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HomeMy WebLinkAbout87-62 Atlantic Plywood Site Plan t 3 r -r ' 3 i i i I- ANTIC Pli Y VOOD _ IJ\1D 0 R co SO, UTH W 1\\1_1\\1ECTICUT TOW/2 01,2so lh tjzd,60,t _� rp1 = ' run. ��s'outlz 1 z L ISaO SULL+VpN AVENUE SOUTH WINDSOA,CONK.0607a u , ` i111 �� 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074 2AAREA CODE 203/fia4.2511 �; � AREA CODE Z03/644.2511 October 5, 1987 J01IN' FiTC11 BUUI_EVARLI Atty. William E. Grace CERTIFIED MAIL ^� 479 Buckland Road SAP PARCEL U PROPIiICI'Y utl;l South Windsor, Ct 06074 »2 I1 _ Dear Attorney Grace: I September 23, 1987 61 t 3 � riscs 15191Joltnitl•'lLch Blvd. Re: Application Atlantic Plywood William E. Grace, Esq, 479 Buckland Rd, 12 Hanford Assuclalcs At the September 28, 1987 meeting, the South Windsor Inland Wetlands South Windsor, CT 06074 5135 J.,hn Firelt Blvd. /C enc Agyonservation Commission a t pproved with conditions Application 468, construction of an industrial building on 13 H;,rliu F. Mccralh, iaien ti. Kodcl 6 the easterly side of John Fitch Boulevard, as shownpontplansaorepared JaneE'arkcr John FitcltBlvJ. by Palmberg 6 Russo, dated 6/9/87, revised 7/20/87, 8/5/87, 6 9/18/87,ted on RE: Application 01282, Atlantic Plywood Site Plan of Development 1t Sperry W.,od i.imtcd P:rrtnere:ltl t consisting of five pages. The following conditions must be adhered t l4 1 to for this permit to be valid: Dear Attorney Grace: 1 John Vitell Blvd. Please be advised that the Planning and Zoning Commission voted at its -'4 313JulDonna lanFiLe I. Modify the plans to show the following: September- 22, 1987 meeting to approve the above-referenced application for or : ]13 .luhu Filch Blvd, a Site Plan of Development on the east side of John Fitch Boulevard, as ' 2 34 Samuel Cultclt al show entrance pad. shown on plans prepared by through 923-87, Sheets 1-5Pofmberg 5, andnsubject,tosthe following: t � 1640 Joint Fitch Blvd. b) Show stockpile area. 1, Plans must be Idodified �o show signs and lighting; top of frames 5' 1 1590 J hilFitchl�Blvd. c} correct plans to state that after the October 1 seeding and inverts on storm water structures into and out of the date organic mulch will be used. detention basins; show curb cuts of surrounding properties on the key 3 bonald .i• Ilaitulurtis map; and provide architect's seal on architectural elevations. 1546 .1uhn Fitch Blvd. 2. We recommend a bond in the amount of $5,000 be submitted to Planning 6 Zoning Commission to ensure compliance with 2• Prior to commencement of any site work, a meeting must be held with ,Q C.uurttl• BisLrlbut.,rs, tuc. erosion 6 sediment control measures. Tdwn Staff, LOi 11 ` ISIU .Iubu licch Blvd. cjC{�E ,_- 1 1 3. The method of saving trees on the plans must be followed 3• No building permits will be issued until the Einal plans have been 111 \ 10 I. F. prick Co., Inc. as shown. filed in the Town Clerk's Office, John riLch Blvd. 4,. This approval is sub ect to the conditions of approval of the t ! 4Three t revised plans s TownStafErev t be submitted e t iewpriortoany Inland Wetlands Agency/Conservation Commission. 1 = `Wl` STREET 5. on the site. 5 4 An as-built plan will be required prior to issuance of a 5. Construction activities shall be subject to the -oval Certificate of occupancy per Section 4.13,10 approval of the Zoning PARCEL a 0l:pltiil _ of the Town Engineer. Regulations. \ .. �. 1 R61'Iarl l' ! 4' 15 l.iuwuvd F. s I;tl::nbclh It. ,lddinglort TO Attorney William Grace 6. Landscape bond $5.000• \ 1 v 1 ' ! 1648 Nilin Street Re: Application 4488 - Atlantic Plywood "3 16 Clara I. Clair Pateb2r S, 19g7 William E. Grace•, Es f rJC 7 ^'1, II 9 q• - 2 Y 8 1732 ?lain Slrccl - September 23, 1987 1 Black and White transparent mylars of Sheets 1 & 2, with this letter end y the Inland Wetlands Agency/Conservation Commission approval reproduced j thereon, together with two blueprint copies of the entire plan, m 4T 6. The application shall indemnifyand submitted P must be 3 hold harmless the icced to this Cpmmission• to be stamped and signed. After'signing, the '}\ ` J Town of South Windsor against any liability which might mylars will be returned. to you and must be filed in the Town Clerk's ild' PARCEL !+ Pgp1'ERT1' O:1NElt result from the proposed operation or use. Office within 90 days. After filing these plans, a co ~ � must be submitted to the Planning Department. PY of the receipt ' S2 B Sperry flood I.imiLcd I'arLncrsLip 7• The permit is valid for one 2 c/o RuberL naynrund September 28, 1986• Year and shall expire on 9 Very truly yours,Tlanin F. Ilcl�ralh, 1:11en H. Kadcl L Jane Parker Very truly 1 NxP Y Y yours,- l PARCEL P PROPERTY y^ OW;iEg 1 q� 53 ,A Sperry Wood Limited Parincrship �. J ri yL. Loui a C. Evans, Chairman ti= r9 1� win F. Rennie, Chairman Planning & Zoning Commission - 1 ® 12A Clara 1• Clapp Inland Wetlands Agency/ _ 1 Conservation Commission 9 111 4 cc; T. Cant£ck, Director of Public Works Town of South Windsor T. D'Aurin, Building Official i KFR:dlb E. Be11eville, Assessor 1� /" I� "5 E1 M. Lanning,DFireirector Marshal ®��� ® La� M. Banach. Director of Planning a iG DEPTS CC: A. B. Davies, Deputy Town Engineer Inland Wetlands Agency/Conservation Commission DIichael Gantick, Public Works Director Larnick Associates Marcia Banach, Director of Planning Thomas D'Auria, Building Official lN 0 Louise Evans, Chairman, PZC �r ` o Palmberg 6 Russo C / n Associates Engineering Department p , THIS MAP IS COMPILED FROM- OTHER MAPS, DEED / - .. DIMENSIONS AND OTHER SOURCES OF INFORMATION D NOT TO BE CONSTRUED AS AN ACCURATE SURVEY J,il a-it e4� ,a, . n i AND SUBJECT TO CHANGES AS A MORE ACCURATE ,u `e f/`4`• �T.t1�r, SURVEY MAY DISCLOSE. `r`�``�' l '°�r :mv -7 N 1� ArA87 aa��>!ou 01 C ; I .. . . . .il . . .. . % . ..: � I I I. i . I I ....�71 1 � .. , I . . ... .I . . .... -:.ib. .. .. . I . . 1. .,i ..;.. . . X� .. : ,,�f.­, . . . . .. .. . . . I . . . : ,. .. ­::1 - . . � � . . . . ..I..­1 . � . ... ... . . I . I .. .... - . �i -1 .. � . I . f . . . . . . . . . I . 