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90-19P Plan Gerber Systems Technology
Q" r^ t > rr �. to 10 . t EASEMENT GRANTED +07HE W STATE OF CONNEC71C'UT Z{ AREA x 0.42 AC• ' I W R.O.W. FILE NO. 132 -MISC. 32 S IPE ==� --�- AVENUE l Cl �' T SULLIVAN I R t E. 19 4 1 EDGE of >:o.o CHD(HELD FOR LINE) ?' a O I.P.(IN IMON.} CHV , 7r r'-r S 68 0- Z2'- 18"E ( 1207.22' TOTAL ) CHp --- ._ ?AON 1.?.(TO e36 SET} f rHELQ CHo Hi=LDFOR." cso>5�. �- 306.7s E►+EL]} G�+ tJr.tIIQ?; .I / M a - Z88.83(HELD) ...�_.... 1 tS-,,,tom 1 � o Q• �4, Q r -:J UtLDING LINE A--40 y `: " =i": . SV�ClV l I I I t I r 4n. �R o -f / �/ f - -- I o s -�••RR GC �� t I •/ \ G C Ca °3 1 a EXlSTINd�, / O 1 U BUILDING R R _r I to '� PHASE i , / 3 f a. 97,000 SF. i J RR Z — Z IN .. _ t - -- a � V? CD [:D / tti ' rL l / W � 111 1 II11 . : , LOCATION MAP I I I 1 1 ' I I { I N /F J R 0 REALTY N / F IN DUSTRONICS , INC. I" - 1500� I 1 I 1 ! i 111 I j 1 1 EA I III 'I/ I ! I I I ` ` v, Pp"D 25'BUILDING LINE I I m ' . I • -- ---.--,. IN�t 73.03I I I I I � q,� -r _Q��-t- 3c--_ � -_� - I 64'(ttEtB t.s. 1 i Q I I I I I I I U n S 8.�F I I.P. IN tt _ (HELPD} S c7?23=58"'= -8.76(HELD) 83 �_ �rrc,f - _� 1 I 1 c.a. I I.P s 67°•2 -I — UAON. ` , � "c S N MOIT' 359.92(HELD)- N 68-Z7-23 W I I y (HELD) I I I I I I I I I I I I 3[5.00' (HELD) °f TOTriI,48r54417--( HELD) �a1 PROPOSED !< " I11HIHIHI11111 JI r !C �� ^, ' I s NOTES:� � PARCEL iy0, � Reference is made to the following :naps : P R i y O� ,-+ of BUILDING II 11 I ! 11 Illln .. �'i I g I Connecticut State Highway ;Department Right of Wax Mao, ':own of _ EA _I ! �) � I I I i E I 111 ) I i ! i 1 I-' P A i '1-� +R E !-�4 = 49 . 42 A South Win dsor, East Windsor Hill, Wapping Road from t:ze STDRM DRAIN � sENEUT , PHASE !I w I = i riartford-Springfield Road. Southeasterly about 12, 500 feet, ..A . �� i I 3 Route 194, SEE SHEET NO. ?-2. Sheet 2 EXH161T of 4, Scale: 1"=40 ' , August 3I, 1933. i '� i° No. 473 Sullivan I 9U.000 S.F. Scale : 1"=50' , February 0 2- Property surveyed for Robert J. Lizotte, �� I m N/F HELEN STOZUS 8 Avenue. South Windsor, Connecticut, YY r BARN �� d ' I � to ALBERT J. SETSKY 22, 1962 by Hayden L_ Griswold. 3 , The Sullivan Avenue Industrial Park, Sullivan Avenue, Scum I ! Windsor, Connecticut, Scale: 1"=40' , April 1966, by C.D. Say _ I f l„nor. - �LLI Associates. N/F SPERRY W000 CORP. -N I // �t�z,,c�,� ....- .�,!---Lo) ,» c�. Route 1 / IF - ... -•^ ,, w rra ; ' t = I 4, Part of Estate of Ellsworth Sperry, Sullivan Avenue, a '° DETENTION �s % �' 'v�g i I tl° 194, South Windsor, Connecticut, Scale: l"_'oo' , May 1967, by ~ BASIN sc8 '� Close, Jensen & Miller, CU z I / '49s -0Ts 50' I 060. ��� ��,������ - - ^�--T�� 5, Property ofJohn5chweir Sans. Inc. . Sullivan Avenue, outrWCTrmasuuw.".vt«us .sour . . I / `7 December 1973, Scale- I"=100 ' , by .Close, .»t.coor:ca,a..aart � �� , 12r Windsor, Connecticut, - .. ` May?5.199s I o // J ( Jensen & Mil er I � ��tis.(HELD) 6. Property of Industronics, Inc. , Sullivan Avenue, South David soak,Facility Manager Connecticut, Scale: 1"=40 ' , November 16, 1978, by Gerber Garment Technology.Inc. I / \ Windsor, CAD System Division / , WETLANDS Jensen & Miller. 