base under roadway. 4. Additional trees an lot 2 S 6 to be added to plan. 5. Construction activities shall be subject to the approval of the Town Engineer. 6. The application shall indemnify and `old harmless the Town of the South Windsor against any liability £ ht proposed operation or use. 7. The permit is valid for one year and shall expire February 10, 1987. Very truly yours, CC: A. B. Davies, Dep. Town Engineer i Tom, Marilyn Burger, Town Clerk dJo—h—nM. Moran, Jr., Chair -a Richard J. Sartor, Town Manager Inland Wetland Agency/ ns vation Councilman Lincoln Streeter, Council LiaisoCommission Robert Gilligan, Chairman, Pd2C Town of South 'Windsor Thomas D'Auria, Building Official Peter DeMallie, Director of Planning ►enneth Brill, Chairman, Economic Development Comm. Alexander Terlizzi f + Jlil C'nl EN�1v�L.)fc1 C..LLx,r~tsslL. v I�f + — -•® T ,� ♦ —� � � � � Wit,,-� ro �� €I ] FvrUO_r_, 7, I I � — lll -7 I } t�1r�1C1.�- i �� C�EtJ��.,� Gi2.�.�-Ti o�i � G�2atti►r.�c�� ta. trio C�EIJ ��+C.� L�.to r THIS MAP IS COMPILED FROM OTHER MAPS, DEED DIMENSIONS AND OTHER SOURCES -OF INFORMATION, NOT AN ACCURATSURVEY AND SUBJECT BE O OSCHANG STRUED S AS A MORE ACCURATE SURVEY MAY DISCLOSE. .i► r .1.FsFr. "' IFT THAT '11M MF AND SURVEY WERE PRLPARED IN '0RIDA110 WITH 'ME. STANOARDS Of A CLASS.----,���SURVEY AS J li I}tEF1FEIE4i it THE CDDF Of PRA(:T#CF FOR `iTANDARDS OF ACCU ." CY OF *�gRp WRVEYS ANP MAPS, ADOPTED DECFIMBER '0. !975 AS AMENDED BY (;pNf4ECf1CU1 ASSOCIATION OF RANI, SlIRI+EvnRt. )NC P P rP �o�,arM v�IINr��orL., �T. PALMBERG & RUSSO LAND SURVEYO`8 �& PROFESSIONAL ENGINEERS 15 BARBER POND ROAD BLOOMFIELD, CONNECTICUT 242- 7 SCALE D1-47 AIEC CHECKED' �" Z`•�o' Lc 1c�FCo �Il� J Z,':;)' Pam"' �i,, 17,-- v (: 54 P. ) —to tr W.:: MV- Co -N\P51ci�,A �A,>, I. -�' I.-- We---P1 As 1 r c t o t-I �lc.Not.AS LAz-A- �J Z- !!:—AAC: t," .S C:*I 10'�tr l o� 7o I -Pil CAS A,a,,� 1 -7 o 1Z 7L �15 s),h-►. ��,�� -„x _ ►� ��� r_ �7° l l ��' r XIhT �� tit � ® _..,`� row a `� ° �' - Z c T,�� --70 7Z 5c.L7t�i Wrtrlp4As?.INWhl4J io3,4t.o I 1 / _ , o I�,c.r~' /�lZ. -,,a. _ \. o�Z �,tz;_s � `•- - __.. 4035.0 j U'kK7, �� U 1 �ox5 �-._ �t 5-ova/b 6 U? } ? te 1,1 I �'= 69.7o I,4 }�= (o9,(G3 7o x 5 �` � ur /F=7t,4-�1- • �G 5 73 0 vt to L� -�T Sj \ I!DZ�k`� �n Cj.ra,� V L pir, 5e> y j�- 83-1- / to `t A Z- ` ? �,� KU 1014- ( ��T 2A �cP C�,S�V 70-44 ` \ C��1�3roZ13 / t� = Z7• a p� r I �9 7z�oZoa_0o' -r I r5 Vd� �w •,v 5p .4 �Ccw . 5 �. 77 tpn 1 -�Oct 0 G v.! d SiC�►� u �oO.00' {� : 4-I�..r..tz4o3cl-� l •� b'°I�n� Z©-ZO � � �� ° r �C �I - -�4ZlZ7 Tv G G9S,t�,, Zzz c� 10,10 _ �.rlc�-t PQ�.► tamer a 7 LOB, . 7.CL' �i- s� C c A. n P /o f�= Cn9, MespiF� ��T1a VIiNDY� Lai XA •� cF • • , ` t � !?,tom- �SZI� t , c� 'rirl��t�t►t c�F `��'�k-t � - �`'�1, P\1,�., N\ov:'�t� (� � ' ;n8�'- � o, ��uT '�� G�c.►►1 S= U lira /o MwP, W�►JP" (Z �21TU2 `�Ca,la' o VNiVVEjjItI of k INt�ty\ -7o 7 1� �.� = -I is. "SI I.- = � . z ,�.c L!�5 \ �' f//� q IVl RC N � T ►o �� �J ,��i�JC- O _ 0 Plc E-r To L?2�n.1 Nio • zbo �F � � -.� F�..r� �� � w /D PEZP ADS .. - .5 = O. oos �/v � TF = 7043 1 / Zo x 5Tr�J`t w j Si7 70 7 C� �/ \ ' a . o Q 33 1 l LF 9 o 170' 7-CD,' lZ" LP W �' Zp' _ 1- l o ` 'vJ S -, 0 0' L LA l .31 To r t C=zt- d r� t EME2GENGY TfzFFP�7-UrDA� �iC�L-1rt �01%??1a1� C��.P.nlZ�s7 Pam( �Ey7 E"t:© Jv�.L C..I,UC�, r�F3t7�-t��o •}. �rna.�..t�r�C.• l-ut-� tNf3.�4-�tr `�Q � (off 11'�cacr�r.loEG. ?�w�:L.1 SPIN W-9 V-I AIT MEp1ATF_ ,c�rt rz -Sr�R. ZZA 't - 70q s - , - L E-G E-ND EXISTING GoNTot_S ._,...�� P(LoPoSEl7 CON'ToU � 134x8 EXIS"TIW- 6 SPoTQ2ADG 13,E-. P2oP4Sr�C> SPdr �fZf+.DE , _ - FXISTIWC-, -srOQM PP-AIWAGE ' FXISTI SA.s~i ITa2Y E}CI SM N 6 Gill W --- PRoAossD WA -TER ` G PP::)PC )e E© G-4p\s �.— PRCF0sl;i] f XU e SEL7 c�trrl�ooR t_ 1GHT'I I•SCihtttau 1 NOTES 4. Site not located in a flood zone. 1 ' Inland 14etlands on site. , v Elevations baced on MDC Datum. All drives, parking areas, and stox'm drainage, "to be Eons tructed='to Town of South Windsor specifications. ° "' e topsoil in areas to `be disturbed': by. Contractor to strip &stockpil 7 construction, then spread on all unpaved areas,,distu'bed areas' .; prior to landscaping. Contractor will stake haybales around all proposed catchaszns 'and t . .. as directed by the Town Engineer. I,P:_`s to be set on all property corners. Any additionalsediment erosion control measures deemed.necessary by the Town durig construction of any site improvement shall.be._mgle=:. { r Y mented by the Developer. All disturbed areas are to be reseeded. Monuments to be set at all corners and angles of all, streets and at t V: .all points of curvature and tangency. i Pao. :; y 5o uTi-Ii � 4 rlD �� Cam; .. • • . LMBERG & RUSSO LAND SURVEYORS- & PROFESSIONAL ENGINEERS ,..:y 15 BARBER POND ROAD g:.