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I * . . . ::--i ... . .. . AF . I ,E�61a0l.,�-,S' I � , � 12 5 S.F. . .��..I �.I:-. . - . . � . I .- - 1. , . . . .. � . . . * . � ::_A .�:. . . I RR - RIPRAP -1 . :. . . .. - ... , . � /-;!la./2, � I . ...�..-.1 �: :.. :.. . ..: ... . . I . . I I I � ;­�: .I . . . . to - _)TA13$L/_2 A-T/01\t /A4 C_z�!;,Rwrc_4 ` - - ..,..--.. :., :. . . t �-)LOT-F- 1L 1.�...:;." ­. . . .: . I I I I . . I _RE.74_tr-�It,)�, I . * :-.:..-.e . . . Nxkl�� 2 employees a . . . _ . . . I��,%.�:.i '' I I . . . .. . . I DB . - DETENTION BASIN ' 1. 82 A rzeA T,:�- 3_- ,,k�R_,-,mP,T ,Ecg/A . 1- 1.,;­ I , I :,­. . 11 - I T/" E-t-ew- 0_7>.0 I :I.,, .; I I . . . . _.. I . . .. I � - . 0 1 ­.�_ .1 - . � � .�:�,:r�� 11 . I ,� . .. I � . CE CONSTRUCTION. ENTRANCE ' �, , .;�21 spaces X 1 handiap = I handicap spaces 0 F_ 4E:.q6IyA1_C4-r : : 11 : - I . . . I..,� I . , - ., \ 25 spaces I I a : - : L:-.�::.� . I I 82 so . I 1.i7."� � � .1, . ST SEDIMENT BARRIERS . .. . I t ired*.`.Z1,parking spaces . . 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All existing tr re disturbed I : ;)----. ,- - . . . . a 0 . ... 1.I �` - I , I I: �1.1�,I; .16' -7REF �, -�V�� J :, ,9 11�, F,ct-c-, V67,F-jL'> )_,_ Y�1:�>-Flmc-r L,m F_ . . I I . I ,, . . . I . . �.,"A. . ape architect to do otherwise. _9-7C,)-q0 1��S-9 3r_-aC_tk . . . R " I . � ,:.._��. . 1>�, �I.....I. �j . I - __CW7-/-, . . , , - .�i , _:D I 7-E- . -f;zm\l- -?- 1'3>- a :t . 11 �. . �sii 9. I)Lveloper shall meet all requIrements of cite ,� -Z3- �'N !f- �: 7 Z,c,L' I . %1. . 0\ � Z &Y-5Zt'::�_'75.43 . X,`,,,,P_K_ . . -RFv --Z-3- 7 �,� . - . :01::,:..-�;.:i - (��, ;..,I I.-ii fire department, if any. \ _Zomi�_: ., /MT---oLjSTR'/A,L_ . . I . ­­' I.- ­,I I . 11 I 'll � , . -4._. . / . � ._k�r�_, . "� 10. Any additional sediment - erosion control Measures __ - l__0- A-e Es.:: -a I ± /L_,_-, . . im/I r � . I .,..:...I:..,"!I; - . - . 1:)��'MA,LD __�, Z-XL71_JL&;��/�b PLAN .: �,�.� deemed accessary by staff during construction . \ I i� �_-x4s7t,,3,'� i : ...� -I - - - - I.; -�:...�'" . ny vement Shall IlL Implemented by . _/ t: ,�-) I \ :E�,77 )-'>R t\j r-- -, 7`��Di­-­b 7­%j-,- r> ­),f, Ali,-d, : 4>489C-3 -F . .- I . . ..I,".- tile devvItiller. Tit ,,Iddit Jon, tile th!veloper shall lie . - I I , I.... i:� I - I 11 - . - � ­ I .. .,�.­: resfion.-ilible for the inalritcoance. repair, and replacement �.. -;� -t S . : '. I . ,.-,.',*.-.-1 -I of all \ . Or,--,C,t A_ct, : /, 99-5 .F I :.�i:i_:.( . ..I I required control meaHur", until"all dinturbed . : �.:�A'.. I areas haVe [seen fiLabiltzed to the .-;at 18 fact:In" of cite sr /`*'�� - \VOA,R�-tA4�,')SE_ ,)k:�!!:k -. -59,SCIS ± ��-;�- . ATLANTIC PLYWOOD CORP. : ;.,.:1,.;�.-,1t . - -, .aft. .: \ .,� -. �:.�..,::.I , '. .;.:" I . ,_ . .:. ... I I. Handicap "parking apares to be marked Ili accordance with - . E>,u 1,t_--i>I t�A(� ,­�I'qr_-i��E_ -' -1:5-:� �/,_� � . � JOHN FITCH BOULEVARD (RTE. 5) .�.:::,".-A I . * , -, I . .q... Elie State of ConnectICUL build 101; coden and-Public Act 83-412. -'-`0' 7Z�-,A�L ' - . .1- - jN&1>E:j�-,/,4ol:_i!�, , _�-vE.ZA-,E_ : 6�f,, t YO , . I : . I rs to lie pinned prior EU tile certIfIcace \ 0 .-� . % . SOUTH WINDSOR, CONNECTICUT . ..'i.- * -, I -, . - 55, ....., - . \ ES,J,,_t>I Al C- L//,�4,- -, ,6 . ., : :�;.i ­ . ;__ .-._� � . :,,1'..,4 . . I I I PHONE 668-4777,. -- . _­... ,F� . I � ­ :,�c�l � . . I . 0___1 * �, ;, � :7.�.�'- ; . I 1 5,-0a, /-,�,a C " /0 , 0091117"fto V- . . . I � I I I I \ :�p - I I I�:".��:��_-�!.,*I . " . *V 1F CONe. -;I.. ­,11 , . . . 'a"'...-V . ��,'..;,����.J. _F,::� -F '16 1. ,. ....­14 , .. .1 -,&,- LiOC, . L6' .,� -IZZV. Z-/-66 .1�,�-�;�­� I .--� �� . "1�1 /�, ' I _. � /_ " ?,: z2NtV - i I ''ge" V - i,? ­4 . I U I.. .: I.*.,11 __ . 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'w.-::�'�,.:. c;; 11:"'< >r.r >:,:� _ .. • • .�'t, .'�-i"•V ,>..re:,�,,,r', �(! J, 1? n - a,\ ..fit-•-'•j,. . ......, .._,, ,a : .t.: . I 1 .. ._ ..... =.,:�1:ar. .:m:.ar°'=x:�_ e..., a ,r a, , . . L.;. ;i r ;, i ..•. - . ,...,...... +r� - .... : ..,>. � � . � , .f• •-� R••r+^rA'irs.r`�=r„u••r• aY',+ ,1}s y �-, ..Q •�.. � _.�... "4 • r1 �� .. • .a 1 t ,. , '� :. • ' _ "„ „"✓' .-•. 3 ,+,,. .. Fl rr. .. r r ,., a `ij ;, .. ....- .I... .._..� ,-. 1 ... ,._:.. .:- ••-,,._ • '• r:.,n a .s • _. ..,•,..- 't PLANT LIST �- 1. .., :.. r _ .. r1 r: ,. -., y l G . •., °yi . • , ,f 11 - szax .�^r.srlxM.':�r_us emuar�k�:: ..'-.a�z•-.�w-..:�;a!�..s=-;..:,,.�:��.-� .-.;+„au:��arFaua..__-_xc:.:� amp.rer,.n=='::�srm.c.=rx'%M.;rr.-,st.txt•_3J1 . .,,, . .. . , -, , .. . . . 'tom-1 /t QI ?1 S1Z I �Ks � 't�oL, - .. c «-r- 7 13t5 .Asc AN ING PLAN _ ___- - - _ , . ..... . . .:.. . . .. .. . C�cgi <'-TaLo�-t I�'g'o" R£*i5�- -�uv©o1p 3G {2 15 sPW C•�1 �• . ,. .. ii i�a I_ t{f I T IC� c�L ���OOC C ORID . .. . . ` _ _ o►.�+�u1rj�5 A +�� C' MFM%c Tu S pwPsR c.c�i x7 �voNYO�Io V S Zo 1�✓-16 SP'D cw.r 41 N$ R• � - co P+c-n4 y, II ' L) i �f\ Fi G�- � Il� �'AR {R i � ;' • JUM i M1WS C1 N• P'FM� , �x Go M 1'�T ?f=i i�t. JL)14 i P6R /a• I s s9P co-�r�t Ir vz_ �p G li ``i - I� SV! T? �€i�334 , 1`f �}c t�" 9Ci.1 " . Atrt15 �Lo218Jr1�1� C 1 �.ou1i' -f4 G /0 1,f -2 " G+4�- �3 "B /��° is LAND E ARCH T ECT L,3 . URAL 9 N v 5 S-T�oP.5us \ 41'T� ptri� 13 C I+T ' �I H c'1� y t �pF Nh•1t, G _a,. DESIGN ASSCC I ATES y� sFc I =., : . ?,: p r•1}± _-:ii r-I ,, r,1 F.,`, fir, —c �oN ' ' T`lrL "T��, 'a �o z��c -3 Cr4~�.. - .... .....: _ € f'._'°._" l _ LANDSCAPE ARCHITECTS/SITE PLANNERS 3 ILLE, COLLINSV CONNECTICUT ,� a '`el t_ikilb `;'"R%� Y"'f'?`. 8 (;.r-IF": •f{)N;i: ,:N(;Q'":[a. _ y t� i r-1 FtA ?J, A stloto osav p( ON 4 I S I s*v CO-4 T o'I M� 'P-a N� v t _. . _...,-'- - � s: ii ... V+ .. i L v 1•.; -}J,t�' 1:R. ..3P1'!- ! ilt iA 1" 1.i fir - -'7 ...._. i' 3/� �G4-'s{ T-��7���� 'r+i/1�� "�� 1I✓� �r� IS't V'+ Si'il G�/{� �1`"�I+�I� L �•./ n�yd1F• NG 363t P.' ` €' ;ji-! :`J.',3=i• ll� ":rlt l�?.., .! •l ' _t_/f� '4/ /•"'lJ r �v'-" IJlS�s ..4 rY.)