475 Sullivan Avenue close, Jensen South Windsor.CT W74 ( �' s Dear Mr. Souk: i l � 17,4 AC, � J . � r � 7. Property Map Prepared for TMG Construction Corp. , South Re: Site Plan Approval a9W 19P.Gerber Scientific.Inc. I / azs Sullivan Avenue �, Inc. indsor, Connecticut., 3/27/81, Scale: I "=40' , Fuss & O'Neill, We are pleased td advise got that the Planning&?.oning Commission voted on May 27.1995 to 'w\\ "tend the approraI or she above-rcfermae+i site plot for an additional five ES?years. All corditiortt / \� / O ci the urigifw approval kern loud Iore Z2.199o,remain in effect. The new espinaon date is / ` DETENTION th lm,el9 z000 � , .S �° 0 N/F ALHERT D. KRIVICKAS " " BASIN 8. Site Plan for Parcel H , property of Industronics, Inc- , A new blade and white ttutspssent mylar of sheaf PI and P2,together with blueprint copies.must H W. r, a.7 A S I N be ewbIW*ubmitted Iotltia Commission,myl, shad ay, I I stamped and signed. The kneblueprint tcof approvalor ,,qq ( N Sullivan Avenue, South Windsor, Connecticut, Scale: 1"=40' , t this Commission must be repredoad on the mylan. �— 1 N ion the .iubemusnedtoyourorfilinginthe tl/ r April 1974 by Close, Jensen & Miller (on which reference is At.the.,,Jars have barn signtd by the Crxnmus r ' - gffioeortheTownClerk. Aherfilirg Cviieve lam.aoepyolillbereiur must be returnedmitted int /1 1 made to rights of Industronics to drain into existing ditch on nanningDe¢vtf1°1 (.. Ear 25' 9tJ1LDING LINE )3 :I property Of Schweir & Sans, Inc. ) Y truly . m r r� , PZONINGE DITCH ING& CO MISSIOJ�N I R ��'"' M OITCiI 1852.00 ( HELD) ! __ 9 J_'/�``I, r�2c.R,�••.— '.:ry;.t�a• .-.f;,,N�. .e.._.,;y : 1 I.P. us�llGG.r/`l.c`vack.Chairman 9 .': +i�•�iSd::r. .•.. ... �•�• N 6 T°- 24'-04"W - . . - �..r.r t NOTE: RGU •r� �� Subject t0 passible. drainage rights that may not be shown on this plan ¢t •ar Building Orfi F I I own Engineer perintedenr or Polluti Marshal �^ �• td, 0 ti ` OtTCN y f/ R and surveywese re in accordance with the standards of TORN OFO SOUTH WIN ( {° �,,,,-,,.,_ aly I herein declare that this m is subataati�llly eoriect,. This map �„w t N/F SPERRY WOOD CORP. a Clan a_2. survey da: efxned in the"'Recommended S�� TI"IOI� LGD SI�NA l U t N/F GOLDSZMtDT J 28 of cosy for Surveys and Maps in the State of Connecticut" ss prepared IL B --0 and adopted Dy the Connecticut Association of Land Surveyors, South Windsor tit E� !ram 'pl G Inc. n September 13, 1984. DEPARTMENT OF THE ARMY Y Planning « on6ng Ct?tlttnt&SI a PdttM EwGu Orvt$X)K CORPS 0f fNGn+EEh5 - IC. - •n 424 TRAPE1.0 Raw Any to mnorary fill. such as roadways or cofferdams, etc.. Ilk 1 f SZ�jL-7 """` "'�`TM°� `9t' k`i T�laced in the Watery or wtlands to facilitate construction of GERHER SCIENTIFIC, INC. �v r2'#Nst0 No certification is expressed or implied unlest this loop ixara J S "\� �'wr� this activity will require an individual permit. 83 GERBER ROAD WEST { . • : �: - t i d � u - SOUTH WINDSOR, CT 06074 NQ s0�� a� the origimial siginature and embossed xal of the abo►e named U j - 's�-' This verification that the work is permitted by a Nationwide land surveyor. W E LANDS SOIL NOTE: _ AUG I I9B9 permit is valid onl . for a oeriod of two (2) years from the date TEL. (203 544-1551 Regulatory Branch :tL�c ? n s+F.!a Pe Y .'."""'. .. of this letter. if work is not commenced or under contract by ^� can-OD-t;L1-a8-tots � NOT RELEASED FOR CONSTRUCTION THE ENTIRE 49.42 ACRE SITE IS NOT AFr ACT t„ that date you must request a nev verification to determine 4 » Y THE iO0 YEAR FLOOD, AS DETERMINED BY whether' this Nat'on.