• ' BLOOMfFIELD, CONNECT#CUT 242-2775 `• +YI BY SCALE DATE SHEET CHECKED N0 p. ,'t�Y, LoT� I - � -7/, 73 koo w LoT 0 C Tom. 7+7rf� .'�� .+ M AA, �F = 7�-. 7 11 _L' - Uo &-t CEO Lot C_'X7 7J,tUlt,. -T:)- VI:1', 7-4 00 A 7TA.Pt Aria�sTaw L,.- ;or4 Jr - PALMBERG & RUSSO .942-2775 gy SCALE DATE SHEET 4o r-��; CHECKED NO. 8 A 7TAJq v43ass3Ia . . . - . ,. �. d - ..,. -. ...—ra;.ac-:.k— Raowaz,--,W��c«Sr�u�at,R<cIDuFu II r-.C'vRxt.tF1•sYSY�.v!-wS>-3a*-:.,.O.—,-,-+ - =_-,,r..:arx54x_;.'.nr..•-•.st;.�XsaauemsEHL�^Lcn,,FtC�;r u.:.,.taA+n5:R'1zr,e—.i 7,-rSe..T.Sz^.+G4U*W.z'4 `T'.s x^ sa' .i3 , - I. . Narrative • ..- . The proposed 7-lot industrial subdiViiSion ,and'.'rroa :'.do structYon c,�ill `_ occir nn a'10.2 acre wooded site:..` Y -1t�"1iI�::i;::�iiIE._II1�j" 1 -/I �!11Ij I /-*�-.a-,i,.I; 1_ 1 1'_,It.In. -- 1.� I. - . --.1_.-�I-.!-.,.!I =...-�,/ ... _ —__��_�. ...II- .N 1Ii 1.- (�. -�_E;I. . 1I�.� �. I -: 1:I:; 1 2,d— ,t I . _I-_ _" , -,�_ '.. .!+7I _/ _4 . ..I -- ._- - —,,._, ,_.-,_.—. -i , �—_-I�.,,\ _-. _— .I...�. - ,,.1 \ _1/_II IZ,. ___�II .__�._-7_I 1\7_ '1\_c"<I \ .>_-",. ,:,___1I5\- —!i-:.: d- -, -fi ) 1-�- �a--,C-I . t— I1;L� II.MIi�t /lcI ,- i 4c/ q �RI -)-��,;)�-N1I -1-t_�\0,_ M-.,.� 'r-'I,'.ll"A:_4,i.t.4 .!.-,.-i.00 -C�.4 -:1�-I,I:�L-I �Fi.IzaI - -_)/_IkDe )psI9� I /NI s z ; , 4r1 _ . - , .`.. ,�,1,.2,"�,''�' t - `, : \._-' = ', =- - __ , Y _ ,_- `'- __ 'ti o; .tile 700 4 long ?road passing 'through the ; appraa �maf.e ce;t Ie -- . , Construction of the site will require several feet of clean' -fill to.:�allow for drair�'"k :Vf';>1T V'J �:�i✓:% 1L�. of the relatively,flat site. ,r k' n 1 Al til►c.�o y,, Tom... Site 'drainage _, i7i be accomplished using a ;series 'of scaales betcaeenNlots5�+,'. _ ' ,- :._ _ and along d et entiori area along the north Aihd • east property lxue-Tl e, $ `'� Tau �'':.t.Vlc� �N `�`' ''f detention; area. will discharge out: to the :east using tr•o outlet structures; "�E''-�� �` �` r shown in the site details . M1 6. `° ; . _ �"- ; - � kl " I.. r'L,� �� i the mariner_ e c"r i.-''4 h :" L; _ a Proposed construction t x ';" + is o take place n d s died n t e= ___ ;=) - - r-1-i%�- T I�2"- ,.;. ; ; - construction sequence_on this page '< ` a i :=•sty7' .. • _ _ / �. - _ _ ; , -7: _ ; / measures and °mainterianc t► ,,. t - - -->--- _ _ -; ,- r -" %�:�� Erosion sedimentation control e''.poi t �,.stich,,i as;u.b a' C d y,�;4 treatment of stockpile C p p in.''he; iio'tes sectYsori'-',afw;4y ���,' _. _ ' .: + - _( _. _ `� i �� __ __-� N d o sail are''ex lalued - _-._. �._ -may,. `.,� .. -���, L� , _ ,�'.:a;:'.;+:•:'? "'`5 ti '/' I 3 - this sheet. , ,;,;. `� I L a _ _ I -I i 3, ;., F _T-' - .. l' J� r--, } 4 I / y - e ing recommendations are gsven below _ ::,..y, _y r - r LaM+T ��i A fa: it ti . �•, C' _ .1�k�{-�� !'�S . ,��,; ��.�_'�.I..-4". -��,. -tI._'-\i .. qt.I�M.'-. � \1\/ .-/ _\_� .,EL .-L\ _ _I \M., _\_/ __-,I:- - E._\ M_��, '`-i s_:__��"%-.-_A,W-,-1]�, 1_�.I.-d %.1I -e IrI_]�-��FI-f -.�. .E�!L_'>— j;-�',-I- .,l_!-,1 .:-:%;_j%'-x- l 4 k=+:^:L;`� %`: > i .cam �.- s`F viz d a a =� x 3 t t '�1` rTA V� 1 N1S��Q, f t'lLN"it7 ; . . _= 3. t t.: T f ., �� �r� L.tly :- .. .,:... ._,,."�_.,.:L1 . ,.�,�!�:;..:1..,i.."_., . .��,'.;.';�'...._.-�-'I-.: , ,._,'._, �-.,. `�...:... :'..- �'-....I �z. .... ,:. .., ._l_1�";, .._ :':,,,1j.:.-4..'..�.,,�_7�.-, .. .,.L.-,"1,.'.-.�.7.-.,,�'_,"7..-1�..:..1.:.i,,_%'..,� ,I.�1;:`.I�.-.. �� 1I 4 I 't0�= ,;`�i t, � I {' : =� 7U,_ � is � - :, `,r l t _ 1, I r`------.,\ t� :, . - ...� .I . .I . a...�..- . ..-.�.I..II I ....., ...1:.�-e ,.,.-I _. 1Id.'-, :*..1...I ..- ,. ' .I,. I ,..-I .," .I ,.I,..I. - 1 I..... .�;�.. .;.'- ��..-eI I .,... .I .� -1-,1:c, � -:. 1�'�.:.:.1. �.,:�..1,..w... I '... �.LLi1_-1. , .�:..:. 1.'.,. . , . .I" ,' : .:1,... .I�1_. . , � - :..7,'� . '.- I..L:.1..,I ..., ,.I:.... I�..- _."':I�.�..I,-._, . "'.:.:" �'.-.__ :.I�....�,II. ., ...i..- , '1 !,�!�I.�.Ii;..-�..'.....i.;.:!...,I.�1;.:.�Ir;i;.�1.�;;.�;:L.iI.,.!:�4.l:I."