%f'Ai + ....,.v_....-•'--._._.:,.,..___.....__...__._._...._.._ Ic �/IkG _ ) Vt$U+1�1 GO12-R`r1�1�a'Sc1 I '�t�5 'f ,5 ,2 o I J ;, 1V\ � j3l.V,�•��( I ��' j 2 {5 I• P c ti+-t�, r-ls�t"Z 1l C ---- -' .... . . ..- _ ... - . . - ... ... x - . - SP�C/4� _ /-/i9} /�7T P /9r,�T1/�G �:�- ....._ _.. _..__. __..._.......... ..--- . ; . .: .. : . . ^ . p :. •� '�I t'�Ur2-M V k�oac� -•�i21 M G�L�•t PS���"� 3S l z 15 Sp CU�tT�+M►`iR.- �! ry _ .__.. t p s= : 3 , ,.. .,.7 ,tt: �... t, xY .tJ_fir,,,St,tx_,,.... ..._.,.,. . .,_�.F ._,.......,J",.,.r.,.,..s...a .. u.g:.Ys.r::•tV fi'1ih?',',:-i fs ••,^. ..• •':S'f...C..-3•Sa:Y a i . S .i81&'t�':r....-.:`r.a E.a:w,.3�r .,•.n, � .✓ •. ,x r•�:....,,.o<..,...y,...,. .. i:< . 71 . - *`Permanent seeding shall. be accomplished with c%r�' �f the followi nS se=dire, m3.xcures: . VEGETATIVE MEASURES PERMANENT YEGETATIYE COVER (PY) SOIL EROSION AND SEDIMENT CONTROL NdTES . - INSTALLATION REQUIREMENTS :;nitNn"I 1 rni U TE1iFORART VEGETATIVE COVER (TV) Site Preparation 'All soil erosion and sediment control work shall be done in strict accordance with the rile prep.•,cd'sit, devel.,l,mont l„r At 1.1111,,. ,•I.•1,,,,,I i:; located illi the east 5[dc of John Fitch Bouiurard (t',5, Route Sl in tiuulh lilndnur, Cnance't fu,C. "fhu site is located in KIND OF AREA grade as rseadad and teasibla to persit the use of conrencton+t Connecticut Guidelines for Erosion and Sediment Control including the latest date from , IMSfALITIG_f_t_RE�tIaEF4EDtTS aquip�nt for seedbed preperatfon, seeding, rsileh application zone [ and 1s appre,>.lmately 7.1 - :none I 1. and anchoring, and isafntenante. All gelding zhould be done in the U. S. Department of Agriculture and the Soil Conservation Service. the site development for Areanrrc Syr 03S-•'will begin upon approval of the site . R1IRROW AREAS, ROADSIDES, DIKES, LEVEES, Site_Praparttion accordance with the measure for and'Grading plan or ahoril� thereaffcr. Prior td a'dy`construction activity on the site construction PO?{D BANKS AND O7NER SLOPES AND BANKS Grade is needed and feasible to permit the use of S@edtxd Preparation Any additional erosion/sedimentation control deemed necessary by town staff during con- mtranee peso are co be lnatalied a[ the lacntlon o[ the eventual permanent entrance. Yolioving the insiallu[ton of Che construction entrance pads sediment control practices egvipt for seedbed preparation, seeding, �flci' struceion, shall be installed by the developer. In addition, the developer shall be and measures shall be inatallea at the locctlons designated on the approved sediment application, and wilch anchoring. All grading should be (1) Apply ]i�stonc and fertilizer according to-soil tests such d in accordance with the measure for Land Grading as those offered by the University of Connecticut SOtI responsible for the re air/re lacem2nt/maintenancC of all erosion control measures until control plan. llaybalcs are to be in ant area of construction er [he base se tut a p P dill slopes prior to any land disturbances. llaybalcs and aFI erosion and scalment 5. Testing Laboratory So11 salaple mailers arc available from ail disturbed areas are stabilized to the satisfaction of the town staff. control prattieea arc co be Snstnlled, applied and malntalncd throughout the proyctt the local Cooperative ExLeniion Service 0fftte. If Sail is accordance with the guide11nc5 as deScriUcd on page o[ :he Pa]mberg 6 Seed Mixture ' Lbs/Acre S Ft. tasting fs not feasible on saaail or variable sites, or at,aao Plana. • Install needed erosion control measures such as - ' • diver:fons, grade stabilization structures, sedf®ertt where tlainq is critical, farttllzar �y be appiied at the Haybale erosion checks shall be placed as indicated immediately after a cut slope has Eaa drat major lane disturbance on the alit of RrLouTr�Ycyx 1'vlll be [he ecrlppitit of rate! Of pnundS prat aCr1! nr 7.5 pounds per 1.000 Square topaoll in [he fmaediste area of conatruc[lon. Prior co any stripping of topsoiF hsy- basins and tossed waterx s. been created. Sediment deposits should be y P bt Sail era to be installed !n area of construction as deal hated cn the lane. All eroaloa Q ay periodicall removed from the u stream sides feet using l0-10.10 or eq�iivalerit. [n addition, 3� pounds g p ntue�cy Bluegrass 20 1 :45 Seedbed Preparation of 38-0-0 per +c1c Or cvtrlralcnC of star release nttrOycv+ may be used for iv or Apply ground limas tone of haybale check dams. This material is to be spread and stabilized in areas not sub- and sediment concrvl Practices are to be repaired, replaced and malnCained chrovahout the Cping red fescue 20 .45 Apply li�stoext and fertilizer according to soil fast {cqulralent to 50 percent calcium plus I®igntstfaa oxide} as jest to erosion, or to be used as fill in areas which are not subject to erosion or to project by the developer in accordance to the requirements outlined on Page 3 FL 1 or un- Y t11 all disturbed area• have become petmanentF stablliseJ, The ca /t Y p:oiF fs to be stock- Pelrennial ryegrass 5 1p follow,: piled aC [he location des! hated an the fir_ x� Lions such as those offered by the University of be used in areas which are not to be paved or built on. Hay or straw bales are to be a plans, llaybalcs are to be Installed along YOtdl 'to ��{ Connecticut soil Testing Laboratory. Soil sample �tlers are e Sotl Texture Tons Ac. Lbt/F000 sg. ft. replaced as necessary to provide proper filtering action. Erosion checks are to remaint.r of the stockpile to farm a sediment Uarricr. Temporary seeding or topsail .coc>- fF 8vailable fl-om the lOCai Cooperative Extension Seryfea Office. pal u •hall be completed vichlr 15 days, of Ica formacfun as outlined in the guidelines 11 If soil testing is not feasible on sa(all ar variable s1uz., or In place and be maintained t0 1nSUre efflClent S1ltatlOn control until all areas above the for [em a y vegetacivc cover on page tfaF�of the plans by Palmberg L. Russo. If the where timing is critical, fertilizer may be Applied at the rate Clay, clay loam and high 4 IS0 forsaatlon a( the topsoil stockpile does not occur during the seed lug daces niece vlotsr of 300 pu�ulda per Sere or 7,5 pounds per 1,000 s�sare feet of organic loll erosion checks are stabilized and vegetation has been established. a,ontha - $epEenber 15 through Apt'1F 1), the Lapsall stockpile shall be temporarily mulched Sandy loam, loam, Silt loose 3 135 as outline■ on the page gar S of [he plans by Palmbcrg 6 Russo until a temporary veget- 10-10-10 or a�fivalent. Apply 11�StOt}a (equivalent LO LOaa7y sand, Sand 2 90 ative cover can be eatablYsned: Topsoil shall not be plated chile in • . 