+sde permit has been modified, suspended or — MADE. LAND HIGH GROUNDWATER B revoked_ _ THE FIRM (FLOOD INSURANCE RATE MAP) UNDEt�. � Garber scientific, Inc_ �' PfiQJ. MANAGER: W.D.O. tJ Note that these conditions require the use of other practical CHIEF DESIGNER' G.B.M. FUSS&CrIV81.41�= - NATIONAL FLOOD INSURANCE PROGRAM, Sullivan Avenue - 1 THE NA n PANEL 60 F 9, EFFECTIVE MAY I, 1980. South Windsor, Connecticut 06074 alternatives to avoid or minimize the discharge of dredged orcorGuftirg fill material into waters and wetlands of the United states- REVIEWED 8 Y DATE Dear-S�a:- � BOUNDARY '� O MANCHESTER , CONNECTICUT •' --WALPOLE SANDY LOAM Before you begs. work, you are required to obtain any This is response to your request for a deterainat!on of need necessary State and or local permits, and other necessary Federa FIELD EDIT - - ----- Foe a Degartseent of the y Permit to place bedding and backf ill permits. GEOMETRY i in wetlands for a storm *meter utility line and to place fill in a PLOT PLAN . = � y". .»:•- -,r�- wetland fora storm water outfall. Should you have any questions concerning this matter, please DRAFTING OIL FIE LOCATED BY THOMAS PIETRAS OF contact Phillip �iimskern at 617-64T-8157. IL SCI CE SERVICES - SITE INSPECTION DATE 11-23-87. y''- i -�. OFFICE REVIEW � t That work is permitted under Title 33 Cade of Federal sincerely, PROPOSED GERBER SYSTEMS ^fY r^ • Regulations, Part 330.5(a)(7)- and Part 330_5(a) (12)'., Nationwide r. Y.�. Permits, age published in the Vovember 1.3. 1986 ::eaeral Register, _ and does not require further processing. ,Q -� REVISION DATE: TECHNOLOGY FACILITY -v--- - fir'--- -'-��� .00 - Ste en D. DiLorenzo �! 4/18/90 WETLANDS FROM TOWN INLAND WETLANDS MAP. This authorization is Made in accordance with the attached Chief, Evaluation Unit - plans entitled, "Gerber Scientific, Inc_" in 4 sheets dated Regulatory Branch ® 7-i7-90 SULLIVAN AVENUE SOUTH WINDSOR C "5-22-89" and subject to the attached conditions_ Operations Division H O R. I I N. I OO FT. PROJECT F L G. 8 K. D A T l= s e i*E: — 12-21-89 SHEET N O. P I O F VER. IN. FT. 85 - 330 4 -- 1 EASEMENT GRANTED -a 0 THE I ST ATE OF CONNECTICUT I I I SEE SHEET NO. P I Ile 91 298 I , 3aI2 I 4 ! ( I I 1 ! I I i I t I d'R ' Typ 0 (VOTES: I i i i i i tiy� , 2 20 20 FOR COMPLETE BOUNDARY I 28 25 24 =`�ti 19 ! � � � � ;NFc�RMAT;ON SEE SN. r10, o I. 15 ' 1 t j I + r t 1 1 1 N ►G LOT PtHASE III '& IV ! ",a I 1 E pARK ,I 1 1 a i FUTUR ! 1 ' F U "� U R E I 1 FOR LANDSCAPE AND LIGHTING I j 1 4351 SPACES { ; ! �� I ( P A R K I N G L C . 1 SEE SH. NO. L I . I ' PHASE IN tt ! 1 34 SPACES 1 I 64 24 24 t { I i N G P H �t{ R O D L / I i 1 FT I I i i 1 1 I i 195 SPACES PROP. Cu I 1 I ' ` i j i 24' / ^ o I + I 1 1 ! 1 0 i12• WETLANDS 252' N I t I f5' I Q • � 42 I uj � I { I i CONC. DUMPSTER„AD WITH \ I I { I SOLID SCR£�IFG TO 2' I I I - ABOVE COIrAINER. (� r i I ! 23 3 IZ 3 \� v TYR \ � I i10, Typ is, i T�i { E I RAMP '%s N PHASE '� z OPOSED PARKING LOT PH tea_ _ P R 151 SPACES PROP. tan! I 42• t CJ 1 W 1 I j ` 63` 35' 1 21 /3 3 N Q - i 1 1 R a 46 O 1 i 21 N I "s I 14 WADIfiG a Z► N i \ `� DOCK ac ` 1 , 10 I \. Q t0 I fa0i ( P. �• 4\� '= > fYt I I i 2'R (TYP.)F1 12•R(TYPJ "ap .J a J Cu 6` (n I �• �f 24 � ' I \ KEN18` 24' 18' f44 A37• �. /�1' RAMP NEDY t'a . ---- 1 U)� ROAD 16 I x� �� o•- o- _ ,.. POND 6 S AC S P OP �� } u EXISTING PARK SPACES EXISTING PARKING so' !g2 SP _ PROPOSED BUILDING � \ 36 SPACES REGEIVEI7 O 0 � � /Oar�tz Of�.:?tartffr. Wtrtddo'� �Y G wlxu�x I I M-0>saLa,a,...-.�- m-O.►..�W... "a {0 PHASE ! CONC.WA" Anima Ciao[asa/a.&ssa � \ cant-WA" star 23. 1990 i Senn*** S.F. '16 >�it. L- Dtreltar EXISI ING � ueLIlmsedc. DETENTION e3 Geedxse lined rant RECEIVE© Sae*% aawdoar, Cam' 0"74 7�rL oo.Sofctfi:`�IJi uap-c .sue z. mo Door me. Docks= BASIN ssr las�aawr atateaa,a t>�.•.s.oa��FIM nES SWAM Not �LAonwJ w He•-IL" - 42s 5.ui wo ll m slc. Develnpe�t ME .twee 1990 AC the 1�r 21. 19" araitIA9, the T-1-t 1ert]lassta lgency/Cosaervatlan conni iwe"M apV� with aodifieacime ApgLicotL= �l0-l9P �- 1101/CC \ 1 }*RILt MW ate CtCl "CMCtiM of an iet�llitCl l Is�i ld •S..a Inc"" at. 42S aaLihwt,e Atraaaa. I �e as aboine as Few ?