..1.. ,*.;.:,j��-,,,_..-...-,,- 7.',,;.. -'�.� ""-,.�:.;!,.IT'7.�,I �'F..I:',,�` .:.i,_.'�..',- .. �.��.-..," - �'I _e ,..�:.I,.- �.:;.,,�.- .....'-1.�,.w. '-.�--._..". :, ;. .:..'�.-._:._. �:,..z-7;.,...�.,."'�.'.-..' ,'�".-- ��,', �;�".._-l..-- .;,.�'... �-:;."., ,�!��;......-Z1-�,., ...-1- ,' .-..�:..-�1�.....-':`;. I,��-!,..,_,",-1�";�.'',.,.....�,,'. ?.�'.�:...:'��z-_-"..i'._:. ,. . ., ",'_, �.:'�-,1�!�.,!-,4�'�7... . ,�7,-'�'',L'_,,�"--I��_..__-`I.- - ."t'.. '_._�1,.... -_�_-... :� -�t.". ,::T.;,,._�-��,.-.�.-�-.. ',.-�.,, ` �4L3� t'I 01 1 �l v �;1 Ft l� i %:- �.-:1J +%'` _ \ — f 'tom. �� ��--;� 4:i � � �-- - � \ lry _ .. , -D - \, - . - _ 1.y + ! m . EROSION AND.SEDIMENT CONTROL J'LAN f i 1r.=t- ram- �'. Lk t-x . . -�� ' ,� r -= vl ,, t ___ _ - NOT);5 ; ' { l gip:- L` ''=�' `�`'= `r - - ! - T = ' - rasiori sedimentation controli;and construction r i / , _ \ f Plan 'to be used £or e / k. .: .. : �_.- �.', , :_ .'I .�1,,�.;-.�,,,:..�-.II�-�. -�, _",*�..;._,.:,_s���%._,�",�,-!'..-._"i_,i;�?er.. 1L1_,`;.�. - 1 . ` ",_-- ' d 1 1 - Z b-1-_L _"�_- 1 \ d' se,quence only. - _._: _.. 1 :,,' > ;� P1 - ELT i _ 7 j I ! �1 - �_ \ r�'� } - Mi' �. I _ , r: �- Z�,i ��' ,estabiliza.ion of land disturbanced will b`e sc3iedu1led °as soon;. �L._',�7-''I,.:'��,.. ., ., - -',...�,,_,"-- :�,'_II- ,,,:-,I,._-..I..,,�.4.���-,g',"::,,�: ��sL�,,.�.,�..L�,,�4���,l.�,-_; ,�.',_,�.,::.-: I 1 i!-' `,0- . I �- -��'�_ /` -,t_ -1�1 -- _-'- ----`- -• '-\' i ff aS OSS1ble. : .t7 c R, tt 1. - - u - - I I / , 11 ` _ _ `?ti __ ...__ _. .---'- -'r fL i- \� e' . `' . _ �' 4 r. i.r': `j ? 1 -1 i ! ` + 1 (em u 1 \ - - / { i • c`y I , , \ -I _ z t o' Sur s w be 'constru fed.. . :'' +- :1.�,•...� M. -� � i , ti y . j � I r �./ � r � A�1�rosion and sed imen c ntxol .mea e 3 ] c ",: - 1� f2PrJ err" �.. ;` r_� ~�-`�,. t C, t�Ap �S f�E`Ti�IL - f nr accordance ;with the standards and-spe ., tatic_ of -:the ' ` - 71' - - 4�: , i > '�� �r _ . i e t on rol Handbook11 ; , r- - Wit, 4.� �� \ , - 1 i, f Erosion & Sed m n C !':- :� i 1 �•.,,, W �? S 8 e' ri ' I a , t� l�,-=-� - - /- �� "� .-' Erosion and. sediment control measures ill e' in t ll d :: . _ - -- -- _-_ ._. _-.-_..__.._.._.. - -- - - ----- ---'- - -- - _ -_ .- _. - -- -_ _..... __. .._ ._.. _... -...... _ _ -- --- - --'-- _ _ _-- t\ P i -•:.:...:•.._...-----•:•.:_..�,;._..•.. '.;:. •� .:..:= _ ___--_--------------- • --- - ---- ----- -.... ... ._-._..._.....__...._ __ - . -- - - - _... __ ___ - ._ ._._ .- . :,_i .. _ - v.o to construc ion whenever ossible. ....:.-.-... ............::. . .,:,..:... . :...:.: -i. • �.. _._�__ •- -. +r,.;., ....y,.;:...;...--:.. _:` �.: �.s:.�.. -+*'ram=`-ss.r�tr•^�.:�szrr=�� w��,..;� �..��,-:.::_r _ wa��;G:d:�r,....:,, '� �'�.:.ti+,:j � - _ ,� � � r _., ::. \ �� AZl control measures will be maintained in of€ec -ive condition l _ - .._. _-_�_— _ -- - .. _.... - -- ....._ _ __ _ - _ — - 3, �� � :.: 1 �' :.-,;: ,...' ',.�,.. -- _--..- _-____.�--_____..__._ _ - - _: - -- - throe hout the construction eriod, ,,,_,,,,-,. _ ._ . _ _ �. ,.. - -' _ _ -, - _ - ,� /+ _- :•� `� k _ 7i ci ' I` ' _ _ _ �' -All list e x e ded � 0 { -1,- " .,� \ 1 / 14) uzb d sraas a e to be 'rca s s I ' ,I `' _/ IU=.'�- -.1� \ - f" ,T During construction, expose as small an area of soil as possebile for ` �c L I CJ,-,'_._- � ,L-- `-.._.. f' - 1 : 7 �� / � i \ i 1 't �. \ 'r- k , d. S11 :�r.r ;1\_. 1 _-'J _- t �}C ! �: ^,L-� X; (` '' �� as short a time as possible. s:: I 1 -- ` l 1 i -- f .5 _ _., `'� ----__._ _. _ ..... _ ___.._------ _ ____ _ 4..- - - -' _ - �.�.-_.__.--.._.._- T tify the fawn engineer at the beginning an 4; _, { �'=' --� ' ica; 1�\..�i ` TIC 4.y� _ \ ._ .. .. - tt _ : \ t r4' r�,'- 0Z!I_"I1., %.I, I` . , 0 I,1 • _ - - li - - - _. he co trot or al no 4 f I {.i_II-I( .IIIII. I_I1..�- 9\ _ c, ___ ; ; , r-r `i --., - \, / end ofneachtstophof lthe construction procedure and shall not proceed ..,L-�.I . I ... L ,........-. .% L� . I .II �.I .' ..1. -...II.- L II -.1A ;.,, .1I t 1'%-.I. ; I.' . ... Ii1 I� II III L, I .Ff�IV1;I I;:i �I�i11iI I I1-�t,�-\-I.�_. �-, _L�-. -t_1_�',,_�F:.._r.��_-:"�' _ - \L-,_""_7.�-,-4 1t� i:U,;1-.,;L", � ;� .�-�_1 v,t11 c-�_i= ,l. .'- .IP�. -_..1J;, ,. �-A), 'I.��I,,X,Z-I1'��_�.TI A.I;�,) - �( V C.�... ._.i t ;1 .i�I,\ ", ;I .... i�.1 ;.i . , ., ��,I 7 ,.I�o ,F4-.. 