1 . .frozen or xuddJ LAk(NS AND HIGH MAINi"ENANCE AREAS 50 percent calcitae plus mignesfLra oxide) as tolloaz: In all areas, removal of trees, bushes and other vegetation as well as disturbance of the : ,,, ion or when the subgrade is excessively wet, • -Soil Texture Tons Ac. L-bs/10W sq. ft. P soil is to be ke C to an absolute minimum while allowing proper development of the site. The nest •Cep in the construction sequence is the grading required for the cona[tvetio0 _.. Clay, clay loam and high 3 13s - of Lhc pa=king area, access drives and exposed areas, The s o11 erosion and sediment eon- Rater t0 COunty 5011 SUIYey report for Soil ClxLUrei a[ the t=ol •wsures and practices implanenced prior co the serf f Clay, clay soil sib During construction, expose a5 Small an area Of soil aS possible for aS short a time aS pp rag of topsoil should be Sa- ipeeted for repair, replacement and maintenance prior co any land disturbance activities s. • sandy loan, loans, slit loam 2 90 possible. caarcnce upon completion of final grading, aFl graded or disturbed areas not to be built + Loaa@y sand, sand 1 45 or paved on shall be permanently sEablllzed.. If seeding cannot be accomplished durlttt . Seed Mixture Lbs/Acre So. Ft. (2) Work Tice and fertilizer into the soil as nearly as prietieil t0 i depth of < lnehes with a disc, Spring tooth the recommended seeding dates (April i through June 1 and August ]S through Septmbez 15) Refer to county Sail surrey report for soil textures at the site. harrow or other suitable aquip®ent. The final harrowing Or The contractor shall notify the tOWn engineer at Che beginning and end Of eaC)1 Stop of Che the disturbed and graded areas are co be temporarily mulches to scab111xc the soil until discing operation should be on the general contour, construction procedure and shall not proceed w�Ch the next step Until the town engineer saedlaE can tx accomplished during the next recommended ,ceding period, I[ rough or final pert the soil has bears c,o�iCied by eonstrvetton opera- Continue tillage Until a reasonably uniform, fine seedbed- gisdiag is to be delayed for more than 30 days after land disturbance activities have ICenttJey Bluegrass11 2Q .�5 ti�1a loosen sail to i de th o{ 2 inches before a ] 1 1s praparad. All but Clay or silty foils and coarse sands has inspected the WOrk. ctiaeda the disturbed areas are to be temporarily vegetated or temporarily mulched if ,1 Ip pp y }� aetdioa cannot be accomplished within the'recomaended seeding daces. Whenjland disturb- Cr�eping red fescue 20 ,45 fertilizer lime and seed. should be roiled to firm the seedbed wherever feasible. +mce activities occur between [he months o[ September 15 co ,lprll 1, special ttientlon Perennial ryegrass 5 • 10 l'` t'or>at ►land Tons seeder, drill (3) Re>eeve iros.the surface all stouts two inches or larger in Topsoil is ,to be stripped and. stockpiled in amounts necessary to complete finished grading ahoula be taken in aaau=ing Gnat the exposed and dfscurbcd areas are sufficiently mulched y se*4 uniformly b , , , Sae,ediately after final grading, until seeding can lie accomplished during the next re1 . - -�•� p any dicaension. Rove ill other debris, such as-xire, of all ex osed areas re uir.in Co soil. The stock Sled to soil is to be located as Indic- . Total �#o i,0 afitipaeker type loader or hydrofeeder (slurry including p Q g P P P careaded ■ceding dates and all sediment barriers s1,all lie checked periodically for aaT . -soed•ai,d fertilizer). Hydroseedings, which includie mulch, cable, tree roots, pieces of concrete, clods, lumps or ray be left set soli surface. Seeding rates meat be other unsuitable material. aced on the plans and temporarily seeded and ringed with haybales to prevent erosion if it need a[ =•pair, replacement and malncenence until [hc Disturbed areas been perasnertCly stabilized. Upon final grading, haybales are to be Installed at [he base of cut and fill _ tneraered 10 percent wFltn hydroseedinQ. (4} Inspect seedbed Just before seeding. If traffic has left is to remain more than 30 days. .lopes a, designates on the approved soil erosion and sediment control plan. Mulchin4 ilia SOS1 COWtpaCitd, t13t area m sC tt retfllld and fir�Cd aS 7ha construction of the building should begin after eht• site l,as been rough graded. Arena. ;i above. There 15 CO be n0 stockpiling of .so> 1 within a ten fOOt limit of adjoining properties• Co be filled shall be stripped of topaoll, vegetation, runes, rocks and ocher objectionable :.1 aateriai cha u d •, Sea guid®ltnts in the Temporary Mulching measure 5aedi� Dates t au reau L in the construction of unsatisfactory fills. Fill should be _ - placed tad compacted in layers not to exceed V in deptl, and shall be free of brush. Any and all fill material is to be free of brush, rubbish, timber, logs, vegetative matter rubbish, at,mpa, logo, timber, rock,, bvf[d1nF debris nn,l other objectionable material that Spring setdings usually Qive the heft resu]ts. Spring loadings would result in the canat_rucclon of unsatisfactory fill;. fill should be placed and ti of all seed (sixes with legumes is recct�ended, hoatver late ailit stumps in amounts that will be detrimental Co constructing stable fills. ttaspaated sa required to prevent erosion, slippage, +settlement, excess saturation still ocher raiated probleaa, Frozen material