� tr]' Mlr. .V*a Decker 1'fas i 0.lsnill. SSae., Projoes if5-350 dated Daeareber 21, 1989 anad / 03 Candler mood wear revised �1 is, is". 800tl1 Windsor, CT 06074 1- T7o ULaepriat Cnopi- of the eetism set of plena clad this 1D- The admin. � deal xrut fee aoexsise.ese with tie 54 ixaC C]�daa cw I= o ems' �C be salslalt� sc be . Derr S1arx tarp+d mad stgtaed_ lair �C b< o"00lrtsd within 65 de" of 409woval and prier to any I / xst J1pp1. 110-11r, Gsxbwc S stems Site Pion � oae�aeawt and rights to access t31ia arw.srri exert U. 'A ao-.t tlar a tYit� o�► the site. STORM SEWER EASEMENT TO ao be .west to !tie T over for eatlsa 12 Lunch! ariattxtg 2. mastznctiaax acalritSrr shell bs sob pttpr la 'Cbe SOCChweIm C O=mw of the site draloage of tilts ject to tine approve l of t rm as pisaend t o adv�isw that the Tlawahnq and zartnq C;o=m ,tune `b1t I-V p`a -ey- t&. ?ban M"h'eer- 300 THE TOWN OF SOUTH WINDS 0 R c�- n,} vadai ow 19 Jane 1290 to atpptave taw ahotre-setaren a application g� � 3. thin AVr1iCatlsso shall , and hold haraleas ;.he Ott /Otu�7 OIeSOttfft U/[ruf lC�t fte a alto plaza of dwelopmewt in aC�sda nee w rA M.xsrinq �t wYlit>r of She*= P1 and P2 vit h the �re-,�� � - ptCyxgtteeCa. blr rww a 0•llmill an L2J23Jt9 trwvlaed 3/7/90 includlnq ahxo- no'"f ceZiOn-, tmlrthwr wLth fczar bl of sotacw propose aopeca: ow teusCtl�r wkicb =fight �snit EXHIBIT"A" ,>w sutei--«.vr«t.. . snur.._.«o•u».Co- over• ahaia0 fll� !I• PI_P2. ».. T'1-T2, ill-»Z Ll--L2, C1�3.. and D1- -rA- Met Of COte,eop= Within l:txw tLa tine ott use. .»,.coo, -e,r•..,,n 3e-� ax be �Me MK ,.ewitted too t�i. rr � * � .. _ 600.00' f N f 7'- T-23� W Di ateti witch the tallads� • +*4 rv..a.,r.a. � - Tsar Satraea of sppeotral of S 2 2 e 3 2` 3 7" W 1 thzha mr+L.wi n. r rt2 ass ohs blehawid uncia.+. «' 2 I X I S T I N G 6 U t L D I N G 4. The pereit i.. valid tar ow,. 3+ear and mifaal2 �e an tzay ttD O fteaa>ria-0aa.aelae C�Lenim., none b. [w!�. 21. 1"l. AREA = 20,007 SF. 0-459 AC. 30.00' _ May s.19�t5 1. ltetae to oasresasrret of a+t7 site worJe, . welsaq scum! b+�- -, xacpavdcror4 Ca tiler r' t7 thsl# with late staff. ALost tan alrL- ten- foeea mdloed by tiaa OO"winalm, � will be 5. ALL �a wu9n4ead •nic be obdalnad amid submitteai prior l0. 8UI • ING 579.47' David Soule.Facility Manager 2. Me betildlc+q p refits ,d11 be iseemd tentl.l the final criers -� >L tdeenlaf kV� gq SteI f>l llet� in the Office of the Tcmn CLss`!c within m emir actiTit7 as t9xe after. • »..^- --- he _.,,,..- C,erbrrGannon!Techriokryy,lttc, t. bane filed is the Town Clarklm Olfico. E wlatlttaC! to tM l� to F4ws' A Copy of � rwnLle went be 6. A, costar[ •'ram '-�....»i l/lan"Os Drpr v"'r.. peemiaw *hall be ldwltsfied aiz.ctl orx eta. l.z,. N 22 - 2'a' E CAD Sysrctty Divisiony .�. a25Sutli.anAventte 3. ThU application is subject: to the eoeditioes of approval PHA-SE f 743.i0 South Windsor.CT%074 of tium Ia],awd Owtlawas Agency/Gownesvatim Commission, � try 74-. 7. we reet�a a Isoad in the accent of 310.000-00 to be I{ �����,��{,� N /F S P E R R Y WOOD CORP.. •ralrait2md to ti a planning i Zaeinq cow iusIon to wnxux-u " '®-�J Dear Mr. Soule: laalseLiwp w Lantz in face atttasewt at $I0.000. 1P�aC Alp 11C�e i o-%4lserxe wdth the llt.'oelos and 9ndiieltafr CoR[toi e Re. Site Ptah Approval NO-19P•Gerber S6eniifc.Inc. 4. mien &w4xLue plan in zmgaizvd � tp Law Tana, of a �. � ,.•.amcon. 2O and � � ia � .�.