2-,I!:. , I ,_ii.,'.. �.) I L: L1 ..iI U 4 \ 1-0. ��,� I ; `~ w f`-'`-_ ,1 ; �i \ ; .; •. , _ = • `', 1! l 1 �` with the next step until the town engineer has inspecCed the'.work. t ;` `\ I'�' w'1, �--�� _ _� 1'\ /' �\ f All exposed soil is to be temporarily seeded or mulched by October 15. r, ,: ,",�VkI -,.__�._i!.,M�-..'-IiI..�,E .- ..:.,:...I--1-."-I ..._�._,:;"�._..,-..,I7.-_;.,�.-',",I..t�1.---...'- .*..-- ,...,.',.t,-�)3.-..,-_".��.".-.-"1-z�..,,...C-.',,M.;*'4I....-.�—.L..-I-'...-.1 .;,..'..":.i �--*.I.t�E..:.- :.-.,-_ -.-, . 1.',�--�-. �.,,..-�-.,'."M;:..�...-,11P.., --I*....-1:-.� _..-._-1...tE.��..i-.I i.�.11�.-11i.;.i—'..�;.*.;;;..;..;-.,,';,..1;.�;.I;.,� -i.-1_1i-i;.1'i:_.. i.\I0;`',.1.;. i,i'-7 i.i�,1*i,..-1.l,;��,i'-I ."..'-.i..;;1;-.,�..t..I;.,.-:`..."I..- ..; ..�.E.*._;.!,-*t*-,...�"-.�.,:1,,.I:,.,� .,-...`.;;% -- I t .; `: �` (L�,„ri �._.j,- _ , — ' , F \ i _ �'.\ C.1Ph4"r �� aA ^;X' i(i ,; y �,s.� c�rtrJ / Topso�Z shall be stored separately from all other materials durCng° r 1 1 r \ ZpR.o.P - � ����`,,-, � `,I— iEJ 1-'. ,,;I,i P_ I ; -" r ;.. M \, t,"_ `� — �''f ' \ _ j }- 1 � TtA \hi,N..�� 1 1 / ! construction. _� -�-- i ..•p•- 1 %}- \1 1`.:y._.1i r'..'_� l i i ,� \.r i�` PVC' -z \ v r�,.j - .. ., -- �;.1.4..a -' fA��'�lFA - `--' " I : �%� • '` . - i t �l`" Haybale erosion checks shall be placed as indicated immediately Cam. 1" ; .r:<� cam- .i1,._- , _. __ _._ I _ �._ [0 ,_ _- , . , _ t.�-;t>. .-, i 1 , - r+� -,r: r -,- ;� - �.,__ / i f (N . '�sJ- `'\ `'! - i rj after a cut slope has been created. Sediment deposits should be J ':' is 5 r :• r' + \ a-j---� periodically removed from the upstream sides of haybale check dams ;�,6 V�1L ^ "'"'I(= �= t ;",11_::a.'.\ ,� 1 �;i 1L \ =t-A t_ - ? `\ - 1 ,1 + `_`� This material is to he spread and stabilized in areas not ,subject' .-t .,....� t to erosion, or to be used as fill in areas which are not subject " 1y i { r.-'"'`= `°� !`�/'' ` �, to erosion or to iie used in areas which are not to be paved, yr fy- r. ,-:r iJ;,., i ' F:.w,� Jj,r��f _ ' 1 _ 7- built on. Hay or straw bales are to be replaced as necessary to { �_�.rJ ��� i .,w•� + { ., ��1 provide proper €filtering action. Erosion chec'_c, are -t'o remain zn; EME�' Eti1Gy 7"P.1�r��cOv�AL �- - �' '� ,��, _ place and be maintained to insure efficient siltation control u�i_l ��:., •.,- __,., ..ice" d) - . / ` G" i I -.� - t ` all areas above the erosion checks are stabilized and,ve etatiotv,has i S PII.�W Ay /1V r�lZM eiilllTF /�.J P _ �1 -y ..- 1 i �' -` y ��•- been established J, — �•--� y�� ry ` -y X.;; \ _ ._ -..-- ._.-_ '...�:'-".'w..- •.�a^� ' ' :: :� _.-. / / �..,, ,_,/'j {_�. y� C�•�". - f i �e� _ y i -- --- { __-- 1 0 �\ -- 4. - _ > _.-_ - — - -� ECl ; % \t,4 -c c 1; - . r --- -_ / - 1 \ Contractor ill stake hayb lc r u r�11 p g. xi �' j=+ F` w a o n o n1 r ��ed+c c a at tt:�a�i>aa a ; tr,_=7uf,�1 J E - E,e ,Z,�tik ) ��,:.i. �� C ?t / ---- -- -�_-.� r - ;'+ y'?t, t± as directed by the Town Engineor.. .r`_' =r 1. t1r tr - __ ` _ --, i _ \ _ - - , T - -. __-_ - ..... �. - — - :_:-L� a :- ,._.., ```' - ----•'---_-_-___ --� - '�------� An additional erosion/sedimentation control .ieeme3. rcccssa: b [..11 r i _� - �: t I ) _� -- _ �■r :. ,.� ..---• - ---- . _ y _ Y. Y .- , _ - - -L; - - - __ ! ""' M ,-, "-----�-__- _ _ _ town eta€f durin construction shall be installed b the .d-Y ."..er ;1 art: ; j _ _ ---� -..__ "'t -_ -_ _;-_< �a In addition the deveiaper shall be responsible far the .repair/ ii� - 1 - - - �Z) �� s _ � 4i =t replacement/maintenance of all erosion control measures until all , __.� _ __. , _ _= _. -1:; \ _ ' �� �'M "! Am ME ME _ _ disturbed areas are stabilized to Che. satisfaction' of fawn staff at §<,_1` `L 21�, _tT ,7'- %s L__:... mod';.,') r.. n�.• !f Ip , h _ t '%�= `"`"- Nj,'��a.�" _ r, Unacce table soil ve etataon scums and oCiter unn e ;:--''� _>•_; + .�� . �:_ �.._-1' j, , `t"._., P , g P cceptabl N --s' Y,`. - , C...- =.�� 1 ,�..1s.�s=�F _ ,=.,; .i�,^ material shall be removed from ,the construction area acid properly ';j'-.