shall not be used Iar fill nor shall fill be placed and Stlislfatr StedinQf prior CO Septt(aber 1 can be madC. •ldlen crown compacted on frozen ground. The (111 required far for rnnatructlon of the building shall - reill�Ordry Seeding Rates and Dates vetch is seeded in late suer it foist 35 percent of the see6 NaNSTnuCTURAL MEASURE$ sFaoir]d be hard seed {unscirifitd). The rtcoamandad seeding Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by g be placed and compacted in accordance with local and slate requirements and codes. • dates art: local authorities. ,,a Tbt parking area and access delves arc to be surfaced ulth hituminus pavement at the eon- .._.,..,.,� 7EMP0RART MULCHING {MU} , April 1 ChroUgh JUn! 1 ple[Soa oI flaal grading. The consCrucclon of the Uulldlal; should be completed prlo[ [a : OPTItII1M SEEDING UPTI M SEED . August 15 through $tptesaber 1 All fill areas shall be compacted sufficiently for their intended ur ose and as re wired p p q cha ■urLacing or the parking area anJ access drive with hituminus pavement. to reduce sly >n erosion Of eXCeSS saturation. The eroafon and sediment Control measures im lamented throw houc the `'1 1M57ALLATi i'RE it(�1 RE1fNf5 With the exception of erowtl,veteh, the final seeding date rAy be p p maintained after Elie development of the SitepUntil the ,Il.t„lhed areasrhavt been11 bt ,::1 SEEDING RA7'E5 {pounds) DATE1'3 DEPTH extended IS days in the coastal towels of New London, Middlesex, peraanantly acabi2Szed and vegetetfon Ina. barn escaUlishcd. Nat until chi disturbed . .a Hew Haven ind Fairfield counties. All soil erosion and sediment control o •rations shall be in place prior to env grading ; < p - areas have become permertent,ly stabilized In accordant-&- l,• the final eroslon and aedlaenC . SPECIES Per Acre Per 5 t. �iilCi7�5} Areas which have been temporarily or ptrmanently seeded shall st_ eding operations and installation of proposed structures or utilities and shall be left in place control plan a1,a11 any control measures bt remn�.d. '•''f be culchad immediately foTlM nyy's"ding. Mulch Anchor( Will •4 be used out slopes greater then 3 percent an�oncen ra flow until construction is completed and/or area is stabilized. arms such is divtrsiora and waterway channels. (1) Stltct a mixture fro•► page �/ of S or use mixture - . Annual ryegrass 40 1.O 3/ - 6/15 D,5 y recndad by the Soil Cansarvition Service. Inoculate $/1 - IQ/1 Areas Which Cannot be seeded xi thin the seeding dates VJ,u be itl lop me: lead with the correct type and auaouire of Ail entrances Co the project act site are Cv be protected by stone tracking pads of ASTMS C-33, I. ..,5 rrllichtd to provide temporary protection to the loci surface. tnoculant, s2ze no. 2 or 3, or Ct. D.O.T. 2" crushed gravel. The stone tracking pad is to be main- An organic mulch other than wood fiber alone shall be used, and ;. I ....• (2) Appply seed uniformly by hand, cyclone seeder, drill, tained at all times during Che construction period. .:a.. I be planted throughout stinner if soil Moisture is adequate or Can he irriQa�tcd. the area thin loaded as soon as seeding dates permit. tvlti cker pe ry 4 ,� x a x r steel and ferNlizer)dtr�orm dseedingrdepthris fnr�ul/6 to Fill intended to su port build in s structures conduits etc shall be cam acted �fSeed a� ,vtice the indicated depth for sandy sell l s. Finch shad be used whin tree, shrub, and grround corer plantings � P g � P ` . 3/2 inch. F(ydroseedtngs which are mulched •say be left on in accordance with local requirements or codes. ' - The fall- .seeding dates may be extended 15 ddys i n the Cod'Stal towns of New London. Middlesex , do not proridt idagvatt erosion protection. soil surtict. ':`,: :t Ne*� Novara ind Fatrfie.]d Counties. Organic Hutches- (3) lttlere feasible, except where either a cultipacker type Topsoil is to be stripped and stockpiled in amounts necessary to complete fininshed Drip Line 1 - seeder or hydroseeder is used, thl seedbed should be fin�zd p p 11.4 Organic ailches my be used in.any area where mulch is fo11ow4nQ seeding operations with a roller, or light drag. grading of all exposed areas requiring topsoil. The stock fled to soil is to be required, subject to the restrictions toted page �/ of Seeding operations should be on the contour, located as designated on Che plans and ringed with haybales. Temporary seeding of ,=, Source: ties. Departmen of Agriculture, Soil Conservation Service, Storrs , CorineCtiCLrt. ' the stockpiled topsoil shall be completed within 15 days of its formation. 0r ante Mulch Anthorin (4} Frost crack seeding can be used. Frost crack seeding must 1 1 be done in late Winter or airly.spring. suitable weather Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade Protective1. I Device 1 - 1 conditions are freezing nights and thawing days with little y ' } Straw or hay ia(ulch least be anchore6 i�dfitely after or no snow cover. Seeding rates must be increased is excessivel wet or in a condition that ma otherwise be detrimental to proper 1 Y Limits of Clearing l fpreading to prevent windblming. tither organic mulchies; 10 percent when using this method. grading or proposed Sodding or seeding. and Grading ; .I • do not require anchoring, The following methods of a. • t anchoring straw or hay may tit used. (S) Hydraulic application (hydrosaedtng}, fs a suitable setho4 ', -.. "''� Dr dniC Mulch h4ateria7s and Application ieatiori Rates for.uie on critical areas. teen tpdrostedi "' ''" ) g p P ng. a seedbed is �• (a} FifJch anchoring ttml pprapaeVd !n the conventions way or by hand raking to Proposed Grading �� ; ]oosen and smooth the soil and to rtsmove surface stones ' This is a tractor•dr4wn t�lemnt designed to punch larger than six lnehes to diameter'. Slopes must be no -t.� Hin: 5` kl� G `' .