�� err NOT RELEASED FOR CONSTRUCTION a25 Sullivan Avenue Ctta mUleate at 0-twe-1 par Sectlae 4.13.10 of zhe Loolnq 8. Access bate the aonaczactia of the pcopowad dataotion basin 4 ,a Clow �-I >�z��� is�!M We sic picased to advise you that the Planain5&7.onina G,mmassion•o,ed on Mar 23.1995 to 1�'tlaLat�ee- 1 extend the approval of the above-mfeteeiond s,tc plan for an addi,f l five 151 years. All Conditionx Fi041� C. ltaeas tttfwtaii Ira 11aeLted to the �isthaq dirt sped eaetarrl7 0! tilfe of the„rigL.W appio•sl krLrt dated June 22.1990.,attain in errin. rl.e ne-expiration date is s, Footing ab sainm rive xegsizwd it the bollsif has a basaw sit. CAaakLare ''e`l'- ''' ta3 tart,9MAt!�'eyt cad *Pe m the Stated aR pe+elselred PfI O J. MANAGER: W.D.O. r✓ June 19.20W. Z L. A lai doczWo bond in tba aetoseC of $10,000 is z qul.rsd and cox ]llaaed 1Mstlaeir Dissector Cxaesisaion wtcr � 7 _ 0 >�a t�M! t A d Iarad _ - A rye.t,tut and white uwuPment myEw 3f suet PI and P2.to6etl+er with 3 blueprim copin,must ,r- 1 ,,,�, �J�,(J_ �1�/ _a M ev;�. 'dO�t"d - Surve CHIEF DESIGNER: G.B.M. be sttbmittcd to this Commission"width+30 days to be sumpd aril siprcn. 7be[ester of approve!of aamiC 1! anbeittaaR prier to filing of �3aucw. � �"' � ^r-'•^-lip"""- �""" I obis Commission mtut he eeptodi,oed an the mykara• vT_ faotLllas. C#wisi trtirlaliwq Official ff A. . rice f�a 1 Z 14 FL)SS&CYNE3LL lrperaaa, znucc NInc.,at • 1� REVIEWED BY D A T E 7. All plans used La the filed by the dwwelopor aaat bear the T • wO"e mow- / f f� engneers After the mytan have been signed by!tie Commission.they will be returned to You for filing in the wCs•* tasd a�it.d si9311MCUM Of thin Town of Saut2s !• tea. lesxt. of ewsoAkutc iomi Control sxar/pate O `J• /V Office of the Town Cleft. After Cilia;these Plans.a copy 01 the reeelp must be submined to Ore �xatlaOt- �. e.13a.h1la, Jleewsa¢ (� N BOUNDARY Planning Depvvnan• w- zitaiwp, 1flxnr Irttrsbsl Coen Jerre C_ Iasa scrA, Town fiwginwer m I a m� LS.0 FIELD EDIT M A M C M E S T E R , C O N N E C T I C Y T '•= Very trwy years. � •. Amow &evil wahaearaece to data ostiae a,nst be 1Ma¢st=w at vacecs fD wa:iwed an tea plasm. Pr�Po+*d pond Morgan- lt"0 A. farael, kLeDLZfctaC o! P Gb2ONINGCOMMISSION - App'l,leawC Wit` Ion oarf 4 Official 1 ,4 � Z� NO d OR li lhr:�eweed err iwWied iMel�phte tie � bed►t's GEOMETRY ,7 V 9- A detail or spieciflailth,oa Le mciahred for the rAprsp ing 4 •• ` and embo[wd Prod of the &bare ntlt i"d �; ,�✓ , �'-- (1siC•' ,"q miss for the aetfalL of Lb+ -twou. s N bmd , DRAFTING �/ �p� PLOT PLAN ussell G. Levack,Chairman /0 *tiof Cot OFFICE REVIEW RGilpmm ♦ r -Y PROPOSED GERBER SYSTEMS cc: Chief flailding OKcia1 .ram•.-� s&giie;,to<Poll.tiatcoRtmt _»__- N 22'-Ot'-38" E 645.67 ---- � ,�►I"QLZCAPIT• �. �- gyp` - ✓ . 3- ?� REV1310N DATE: Fro Marshal �' _ TECHNOLOGY FACILITY -� N /F GULF AND WESTERN INDUSTRIES INC. a = m {„�,sa ;,�,,, ® "s o 7-47-90 1 ® SULLIVAN AVENUE SOUTH WINDSOR CT. •8� tT Ga- �`'�• a=~* +4+ l+OF+t, IN. FT. PROJECT' F c SCALE: I 4° L0, ■K. DATE VER. IN. FT. 85 - 3a I2-Z-69 SHEET NO. P 2 OF r Y4 D D D D 0 ""4ULL VAN AVEa SOU- T WONDBOR9 3 i APPLOCANTO GERBER SCOENTOFOC9 ONCc 83 GERBER ROAD WEST WONDSOR9SOUTH TELu 203 644 1651 PLANSP � Do o FUSS&C?'NEILL consulting engineers MANCHESTER , CONNECTICUT 1 I NDEX TO DRAIN ING A 0\ 0 o 't R R I MASTER PLAN M 1 M 2 /. Bls S� �� aR �`�i K 1 V o+ KEY MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t Q RR a PLOT PLAN . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P 1 - P 2 �P Q I =� r` 3 ,GC T� ROADWAY PLAN R1 A-40 1 A1y / / 1CDQ�F RO i TOPOGRAPHIC PLAN . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . .T 7 - T 2 / � � t RR / UTILITY PROFILE . r . . . . • . . • . . . . . • . . . . . . . . . . • . . . . . . . , U 1 U 2 SIP GC LANDSCAPE & LIGHTING PLAN . , • . . . . . . . . . . . . . . . . L 1 -. L 2 = SITE LO CATIO R R �; CONSERVATION PLAN AND DETAILS . . . . . . . . . . . . . . C1 — C3 FINAL PLA N S $}' N �/ 1 DETAILS • • • • • r r • • • • • • • • • • • ♦ r • • • • • • • • • • • • r • r • • • • • ♦ • r • • • D D �` R R TOWN OF SOUTH WINDSOR SIGN Bc) IjE R a vay [F= [m a IF= f0 LOCATION M A P DATE: ,- �, ;. 3 O \ } N , 1 1 O " : • a • A o ri M 1 � < 0 C N . . G o : R � C R A T GRANTED 0 ,. D .... EASEMENT RAN T . . , . ,- ,,•_;: -,: EMERGE CDRIVE:: . . . ..'.." . . . : .. . .. . .. �' - THE STATE OF CONECTICUT }- N Y ACCESS EASEMENT GRANTED TO THE . . . G S._ RA S V ._ . . RR SEE SHEET 0 I . _ .. PAVERS.S •- W .STATE OF CONNECTICUT , . . .. .. ... : . . • - -. .:• .L -: AREA'= 0 42 AC -. .. .... : - . . ". .. .. .. � Z ... . .. :::. . .R O.W. FILE N0. 132 MISC. 32. - .:.. .. .. :.. .. .. - , w l , N n ESy4y � O fk RTE. 194 SULLIVAN I . Q ----- -- �- — --- __ — L_____—--- AVENUE �- - _ SA _ MON ---- _ - _ _ _ ..------t3 _ CHD 1.P{IN MON.} C 'o. '-.18" E ---a- ( 120? 22 TOTAL )' -CHD — I.HELD S 68 22 P.{T0.8E SET).' CHD{HELD FOR LINE} 2 _ 2 s R R. .... .. .... :,. ::��... ... .:.. .. ..... ...... r 1. CS`8 HELD r.. .. ... .. .. �. .. ..::....... ......,(.. .: iT L N 6$ 22 I8 W 1206.13 5 I r. O GC ek V ., a "• . . .. 1 q N t w " R < F - a ' RR " • 56 SPA • ..' ..'. ..�.- ..� � .. � -.�. .' ... •. •. ., _.:. .,.: .c:-. .. ::=r.r 9 9 ! /� -'1 �; E G? 1 � to •. � � GC o I , - 3 N - `o 3 �r l a P R0 Q P�0 SED EXISTING• N •• BU.ILDI NG z � BUILDING � � - �. , .:J _ a W. \ PHASE I � � 97,00o SF. 97,700- I 1 1 Iritifi a CO A 'p w n Z z S -if v, So ai .. . .. � 7f2pNG . i r R� R R H H co ti I . FF 85.0 N �j. 10 to H H a 3 I a 330 $DACES �, 14 f . ` J r H H ,. Co I - DOCK _ I LL � F i U? z - , , N / .J R D, REALTY N / F IN DUSTf7 " . _ . . , orvlcs ; iN�: .. . . LOCATION MAP F ' - - N. ax ss -- .. 1 - 15 0 0. !5 2_ •SPA E S 6 V �/ ti� ro • .r �' � - 4 SPA ES ti . • "- ; .: . . a ,' - ' . - �P - _ I E I x--•-- _.__ ' DOCK I ' � I x 25 BUILDING LINE P N INY.75,05 d D 00 DtTCN r_�-- 1 H H N , �1N= .P�Pi` C + _ 00-64'h'►Et>� - y I f - �-- 0g _ .., --\ 359.82 HELD ;�- - a s ! P. I ;. . : +o �: -a N I ., HELD o , „ N MOt? (HELD)- N fi8 27 23 W I C.B. a ��'• 1•P S .67 2 I 7 0_ — (HELD) S 67. 23 58 E -8.76{HELb} {HELD} I MON. 6 23^58 E,31.5.00 {HELD.)' S, - - i ,\tip 'TOTAL 484, 17 ( .HELD) �- l -475.41 - z z 2 2 SAC a �M 9 ! P R O P O'S:E D ' • V y z , „ I .., .:, BUILDING ; � � PROP r OSED 50' m t o x R eience is triads to the fallowin ma s.: . I .. . . .. .. NOTEs : e f g P BUILDING PHASE Iv - -�" Qf � cticut State 'Highway Department Ri ht of Way Ma Town of " Conne 9 Y, P T O'�-. L� _ Y P P AIR'.C-E L, A R E�A 4 9a t Windsor Hill Wa in Road from the PHASE !I ► _ 114, 600 S.F. . 4 2 A C South windsor, s PP 3 - - about 12 S00 feet. . , - " •� •N'. .' Hoctford-Spring Meld- Road Southeasterly 90.000 S.F. ' . Route 194, Sheet 2 of 4, Scale : 1 40 August 31 , 1933 . F. F. 84.5 M. I �� o _ _ — i .'' • I 2. Pro erty surveyed for Robert J. Lizotte, No. 473 Sullivan N/F HELEN STOZUS a Avenue South Windsor, Connecticut; Scale 1 -50 , February V Y d: i r f f✓. o ALBERT J. SETSKY 22, .1962 by Hayden L. Griswold. . - •� w / --'~'' � . .. - - � yr . � r^ 1 _ 3 : The .Sullivan 'Avenue Industrial Park',: Sullivan Aveneae,. South M _ I 80 �b� ,�C _ f* o / f� Windsor, Connecticut, Scale : 1 =40' , April 1966, by C.D. Jay N/F SPERRY WOOD CORP. - - rf � w I `t = �] 24�cA �`� ^ .� /� .n _ . . L Associates. o 4TENTION �� i �A 1 _ �� � '� '� . 4 . Pair of,'Estate of Ellsworth 'Sperry, Sullivan Avenue, Route BASIN - South Windsor, Connecticut, Scale : 1 "=100 ' , . Ma 1967, b i F 194, I �/ s' k z I /�� / 93 49C8 0 t SG, la, Close, Jensen & Mi-ller. y Y (� 5. . .:Property of John Schweir Sons, 'Inc. , Sullivan Avenue, South Windsor, Connecticut, December 1973, Sca1`e : 1"=100 ' , by Close. 