` i" disposed of , is r w.; �,- '- ESTABLISHING VEGETATION COVER ON DISTURBED AREAS �� - ` All sapling trees and brush shall be. chipped. Chips shall be a '''' ��; "' j 1. Scarif the surface of all areas to be to�soiZed. nominal 1/8" thickness with SG% of chips not less than.l s.yuare ,10 Y inch surface area, nor greater than 6,square inches. Chips;shall' a disposed of properly. I 2. Place a minimum of 4 inches of topsoil on all areas to be seeded.! F0� DSE�'--V-TION PU7Z-POSES 3. A 1 lime at a rate of 2 tons of p P P y , pp y ground limestone er acre (100 ounds er 1 OOO Far further information- contractor should be familiar'wxth s4-.de'- _. square feet). lines for Soil Erosion & Sediment, Control Handbook Connecticu`• r{a Ojjl.r available from Che Soil' Conservation. Service', Mi w.ay bf1,r , ,;. r I , 4" �` `- 4. Fertilize 1i01 iCenned y-Road, [Jindsar, 'CT 06095 � . >�,�-Y k a) For spring seeding, apply 10/l0i'l0 fertilizer at a rate of 300 p2t►ds per acre - zr'f''3 EROSION AND SEDIMENT CONTROL PLAN (7 pounds per 1,000 square feet) , and work into the soil. Six to eight weeks ov, s-1-7-8(-p <' , 'r� later apply an ad,itional 300 pounds per acre on the surface. ,, J -, CONSTRUCTION SEQUENCE b) For €all seed in a 1 10/ZO/10 fertilizer at a rate of 600 'ti,a; t g. PP Y Pounas per acre _Install. gravel construction prod.- Co be used as exit . from- Che site. t � !,{ � 17 (14 pounds per 1,COO square feet) , and work into soil. cc>t, 5e��11�"[rQt'.1 .� > ,s,,0 s _ . _, . . 4 Place haybales or silt fence along east property line of the site. 5. Smooth and firm the area, apply seed uniformly at Che rate specified for the seed t 9k't ° type, and cover the seed with not more than 1/4 inch of sail. P�-'�.-i� r ,1. Clear and grub areas of construction. _ mn.u, AREA WHERE SEED RATE PER �,z, 4�-,t i _ Strip and stockpile topsoil in area designated on plan, i r,� {tiry�W3 MIX APPLIES SEEDING �1I%TURF BY WEIGHT 1,000 SQTJARE FEET SEEDING DATES x �.FG,F�D - Place haybales or silt fence around the stockpile of topsoil. All Lawn Areas Red Fescue 70% 4 ou ds Aril 1 - .Tune 15 R E�tt, ��: - - , - : I S I k 1Ij G vG iJ TG> LJ tentucky Bluegrass 20% '4; ast ro ert • lines of-' Lf �T�t w n rth and e s� � a ,1,7 - QOPCS,E� _-0!.! i�U Construct Swale along the est, o , p P ) Perennial Ryegrass 10% Aug. 14 -Oct. 15 1r,46'SL7,�� µ, � z. �5 y /�{� p [' the site and install the storm drainage pipes and detention pond UrNi � , 13'-1•X8 -r /\i 7 1 111i C:r'7 G PC l ae r'•s'I�6. - - r yam.?�3,' �: ;, r--- R- P� -,- -p21�',C.� outlets at the designated right to drain locations along the east Temporary seeding shall be accom, Ziched with one of the following4" i ' a-. property line as designated on the plan. _ - _. �XIS:;r.G. �tQl',--I :2A]h!1G_seeding mixtures: ', a ,a' /(/�i}� y ° t .as t '- '! i i!•�'s T �•�`� >rlti Construct road and install road utilities. iiJ s - - - _ ` 0 SEEnItrG MT%Ttr.E RATE 1a00 S FT. SEEDING DATES j0LZ 0,, ar r � rates P A L M,B E R G R S'S � � ��1 �Fsr -_ ' -,• rr ry�� y, - - --- x.; ; { t� C� :-,gyp:--E� ' �r�P ,tea P '� LAEVD SURVEYORS PRDEE� ItiNA�:.E G11 5 ; °�, �' ��,-:. r 1 j, ANNUAL RYEGRItiSS OR 1 1 2 LUS . MAR. 1S 'i0 ` JUNE 15 , +{ Construct the interior swales as desi nated on the lans. / _ j PERENNiFs RYEGRASS AUG.'15•TO OCT. 15 g• . g P I c �. L " #� , d. _��- �� Q Ci+�Lr�'O lJ'^j 1 1 �r QY G Y-. 4^ i Q „\ �'' ltjl £`{1i4�y��• ESey 7• 15 BARBER P ROAD' i ' ----'P,e_,)PD:.L �'`�` ` Place fill for site construction. 1 LB. 15 T CT. 15 Wa`*t - ._ y-r=t 1 '`.' �'�, a, -' SUDAN GRASS QR MILLET . AUG. Q Q a; .'� _ bMEfELD CO 3 F 4 1 r '`<t j iid i --,- -..- , o I r_ .J "'"' 5z 3ht BLO N ikC :::. r �t js _ C�1- �L�'�� LI35. T. 5 F 'P O f, i :. !:L.- �# . �,r a . e+— k ___^ i-'F��F0-S_P C7 .- LL `` Replace topsoil and reseed as soon as the fill and pavemenC has HINTER RXE OR QATS 3 AUG. 15 i0 QG 1 c f,�`a�.44e► "' �v %i 1 N-� O 4 1A 7� ` r, I E - 242-2775 .,..•.'.Y�''::°'`',4• ,.•t �=c- ,_3-r c f I G N I i 'v been placed. a �+� a,inq 6Y SCA3E i DA3E SHEI f i CHECK,Clf ';, ?r ? :.,y 1 ':;. ' 1' , i .,. _._ . _ n.� �.. a w . ��J .. .. ...-_..- _. > -, -.. -. ...x. x r +r a n .� . ,. ., .n 1. a: -Td. e?-']32 f439.. '^'-L.aIEh3lc9.s4w.4iC,..-� L.S.. ev^.R2.}w hsl9F.i.,29 i....-.TFU4..z.N:.F`v1Yi l�:C•-.i+.kTr^,k.6RS.w-1.C?Md2�F..'&T&G.TSTncT.Tl:i"'w� .. __ _ _ .. _ - .� _. .}. ^...w.14:^,..PSi...aa'tffi�-.it.F"L 1R u.a.Y....-1Fi3xd.�PPiliTe,.raPK5E,9GA±}........iRs_._.�Ej.44..'iC-.�-M&89Iu_.tr...u..`.3ii .w.hK..SLC..�ae%...'t.UC w.b-'S.3. n a 'w+i-Fa,�d-,_ iw�wG -'wx 4 , �.: .. •.>.: .4f•• i'... l .w ..:1Y-,T:i•.t-t:i.a1`_:.IJ:ll:r•'i.:'::.:.LxX iRt.XC:.i.`YSdAS::.Si-E.T.lI..:�.sC<vr�:AAS:.T..�.'.^stb^J.w aSr,r:Cc'Sj,dMr-��[9!f ."ave:L.v2".J�CPL"il:3 :x�z:+S"w+$t_=�,0.