•.I if 1 RATES mulch into the soft surface. This method provides steeper than 2 to S (2 feet horizontally to 1 foot ,c1,. _ • t 'L"- 1LCHES 2/ NOTES r maxi erosion control with straw. It is limited to vertica]ly). L1a� and fertilizer alley be applied Per Acre Per 1000 ft use an slop@: no shaper than 3 to 1 (3 horizontally simultaneously with the so". The use of fiber mulch on . to 1 vertically), where equipment can operate safely. critical areas is not rscoawanded (unless tt is used to The limits of clearing shall be located outside the drip line Machinery shall be operated on the contour_ hold straw or hay). Fiber lmalch Boas not rovide ode ate Y F qu I d n n 1 r the b tained an 1 o case c ose n of an tree to e re Y `,�i Free from aeeeds and COArSe matter.'- steed rotactfon. better protection is gained by wain I I . 9 f u a r five fe t to the trunk o s ch tee b Tracking I e zit w pp ( ) a aa(]ch and holding t with adhesive materials or ______,3 rag � ' 1 a 1 I Fil S i $tY°a>iRJ ar 1} 2 _tons 70 9O 7 bs. Pest be anchored. Spread fell th 5oD pounds per acre of wood fiber el;lith. seeding races i t Drip Line —+( �' } mulch blower or b hand Apply mulch and drive tracked equipment up and down mist be Increased 10 percent when hydroseedfng. - 1 l , i I y slope over entire surface So cleat naarks-are parallel Drip Line—+I I Fill with sand Straw ar to contour. 1. S l aailch accordin to the Temporary Mulching ' i ; and crushed I Filter Fabric CONSTRUCTION ACTIVITI);S AND TREE PROTECTION re( ) APA y rY t Fill with stone 9 "g I .. n t Or i a 1 Charcoal Source: Virginia Erosioia and Sediment Control Handbook 1980, {�} Ltgtrid eolith binders 1 Grade n Y (7J If seeding cannot be done within the seeding dates, use the I i Gradenal .e�gmb r_, Small Stone^-.1 ti, .,;, an,.1 Application of liquid mulch binders and tackifiers Temporary hildhing wasure to protect the site and delay i - - - -- - _ ----- - Retaining ..,+ ..r .t,,�..,,, .. „i•:::.,,, ' New t Y,=- Large Slone :: should be hasviesi at edges of aroas and at crests of seeding until the next recosimanded seeding period. Nall ?::. ';:.: I.... -..,;.i':`'` '::'".::;;:i;:'iir; ` Grade - - - . ridges and banks Lo preYant wiridbloWisfg. The _ ' .. ti - t t �-.• Tar Paper • ri�alnder of the area should have binder applied MAINTENANCE` ::.: ; ,el:' :;i.,.::;[t;f>:`.ti:,i ' uniformly. 8lrldal-s say be applied after mulch is MAINTENANCE spread or may be sprayed into the mulch as it is a. Lisle according to a soil test or at a mini of ovary Tile Drain bong blown onto the soil. Applying straw and binder five years using a rate of two tons per acre (100 pounds per Even with precautions, some damage to protected trees may occur. 1n together is the most effective method. 1,000 square feat). Line of Minimum such cases, the following maintenance guidelines should be followed. 4s Excavation for a. Soil Aeration The following types of binders my be used: b. Where grasses predominata, fertilize according to a soil test or Hall Constructiorl �, � Y broadcast bitenniatly, 300 pounds of 10-10-10 or aqutYalent per 5' Min. (Drip Line) As aft acre (7.S pounds per 1,000 square feat). If the soil has became compacted over the root zone of any Topsail Hatkfill tree the ground shall be aerated by punching halts in it with SEDIHE}iT.BARRiEAS (S7} Apply in accordance with CT DOT Standard C. w}fare legumes predominate, fertilize according to a soft test or sutta'lle equipment. Specification Forte 812, Spec. q.4503 Scc(44). broadcast every three years 300 paundt of 0-10-20 or equiralent 1,1 II a Gravel Fill if par acre (7,5 pounds per I,000 square feet). 'l lu?r 1Wa+j(W ....„..• call is More b. Repair of Damage Striw/HaX Bales-ins_t.11etfon Requirements Synthetic binders I ''"'"�'•�':�:- :L 'r Than 2' High ,r{rf (1) Any damage to the crown, trunk or root system of any tree jz,;,_ Taper Na71 { retained on the site shall be repaired immediately, Chemical binders such as Petroset, Terratick, '"+.1 1"/ft. Original i t�Drip Line IV Hydro Minch and Aerospray may be used as Grade Sheet Fret Applications Channil Flow Applications recoaaasnded by the manufacturer to anchor mulch. Tile Drain l 1 (2J Damaged roots shall immediately be cut off cleanly inside Bales shall be litad in a sin le tax, fen thwise on t in le cox fan thwisa They are useful in residential areas where ® - I i the exposed or damaged area. Cut surfaces shall s. e with ands of adjacent bales tf htl Bolas shall ba placed n t s g g asphalt racy be a problem. I I p p painted with approved Lree paint. Moist peat mass. burlap the contour, g y oriented perpendicular to the contour, with ands of Retainin I Finished or topsoil shall be s read aver the ex osed area. - abutting one another. adjacent bales tightly abutting one another. L �i g � Grade +-4 , : Ha31 [ (3) All tree limbs damaged during construction or removed for All bales shall be either wire-bound or strtn tied. (d) Mulch nattin s =.i--,:. " f 0_"51l'2_,_ any other reason shall be cut off above the collar at the 9- Tht remaining :tips for tnsta111ng a bait barrier for i, ; 30" Min. Sales shill be installed so that bindings arc oriented shoat floes applications apply hart, with the following Install, in accordance with manufacturer's11kill- ` around the skits rather than along cha tops end addition. '", lui'41 f preceding branch function :.,.a; .:•: .,•..,. apt,u-,r- raCOs�anda L 1 oral. i:.:..r....=.........batts of the bales to prevent deteriorttfan of thebindin s. The barrier shall be ezLendtd to such a fen th [hat AIL Roots Penetrating Beyond the Hall , r ,7r,11r1a_,t 'tn=rat " l •- i ~�•;" =t[1-�11=i,-- _b, (a) Care for serious in�urtes shall 6e prescribed by a (e} Pag ind twine Location Should Be Bridged - •a='wow=1Fr�ur�t.l�pj =lu.�ns=�jrl�t tit 1t .