12- - Jensen & Miller. M.S.'('HELD} �J 6 Proper of Industronics, Inc: , Sullivan Avenue .South I f P Y "= N v tuber 16 1978 b I WETLANDS ," :' or, C ut' S e . 0 , a e , , i \ •. Winds onnectic cal 1 4 y I7.4 QG• - � Close, Jensen & Muller. r � / 3 _ � 7 . Property. Map Prepared for TMG .Construction Corp. , South ,fi _ ;• ' , /: Windsor, . Connecticut, 3/27/81, Scale: 1"=40' , Fuss. & O '�Iei.11, o Inc. ti DETENTION • BASIN , S a o N/F AL:BERT D. KRIVICKAS a H.W. 8. Site Plan for Parcel B , Property of Industronics, Inc. , C► enue, South . Windsor, .Connecticut, Scale : 1 "=40 ' r is �, Sullivan Av �'� ...• 's - } April 1974 by Close, Jensen & .'Miller {an which reference is drain in ex ditch on � 1EW. _ • ' .' .� . •: 1 T made to rights of Industronics to in to existing 0 25'"BUILDING LINE t D1TCH property a C elr & S ns, Inc 1.P. . f S hw a : 4 DIrcH 1862.00' { HELD). N 670- 24`-04"W NOTE L� Subject to possible. drainage rights that may .not be shown on this plan. : DITCH N/F `$PERRY WOOD CORP: N F GOLD MIDT APPLICANT: : GERBER .SC1ENTSFIC, INC. + 83" GERBER:'ROAD WEST` 'SOUTH 'W NDSO13, `CT -06074 4 1 203) I NOT RELEASED FOR CONSTRUCTION J' PR0J. MANAGER: W.D.O. CHIEF DESIGNER: G.B.M C 1' FUSS&o ' NEIL� REVIEWED BY DATE consulting engineers AN EST O NECTICUT . • : . . BOUNDARY , ;M C H E R , C N , FIELD EDIT :. DRAFT NG A PLAN t • - .� : " :• " . MASTER E R S !TE L . . • OFFICE REVIEW '• ' PROPOSED. GERBER SYSTEMS • •.. ." • . REVISION DATE 3. - FACILITY - 0 4/18/90 TECHNOLOGY ' SULLIVAN AVENUE. SOUTH WINDSOR CT. HOR - . r SCALE: ! 100 DATE : VER. IN. ' FT $5 - 350:• 12 21 89 SHEET NO M I OF , J - 001- -`'"" •---' °` � ��•.-`- �\�\` t - -'%' '{ Wiz, f . a�a - ", INDUSTRIAL ZONE DATA 92 86 SpgINGFIfiL� er4 ' \C - / � %- r-•c' �r moo/ �tlra! s3 s -- 86 82 ITEM. REQUIRED . EXISTING ..PROPOSED FUTURE TOTAL BY ZONING PHASE" I PHASE II PHASES III. ALL PHASE & IV \ ` _ 96- Min. Lot Area 20 000 SF 49:42 AC 49.42 AC 49.42 AC NA Min. Lot Width 100 FT 1200 FT 1200 FT 1200 FT N;A Min.: Lot, Depth 150 FT 1400 FT 1400 FT 1400 FT NA ' '/` Man. Front Yard 35 FT 36 FT 655 FT 36 FT NA Wpa F �° i oAt 0000 z sS-20 ! / \.� Miry Rear Yard 25 FT' 20.5 FT 440 FT 400 FT NA k r WO NAP ' / $ Min. Side Yard �10 FT 20 FT 45 FT 15 FT NA /R '��, ar OOp Max. Stories 2 STY , 1 STY 1 STY . 1 STY ff Max. Height* NA ' ..`�; ,o• \ \ 40 FT 18 FT 25� FT 25 FT NA .�. Max. Impervious 65%BUILDING 4% 4% 10% IA'; 63y0 F t�L\ zr //` F C / PAVEMENT 6% 5% 9% _ 23% c 2 / ,� p vious Area / 1yF C �HgReON / \ •�'\,• Min. Parking p /NQOsr R� / �- � _ \J � i/ � NFq . i J;' •.\ \�� n Spaces • t� Phase I a. 101 SPA 188 SPA Phase' II b. 113 SPA 352 SPA 63 s Phase III & IV c.. 28'6 .SPA 510 SPA ` // £ " _ . ;'N ? ', � �� �/ �/~h � I • % •`\��., Total (All Phases) 500 SPA 1050. SPA ING FCO /F h 8 �' py NC' ! OST,�� \ // \ 3 q , -- c `� / /1 ` 040 �S // SF t � >'-- � - , -� �f ORA 3:� `` I i � �. � *NO .DEVELOPMENT PLANNED WIT81N 150 FT OF RESIDENTIAL ZONE PARKING CALCULATION 1 SPACE.. FOR -EACH 2 EMPLOYEE \` �h /�¢ TOTq �f� '��, = R i f / i BASED ON LARGEST SHIFT (/7 t424CR `` Q f °�� \` _ -es �,\ f a. 202 Employees divided by 2=1.01 spaces b. 225 Employees divided by 2=113 spaces i ` _ 63, / / 3'2S ,� �•� ;, c. 573 .Employees divided' by 2=286 spaces 9z Q 6U SE '3$ ` � � NO. OF ,EMPLOYEES ESTIMATED BY (1ERBER -"U. _ sib _-�___-_ __-. � � Y _ - � � �_• /, S1R0N/CS As on - - _ \ __-/ �-` =`�f -�'- .�ASK fo -- C~ F ,FNr _ �-•-------�b' _�-"\`1_Jam/ � � /\ �f \ 'Wan` .