�1„• r.e"iT`}.3StiS1L6:J1s1tx9c'hA."1a�iila�3x...5 . 4 ,fib, 3d t ,��� r, t t ri5 ti Y+• e-C Af!A. f ..�_a� • 1 }k -js- _- t` s Iz' � -o" fig' AtJCAo2 (MP)cc (4! - OLM-ET PIPE-- 4) i FR�r ELF�IATI o �l �>J�-g) F3°fZ BRAT a 4 a g a � s I �\ OLJrLE:r PIS t # _+ f3P.RS { (PLACED AS k SNo►•3�1 51�/EE Ei-F VATIorJ D E7-EN -r' I o N eA4r�- o UTL.Z-,7' ST-►Z lJ CTLJ 2 r r A t CLASS "A^CONCRETE POURED IN PLACE OR PRECAST CONCRETE UNIT, PERVIOUSBACKFILL THIS ELEVATION MAX. DEPTH 3' A I J' l 841 S'• 4" PLAN SECTION A - WHERE $$BOTTTOM PRECAST CONCRETE TONCREpTE OF`THIE USt/I SHALLFOR s Ep'A7 LEAST 6-BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASH(. �p I n 7 ATORIMMMEDAGE �IATELY AB(NNINGS IN 4 E THIS Z0j16^ [ ELEVATION � E i IN SANDY SOILS A OM wAt � CLA.SSS►"SAC` CONCRETE, WHERERBRCCQC MASTE O ONRY -CONCRETE UN,TS ARE LrAo , CORBELLING WILL BE PER- MITTED MAXIMUM CORBEL 'w TO BE 3"• NO PRO.IE(:TION SHALL EXTEND INSHIE OF B" , 3 -O a LIMIT3 NOTED By* •t 4' J 0R rnr.'_AOE UNIT A SECTIONS TYPE "C" CATCH BASIN 04-rb 4`- 4" — SECTION B-B K Ira WHEN HEIGHT EXCEEDS IO STRUCTURE WILL BE CLASIfED AS STRUCTURE OVER 10' D£EP OF T1l- TYPE 3PCCIMED. WALI S Of STWUCTupE] OV _R IO DE.EP TO AE Ik'_REA3E0 TO It THICKNESS. INSIDE DuaFuMONS TO REMAIN THE SAME . straw bale trench 1. Excavate a trench stake 4" deep and the. binding width of a straw bale. wire or width of ba e twine 2. Place and stake straw bales, two stakes per bale. packed ,,,, , • `, straw----*' �t 3. Wedge loose straw compacted 4, Backfill and plan II't� �I" between bales to backfill compact the create a continuous excavated soil If ; II barrier. as shown on the uphill side of 41, fit it JI rrrl j CIS the barrier to ;•, ,: , , r r,,; f„� prevent piping. I 0 t I.L i �Ita: f V. il:r'I tl bl li� rlt yra , PLA : BOTTOM Of 0R,41 NA GE _ WAY <i� Elevation: Points A should be higher than Points B. Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. �-'��1C�/�.•.E— `�" �ln��.t'�"' ��StiC�hi C-ora�t't�pl� !�E~,t�.�� 2x4 wooden stakes driven_ min. of 12 inches into the ground o�M SEWEtZ 5 u TukE Wooden lateral �- I Filter fabric = _' �+. . cross braces Af/ tucked , -?- r as needed E, 6-12 i n . into grade`;:`` Flow f •F,� L oW _ OW Flow ; 1 " Catch Basin jj,! ,may 11 f S y st I`� EE E a�lcNo�Z W+�'H��'!o Z X1 X3 Silt Fence Installation at ST 00P MA �4Le� Catch Basins f Hay Bale Installation at Catch Basins 5 i IQ' •Y i CATCi BASIN Basins oa sloping roads SEDIMENT CONTROL should not be ringed. Bales or silt fence should be placed in a confituration to contain "cod — flows without runs." Cont4inmcnrs should be up slops of basin. Pi MENT F l --L-- long running sediment control syctc�s should L \` ai o � _ have "wings" to prevent sediment from running parallel with the system, Spacing as required. 1 Silt fence subJerEed to heavyloads can be reinforced with farm fence and or anew tr, fence. Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. 1 %�tP,.7,d.� - Dt1 t�iT stOlu Cor.sT>rzo�. A j2E, ausr�NG (�?�Ilnla FA+� „��� VAIZIE! 4 �a SEED 6;' GEAV8J_ ZF-MI NG M low* olcsotdA ?10&U&01t • 154D SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644.2511 October 28, 1985 William E. Grace, Esq. 25 Oakland..Road I 'SOuth'Wind"r:.-,Ct. 06074.: Dear Bill-,-' Re.- App. #1101 Alexander Terlizzi Site Plan of Development, Lot 2 Please be advised that the Planning-& Zoning Commission voted on October 22,:.J985 to approve the above application for a site plan of development 'for Lot 12, as shown on plans prepared by PaImberg & Russo, L. S. and,. V1._ E. , dated 6/141B5, No. 05087, subject to the following modification-, 1. Additional trees shall be shown on the landscape plan for this site. 2.A bond in the amount of $5,000,shall be submitted to this commission to ensure completion of'landscaping. 3. outdoor lighting shall be in accordance with section 8.7.3 of the Zoning-,Re4nlations. 4. This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation commission. S. Prior to commencement of site work, a meeting must be held with Town Staff. 