� �N! g the barrier shall the end bends art higher in elevation forester or a tree specialist. } _ The barrier shall be entrenched and backffllcd. A than the top of cha lorrtst middle bale-[a assure that Ortve 4- to 6-Shen wooden pegs to within 3 inches of trends shall be excavated the width of a bale and the sediment laden runoff will flow either through or the soil surface every 3 fret in all directions. , length of the proposed barrier to a minim de Lh of over the barrier but not around it. Stakes may be driven before ar after straw is spread. Snow Fence Lowerin the Grade Raising the Grade 4 inches. After the Was are staked and chimed, Secure mulch by stretching twine batiwt.n pegs in a ' l+Orip Line Cht exeivattd Sail Shall 6t backfilled against the Criss-Cross-within-a-square pattern. Turn twine 2 or ' Trees shall be protected from harmful grade cuts by the tree the ground Tavel most be raised around an existing tree or construction of a tree wall tree group, the following considerations shall be made and ate s taken'to ode uatel care for the affected tree. .barrier, BackfiTl soil Shall conform to the ground rare tines around each peg. P q Y . level on the downhill side and shall be built up to Catch Basin It a flan 'c .f. ., ., (1) Following excavation, all tree roots that are exposed 4 inches against tht uphill side of the barrier 4 and/ar dams eel shall be trllmsed cleanly, painted with tree (1} A well may be created around the tree(:) slightly beyond �F V �� -�`�--g7 �o v�rJ �'^ r P '� 9 the dri line to retain the natural soil in the area of ideally bales should be placed 10 faetaway from toe Bales Shill be pieced in a square or recttngultr •A-^ 6 wound dressing, and covered with moist peat moss, burlap p Y /�� -�� 1 Q"`/� C ^^^^ ��Y S of slope Shape around depressed catch basin inlets; Cheaaical Fkilches 1 i 't % or other suitable material to keep them from drying out. the feeder roots Catch basins constructed on sloping areas shall not be I 9 .lc- ft� ���! - ZU �� Each bale shall be securtT anchored b at least tsrtl ChauniCAI mulches may be used alone in the followin situations: k! t__-.l, k Y Y encircled by bales ' (2) In the rase of an individual tree, when the above aiLerna- stakes or tabors driven through the bale. The firs[ ,; '""� (2) The wall shall be constructed of large stones, brick, five is not practical or desirable, a dry well can be —Y' 7-1 3-cg 7 C o nIS r Vftiio�J C U�1 n � n a h halt shall bt driven toward the The areas faraediately around the catch basin eaay be Froo Pay 1 to Juno 15 and Stptesabejal5st� lk= rrli r 4v�11 Board Fence y,[t,f w• Cord Fence building tile, or concrete block or cinder block. Provide constructed around the trunk with space to allow for trunk stake i e c previously laid bale to farce the bolas together. excavated slightly to increase ponding of runoff that they are used on areas with s Pe Correct Methods of Tree Fencing for drainage through the wall, if necessary. growth. The well design shall atlow for drainage wn SOIL EROSION ®_ SEDIMENT CONTROL TRO NOTES Stakes or re-bars shall be'driven dale enough into water around catch basin. (4 horizontally to Z vertically), which avc een roughened. J EROSION t C3i SEDIMENT 1 la tV ' ` L v the well and around the root system inside the drip line. the ground to securely anchor the bales. If rill erosion occurs, another mulch material :hail be applied TREE WALL The reas+ining steps for installing thole barrier for i�atilataly. TREE WELL The gaps between hales shall be chlnkad (filled by sheet flow applications apply here. wedging} with straw to prevent slater from escaping NOTE: Chsmleai avlches stay be used to bind other mulches or with wood fiber in a hydroseeded slurrycttny tilmd. saical ATLANTIC PLYWOOD CORP. bebman the bales. (Loose straw scattered over the1. Harwfaetueer s recoarndations for app Fencing and armoring devices shall be in place before any Trenchin and 7unnellin alma i diataly uphill from a strive halt barrier assllchas shalt be followed. ,excavation or grading is begun, shall be kept in good repair �01 IN FITCH BOULEVARD (RTE. J tends to increase barrier efficiency). for the duration of construction activities and shall he the g )iaintenance pats (1) To reduce the amount of root area damaged or killed by SOUTH WINDSOR, CONNECTICUT east items removed during the final cleanup after the completion trenching activities, excavate as far away as possible In sloping areal wham surface f]Dw follows the bale � line, perpendicular bolt checks shall be installed at [nspectlon shall be made after each storm event and install in accordance with raanufacturer's recoesaendations of the project, appropriate intervals (100 fast raaxiaasaa}, repair or reptacebe shall be each storm event as from the trunks of trees, preferably outside the crown needed. a dripline. PHONE •y Inspection shall 6a frequent and repair or PHONE r FENCING (2) The ends of damaged and tut roots shall be cut off replacamt shall bt aside promptly as needed. FLl NTE79AF E smoothly and protected by promptly painting with a tree Primp Y Clcanout of ttcurultted sediment behind the bales is ,-'" in particular after wound dressing. N Bale barriers Shall be rasflvad when theyhave served necesstry tf 1/2 of the origin+l height of the bales All ssuldt,s'csist ix inspected periodically, I...- f - .i.a becomes filled in with sedfnent. raiastormi. to check for rill erosion. lalara 'aroslon is served, their usefulness, but not before the upslopt areas Cleanup S, 1, 0� 11", 1 �} have been usefulness. but stabilized, additiolsal mulch should b® applied• fiat should be fnspetted after •S 01.'r�'R- w r� PAL ®ERG & R U 5 S 0 Pe rains; for dislocation or failure. If washouts or breakage ,�, occur, re-install net of necessary after rapairing daseage to tlw "� +' Cleanup after a construction protect can be a critics'. time far m�?VA ' slope. Inapettions Should take late until grasses are firmly tree damage. Trees protected throughout the develop[rent "` , LAND SURVEYORS & PROFESSIONAL ENGINEERS pp Triangular Board Fence operation are often destroyed by carelessness during the final - -t established. Greases shall not ba considered established until a cleanup and Zandscaping. Fences and barriers shalt be removed 4 y f o?-* groves tovtr is achleYed Which fs rtura enough to control sail - U' ` _ = ;... 15 BARBER POND ROAD erosion and to survive seYera weather conditions. Where mulch if after everything else is cleaned up and carried away. 80ag �,., e used in carijtl,ction with ornaaranLil plantings, inspect pariadicilly �' o� BLOOM FIELD, CONNECTICUT t the year to datermine if mulch 1s walnt+lning coverage of e thraugls n ;�-. c �„¢�e'' 242-2775 the so41 surface; repair as netdad, .i'w jrN n C a:a«.««.•r BY SCALE DATE SHEET CHECKED N0. . ,G� /J,'T.S, 6 v 7-8 7 /-/ v> S �J, r r~ e-7 o`/-i ... - �l .. . H. It straw Wit w, f 1. Pltt# and tuts trewcR I. (ACavate a trench slats t_ r i" "�• \ !"dsep and Us I. Set posts and I; 2. Staple the 1 - r :*� �,:•\ , ,(, width o! a straw bIAdI qi a�eM baits. ] Joints t0 be tongue and bile. Wire or 1. tuo stakes per € t / j/ ��', N071•a•�: width of �+ aiwlne bale. Posts , excavate a Vx6` Wire -----I l wire mesh I} ' trench, set post fencing Fencing to € t �,�` groove Or bell and spigot Angle IQ° ;, downslope. + 1 t as required to conform to .•ra upslope for �'i end past. I t c € ; ,♦�}- stability and l/1 self cleaning, r ,I, € 1 \\ /i pine installed o I' I (.�`_'. � ��I 2• VIA L1 thickness to conform to L �•j�`'} -..,.:�Y.,J,S �`' •`'� .. 1 I00 I 1--� �' _ �y L• _. . ILs-111a1b € I-1 E_a •>'L— y to pipthickness . .,;1 F thickness dUl'cII l I I uL=LQ l2" min. IK=1�t= ,itu_lit? Ton of• • •+ctxwt,r�(o , Llllolll== =d' de th -ill8}=I, Iltu `•1'•l•• �_4r _ =� _ VAr-L•roc s-•gpoL...C{/, ---, C Ca/Wt�•OL .4.yf li+A1 j w =IIlpLg _O p PLAN SECTION Y-Y packed € u _ strawy ,•., 3. Wedge loosc straw coapactcd 1• Daekfill and Z betveen bales to pLn >,'O ' backflll compact the Filter 1• 3. Attach filter fabric '' 4. Backfill the �..,� .�„c RAU --_ create a continuous excavated soil r barrier. 1,.� as shown on the Fabric to the wire fencing I r trench and s`K��€"'"~ :r51.: 11 1 1'1 and extend it to compact the I v»: - ,- ��\ .l uphill side of I the trench. excavated soil. r:s �— DETAIL- •A the barrier LA �\ /�` C r-1 CURBING ti:i�.�• prevent piping. Compacted I I �\ / I I �'.L PLAN ( -� + + 1 Backfill i o,. + _ �% • ''� t�l I Ills I: f 1-111`J. •I - I o.. �. � i __ •�• _- m�d ya•yw Fk ••i�s2ti�c -1111i'li}I_lit_ =A11}I^tlll Iit1� t % ��\ I• I.aAXrT aO��tAat(Rrf"I �'a^^�`+�•J�*mow r :y; .,~y -.��'~ �� Imo, 11_111 1 = _ I ♦��� //• CWa uAA '•., ._ :•--•. !I-. `I tl- I tl i�0.'- i _ LL• ._1 > t-•'r.T .r_ Cvt BACK Or YM1K f • Bottom of ��`� }— c -- • Drainageway r r— � SECTION x-x Elio VI-v/ ft EVATIQ I T r A LlkK I I t'JLC Or CVR6 . I 6 FLARE SIDES�/ALK R P 1 YPIE�4_ a • i J DIMENSIONS FOR REINFORCED CONCRETE _ . ;,• �itily , a .1 REINFORCEMENT 7c_ . �' ,,: al- Fr,2~ I��• +, C A B CULVERT END On[LATER ONLY IN CENT�A O' f t�rMar `... i..• a �t!,� .. �cLt, rta, ! I IN-APEA.Or DJ,AREA Or T a.r 'rift DIA. A 6 C D E F R R TTiAN STEELEHo v cw { 1' ELEVATION L_ � L r €� 1 o s vt w Points A' should be higher IS• ~ 2-3- Y-ro- •-f- -a• - 1•-a n- oosa aosa I I than point 'B'. , ~ 2-3- -I - _,. -o- r- r-D•• 0060 006a ` Har b+LLes .ro ea 4a�naapt r< IN >R , acoYup I PLM VIEW _ y" _�'- -6• 6-1'i- w•-0• -sa I•-a'3s r- ODT DDT 8 7`'a ap- P-D• w•-6- t•_T _ 6,-1 ,_O_ 3- 1- r-a •• L•_ D ,a Source: U.S. Department of Agriculture, Sail Conservation Service, Storrs,. 36• 1'-l' Y-a- a'- a'-1 a'-O• J'-II' z'-O r-a'• 0096 : OD 6 DETAIL Connecticut. -u- z-s'' 1-to- 0.106 0106 -o• - 6- r-D- r-a r-w r-10- 01a0 o-Lao BALILD HAY E osION i SQDIMGW_r,r,ON C,0) rlZ0L GALA -n• - - - ' al 112 !� - - 1 taw L!T.S. JJ j Placement and Construction of a Synthetic Filter Barrier `SO •� ; F/C!a KED IEIJD SECT/ON OEAI� �' � 5Tv1.lt� �O /aDIFI�D ZF-FAP AaiJ 7D IZaA�.tx fur l tC ny/CKJVr✓SS C/"irN�. WITH r2" Lyl h}� C,nav� 0MC)EZf4CA RAME d COVER AS MANUFACTJRED BY FF ,l CAMPBELL FOUNDRY CO. FRAME 8 FLAT �t✓I `�. GRATE PATTERN NO. 4129000 OR EQUAL. y' MIS. SLOPE TO ON piN j t, qI� E TO pR co .. A �_ •� - Y 0 - t, i 13�L� 121 T'/P.) 13 - 1z ggAl.r Ec.u G � BRICK,CLASS V CONCRETE �} ;I IAA90NRY CONCRETE UMT4• ALUMINUM STEP (TYP.) '-7HEFc BRICK qq MASONRY m t7 SECT7C Wl-rH PJP`PAP CONCRETE UNITS ,�P� E1.! U3ED1 CZ)RBEL LINQ WILL BE ( S NOTE : NTH PERMITD. ►4AXIIsiUM CORBEL CHANNELS MAY 8E SHAPED 1N CONCRETE TO BE 3 . N 4 PROJECT" l EXTEND INSIDE Of li 'r I /f ` ' BASE OF MANHOLE OR FORMED OF BRICK LIWIT3 A40TED I91' w , s �� _ OR MASONRY. IpbiT, Cowa, CLASS '� 1 - • •. - • '. o �. CUl S 3 ' ' CON W TE t 20 BIT. co►aca CLAG5 I ` a �- 4f1 PR�GqocD s-roN E - Cr " t t I III G�AV EL CASE 1 € is 60 WHEN HEIt;W EXCEEDS .10L STRI;PTURE WILL BE GOMF�P,G`rl Su(3-G CLASSED AS STRUCTURE OVER 10 DEEP Of TfiE TYPE SPECIFIEO.WALLS OF STRUFTUAES OVER CJT GONG. L_€-J CURING r t t IO' DaP YO BE INCREASED TO 12 THICKNLrs3._ (SCir DE.rw�� ' Y I"DE 'DIMENSIONS TO REA�1AlN THE SAME • • NOT -- -� C, . D p 0 c p o , o TO SCALE u b J O O r [ v p u D O O I O O o �`1 1 D D C o 0 0 1 l� t�� � IV R`.ti7 (va•t n.. JO.., 10=°'0( ;! 1t '/,'K4 WurT Jprf A 1.OG ia•f 1rr f SIT. COWC, PARKING Lo T 4 p2luE c� (.CIL M,Y( rgtCa • 1-,.aKl.a,t —I(''Ji•Lrr 10-T wr(.0 fKt.CVT fgrTaa��0�� . SECTION L�OCr.L, 1-3 40J•cf-T ar O r at Ca •s ,n tpw( CwAl a°T P LAN _ - 9� 3 L, R 2'" CQNCR ETF zinr ujAi NOTE: USE 3500 PS.I- [�I'ZCR1�E �°• j'€ qg- z1 WITH 7,0/0 AIR ENTR�1NMENT. I r/&-r C«NC.• c4AS'S ]a- 2f 1 131T C OC. Cc14SS 2 �-•` �aCE.SSED �E DETAIL SHEET a� '- : Iz.L' creecvFj- 34SE ATLANTIC PLYWOOD CORP. JOHN FITCH BOULEVARD (RTE. 5) SOUTH WINDSOR, CONNECTICUT PHONE 668-4777 9 01,f Gl1NNf l �, TYPICAL SECTION " -^ PAL,�IBERG RUSSO PARKING LOT PAVING AND ` �'� B 1 T U M I N 0 U S C 0 N CRE T-E LIP CURB LAND SURVEYORS & PROFESSIONAL ENGINEERS 't - a.8D4s 15 BARBER POND ROAD NO"f TO SCALE Imo aFO'8T'`10 o° v BLOOMFIELD, CONNECTICUT 242-2775 BY SCALE DATE SHEET CHECKED NO. .J ! my 71 r. r� YT Is t 11 CL 50� y_ LLJ \ " A-1 /ram Date Scale --- DrawnSOUTH WINDSOR PLANNING DEFT. Job «3 x J.. Vfil l:i!',U�N /i0. tC(,-;�If(;{„C:•ftl'NINT- Sheet Of Shp,tp -E s r t • 'I a ;1 i y 3 + tti .F • 7 i I ? f ii I i I 1 t I I i I M � �r • i I t i do y f f t 1 1 I -'f f - 3 �i l - i ' ' ° f7O C. !j fEf 1 'i :1 . 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