6. No' been permits will be issued until --the final plans have been filed in the Town clerk's office. Within 90 days of the date of approval (by January 20, 1986), black and white mylars of the plans, with the letters of approval of this ..Commission and the'Inland Wetlands Agency/Conservation Commission reproduced thereon, together with three blueprint copies, must be ,submitted to this Commission to be stamped and signed. After signing, the mylars will be filed in the Town Clerk's office. Yours very truly, PLANNING AND ZONING COMMISSION Vg 7 Robert F. Ui]Aigan, Cha Arman CC: T. D'Auria, Building Official, P. DeMallie, Planning Director; R. Martel, Town Engineer; E. Belleville, Assessor; and, Inland Wetlands Agency/Conservation Commission 1540 SULLWAN AVENUE - SOUTH WINDSOR, CONIC 06074 AREA CODE 2031644.2511 February 19, 1986 • William E. Grace, Esquire CERTIFIED MAIL 25 Oakland Rd. South Windsor, CL 06074 Pe: Alexander Terlizzi .Application 1 369 & 373 Dear Mi. Grace: At the February 10. 1986 meeting, the South Windsor Inland Wetland Agency/ Conservatinn Commission approved with conditions Application 0369 9 373. Road,layout and drainage and Site Plan - Lots 2 & 6. The following conditions must be adhered to for this permit to be valid. 1. Detention basin must be sized for 100 year storm. 2. Any fill should be clean fill.per Department of Environmental Protection Section 19-524-1 definitions.015 "clean fill means natural soil which is inert in terms of leaching and does not pose.a pollution threat to ground or surface water", in,roadway and the two lots. 3. Previous black top fill on site should be used only as base under roadway. 4, Additional'trees on lot 2 A 6 to be added to plan. 5. Construction activities shall be subject to the approval of the Town Engineer. 6. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result -from the proposed operation or use. 7. The permit is valid for one year and shall expire February 10. 1987. Very truly yours. A. B. Davies, Dep. Town Engineer .Marilyn Burger, Town Clerk . �?* Richard J. Sartor, Town Manager //John H. Moran_, Jr., Chair4rV Councilman Lincoln Streeter, Council LiaisorV. Inland Wetland Agancy/C�ns vation Robert Gilligan. Chairman, PUC Commission Thomed D'Auria, Building Official Town of South Windsor Peter- -DeMallie,, Direct or of'Planning Kenneth Brill, �Chai7an. ;E�.anozic 'Devielopumnt Comm.. Alexander. Xtklii 1- M V1 r Q-, 4-, -1 jz:) LT-r�-, + A> - -A, A, # - - - - - - - - - - - - V 'T + 'v,l I _T -71 _7 ��ANNING DUTE 1,,_13UTH VE'RaDS THIS MAP IS COMPILED FROM OTHER MAPS, DEED DIMENSIONS AND OTHER SOURCES OF INFORMATION, NOT TO BE CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO CHANGES AS A MORE ACCURATE SURVEY MAY DISCLOSE. REft 115110PT 41A`1711:. O;A� ANI! AIRVFVS AM' •AAP� 0 D N M • I 1 -1 1 1. tk straw bale trench 1. Excavate a trench stake 2• Place and stake 4' deep and the. straw bales, width of a straw bindingre or I t}'�}•�•• two stakes per width of ba a bale. twine II„itili �, bale. packed straw-� •, `. 3. Wedge loose straw compacted q, Backfill and plan t+;�� !�: between bales to backfill compact the ! — create a continuous excavated soil LtraT O� W�'(�,i�.i�ip� A.`J �`t✓ ���-��G+�i ��I�L.l7..�i1 barrier. as shown on the uphill side of Sao rJ p}�1 7bNt- NA of + the barrier to prevent piping. 5�1+I�iD`,aUi2. !t•Il.1S+(�i�% TILT tii • ' .. ;t,y.' ' • r,. W�j+�.i"�►1 �••1 ` �/-•a►7". -C•,.t �' •t."" ems,+ L V " wax-✓ ... =Fi: , R i 0 �- Lxel ( jr t I ___4��a,.c�C-.---{"c�'-Glzc,.atr.i .._.__---_.__.-. -. �t,i', ---�•" __ 11 -...,+., PLAd a QTT�M DRIM AGE WAY �:. '�% , ',e�• -A ZC-4A4T To USN Elevation: Points A O r should be higher than Points B. qjf72L Z� N NlI Ni Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, p +� Connecticut. r- 1 (-}tasl S CorJTRC� �S 1 REDUCE S z PARKING C REQUIRED Business Offices 1 space/125 ft2 of gross office area Industrial and Manufacturing 1 space/2 employees based on numerically largest shift. 1920 ft2 x 2 1 space = 16 spaces 125 ft (of gross office area) 18 Employees x 1 space - 9 spaces 2 Employees on numerically largest shift TOTAL PARKING REQUIRED = 25 spaces PROVIDED 10'x20' 23 parking spaces 15'x2O' 2 Handicap Parking spaces TOTAL PARKING PROVIDED: 25 parking spaces Welk - Ws-� �Dq LC;IAI� L•o-tr-4- l i~c�z�n Elao Ia L�F;- Z�-V'V S= 0 'gip -'/o CI3 3-,oZ.73 1 r to L—fr--- 'i �-- 73 •vim "Plot Plan Prepared for Alexander Terlizzi Burnham St. South Windsor, Connecticut." 1"-40' 3-24-85 Palmberg S Russo No. 85087 Sheet 2 of 5 OtiL CG�tJC.i2E•i� 2�.0 W + `� 1-0'r 4F ---) SITE DATA Site Located in Zone I Lot Area = 1.08 Ac. Maximum % Building Coverage - 50% Building Coverage 27.0% Pavement Coverage 31.8% Total Impervious Coverage NOTES Site not located in a flood zone. Inland wetlands on property. Elevations based on MDC Datum, .o All drives, parking areas, and storm drainage, to be constructed to Town of South Windsor specifications, $Contractor to strip IS stockpile topsoil in areas to be disturbed by construction, then spread on all unpaved areas, disturbed areas prior to landscaping. Contractor will stake haybales around all proposed catch basins and as directed by the Town Engineer. I.P.'s to be set on all property corners. Any additional sediment erosion control measures deemed necessary by the Town during construction of any site improvement shall be imple- mented by the Developer. All disturbed areas are to be reseeded. Monuments to be set at all corners and angles of all streets and at all points of curvature and tangency. No outside storage area. UPN-,r oG W�N,DSoR. lt�il.A:�1D W�,�CC..A.r.IP� tom ZJ.0 U-- `/ v t=0.,!50d/o t�, 5tc)Z-7 5 I� 12 LE-GE�JD -- -- 130 -- -- f=-X I STI N G G o W -r0 t_I. 2 , PRoPosEc7 co�TOU f2 i34x8 ExISi1k1G, SPoTG1Q�DG spo-r cigA.DE,. FXISTINC, 57rOQM PEAlK1A(5E EXtSTl►G SA)-i tTA.wY 5aW V, - -- - EX4 G"sl N G G AS --- F-XIS-T! ki C-a WArEp- S PRop0q=1t=D SAN t TA R`{ 5-=EWG2, PRoP 6SO I-JA'rEIZ C-1 PRa-:IPoB SD GIRZ E PFZoPoZX--C> E- -ECTR IC ALL �41 pRoPogED ottrD00R L.IG Hrl t-1G A Pkiq< 4/5T 8DF,q/ IICA,L. NAME CC MOM NAu1E (s7r-y ,51ZE CC MMF-N-T's 5X/M- PAA-041 jUS AC.F-ZF0/1A tLNDL-W P AME TREE Z 2% " S•CA/- 848 Aq CDRJVU5 5- o.CQrv11-E-eA TZEco15ER /D /Z`/S., 5P� cowiq1mE CS VPr-Cj M UM co-g y m wsum H)GM SuzH &-UF_ FEZF-V /0 /Z" -15 " 5PP- VC RHc Gv17E1�1L72oU CATAY40 C/4T/-}14M 7Z! ;bQoDeND�.! /a /5 - /8' SPA UNIPERUS C91N. PFITZEPJAKH PFlTZEP- JUNIPER _.._.. PARKING SCHEDULE REQUIRED Business Offices i space/125 ft2 of gross office area Industrial and Manufacturing 1 space/2 employees based on numerically largest shift. 1920 ft` x 2 1 space = 16 s aces 125 ft (of gross office area) p 18 Employees x 1 space W 9 spaces 2 Employees on numerically largest shift TOTAL PARKING REQUIRED = 25 spaces PROVIDED 10'x20' 23 parking spaces 15'x20' 2 Handicap Parking spaces TOTAL PARKING PROVIDED: 25 parking spaces 5 CS VC L.oT•� i 2 A-'�, t� Z - _ CA4.- t-�.e_ _ _ co o N. Z- AAAL--JG C(?-A-ZAT---PL-C-- :t JUG ti .us C4Il -4 , A N h oamPAci-At -r-,nr-Ar-'F-- FFr J0�4 1 P'F='Z T-i�xv S �1�1�1 �� .l S �N � ��� . � . ; s'- t �"��- c.�ti�`-� ► N ��..: "�'"p---... _ _ 7• 7Z- VC ��� R� r�,�s-ram ©►.a 1✓i=�IC.J� ADD C�t��� SITE DATA Site Located in Zone I Lot Area = 1.08 Ac. Maximum % Building Coverage - 50% Building Coverage 27.0% Pavement Coverage 31.8% Total Impervious Coverage 58.8% NOTES Site not located in a flood zone. Inland wetlands on property, ' 4 Elevations baced on MDC Datum. All drives, parking'areas, and storm drainage, to be constructed tc Town of SouthWindsor specifications. Contractor to strip & stockpile topsoil in areas to be disturbed by construction, then spread on all_ unpaved areas, disturbed areas prior to landscaping. Contractor will stake haybales around all proposed catch basins and as directed by the Town Engineer. I.P.'s to be set on all property corners. Any. additional sediment erosion control measures deemed necessary bar the Town during construction of any site improvement shall be imple- mented by the Developer. All disturbed areas are to be reseeded. Monuments to be set at all corners and angles of all streets and at all points of curvature and tangency. �)� f151 UNt-T- o� Z� � -ram ,7 t _�i- - - 1N . • W 11.iC��O'•• ii�LJ�J�© iA•t�f.t. P - I r � `X T�{- ' '- -.. �tktS (�1a.tJ 7- � 05ez:) rp+a r N•` �r�Pas�s oN`"�' - • ` \ -�� ''i" LANDSCAPE ARCHITECTURAL 1 ; . -ye® D E S i G N ASSOCIATES, P C . ' p C corr Y X ` LANDSCAPE ARCHITECTS �S�J���► s�G COLLINSVI-LLE, CONNECT(CUT co Z(p - ?_ , an,nr.nr` V�Oi•- r�t�s�� 91 c). wcl� LE -GE NJ D �� J�'J ---� � �.,-•--- PRoPosE~ a co ►�-ro L� � u�I-•1 � ��. , . F:u C-_�-1 g ExIS`TIEaG SPo`T'��aDG l 34x ExisTINC-i sr01ZM PP-AIua(SE RAIMBERG & RUS54 to r ;, i � " '•f: ii' "Plot 2a ? rL ;gar u l i r_;. i �3L. i �i --- - - - EXiSM N G G A Sa LAND SURVEYORS PRaFESS14NAl ENGINEERS „ ; SUL'i::. ,�3.T?Q 5�3I ��;.': ist �..ti: I IWV Yy�TER 15 BARBER POND ROAD._ w PRG�bsED I..il�.'TE� BLOOMFIELD, CONNECTICUT r I c'a PROP0e ErD -(- Ag 242-2775PR<Dpa } ED + 000R EL-..t Z7. BY� SCALE DATE SHEET CHECKED NO.