��eti INIAV_iv ,, - ,\_ ;� ✓ `�� � ?B -ram/ O_J � t --1. ^ `._ / \ i� �� -86 S \� V yap / pow i `I4gs 82- N -- ENE .l S 1• Go 2 APPLICANT:: GERBER'•:SCIENTIFIC,'.,:'INC,, 83 -GERBER ROAD, WEST SOUTH WI'NDSOR, :CT 'Y,.06074 • TEL `;(2fl3:�. 644=155:I _ .NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: W.D.O. CHIEF DESIGNER: G.B.M. : r FUSS&O NEILLREVIEWED BY DATE NOTE: O U N D A R Y MAN Consulting engineers _ B CHESTER , CONNECTICUT . THIS MAP IS COMPILED FROM.OTHER MAPS, DEED DIMENSIONS, I HEREBY CERTIFY THAT THIS MAP,AND SURVEY WERE FIELD EDIT AND OTHER SOURCES OF INFORMATION, NOT TO BE CONSTRUED_ PREPARED IN 'ACCORDANCE WITH'THE STANDARDS OF A` GEOMETRY AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES ctwAss D suRvl=YASDEINEo INTHEr CODEof PRACTICE* DRAFTING, �( n/� /� AS MORE ACCURATE SURVEY,-MAY DISCLOSE. FOR STANDARDS:.QF ACCU£9A'CY.OF.SURVEYS AND':MAPS, KEY Y M H P T ADOPTED DECEMBER 10, 1975 AS 'Atv1ENDED BY THE OFFICE REVIEW CONNECTICUT :ASSOCIATIGN o= LAND SURVEYORS, INC. ' PROPOSED GERBER SYSTEMS REVISION DATE: TECHNOLOGY FACILITY S. ' o SULLIVAN AVENUE • _ . SOUTH WINDSQR, CT, . ... HOR. 'IN. TSCALE: 0 PROJECT ECT FLD. BK. GATE VER. cN. FT. 85 - 350 12-21-8q SHEET NO. < : 'K I OF t j s 4 o 0 G D : . R o \ EASEMENT GRANTED 70 THE _ • • , f� x� LU STATE OF CONNECTICUT f Z AREA'= 0.42 AC. RR W i R.O.W..FILE NO. 132 MISC. 32 l RTE. 194 _ — _....._. SULLIVAN AVENUE r. HELD CHD --I.P(IN MON ) _- C o_ ! EDGE OF ROAD • S 68 22 - ►8 E --�- { 1207.22' TOTAL ) CHD -- / � 0 -�_ 288.83(HELD) n I.P(TO BE SET) CND{HE FOR L NE a -77! ...�.,�... ..... 30 5 (HELD) : .. N 68•-22'-18"W 1206.13 S 15 --V UILDING LINE /�---' : GC A-40 4 � � •.�, `, � / '� SRO � d " S f o I �� GC a .� / I P O EXISTING u J ' cr ' z �� BUILDING / 1 W °° _I \ j / I "' \ PHASE I �\ / r./ R R \ d u 1� 97,000 SF. / 3 1 N 1 ` I D ` / Al Z j 1 \ \ y°/ can �' +�i STRONG F? cl / Nn RR LLJ Z) IJ Le_ N /F J R D REALTYI IF N / F IN DUSTRONICS INC. LOCATION M A P 1" = 1500 ' A I I I I I I UTMTMTMT Tmmmft - I P EA 1� x---x--- 25'BUILDING LINE 75.05 J n ouch ----�-_- 100.64'(7tEkB i t •,� P�7 N D N MON'` --359.82 (HELD)-- ;�-N68 27-23 W (HELD) a _ LA !N , I �2� S 67 25' 1B - 1 „ �� o „ --_....... MON. 67°-23'- -• (HELD] S fi7. 23.58 E -8.76(HELD) -_ 315.00' { HELD} - E.P. TOTAL 4 8 4• 17' ( S.— HELD) . -- J PROPOSED ��, __� ._-- -- PARCEL NO. G3--i _ -- �' BUILDING , , s- - 21 / r —' STORM DRAIN EASEMENT �f � �� � Q NOTES : Reference is made to the following maps EXHIBIT"A" PHASE II �/ 1 . Connecticut State Highway ,Department Right of Way, Map, Towi I TOTAL PARCEL., AREA 49042 AC . SEE SHEET NO. P-2. � ) N�� South Windsor, East Windsor Hill, Wapping Road from the 90.000 S.F. �� �� 3: Hartford-Springfield Road. Southeasterly about 12, 500 fee• Route 194, Sheet 2 of 4, Scale: 1 "=40 ' , August 31, 1933 . J i nr -4 o- '� BARN �� �i' 2, Property surveyed for Robert J. Lizotte, No. 473 Sullivan o t ! �--`r- i Wd �� N/F HELEN STOZUS a Avenue, South Windsor, Connecticut, Scale : 1 "=50 ' , Februar, I✓ o ALBERT J. SETSKY f J v - 22, 1962 by Hayden L. Griswold. cli U) "f�` �N / 3 . The Sullivan Avenue Industrial' Park, Sullivan Avenue, Sout) M I ry�r /f� ' / W Windsor, Connecticut, Scale : 1 "=40 ' , April 1966, by C. D. J� N/F SPERRY WOOD CORP. -' ©I ";-'��tNv.7taz� ' w - ' —�. �- .._ .r• --lU ,N w Associates . DETENTION / / � /l� �� �\Q RING N BASIN �/ // ��� N�8 m 4. Part of Estate of Ellsworth Sperry, Sullivan Avenue, Route I ///� £i9 / GG t 194, South Windsor, Connecticut, Scale : I "=100 ' , May 1967, _— -�--- .„ 3 49s T3 50' #0' Close, Jensen & Miller. Wd 5. Property of John Schweir Sons, Inc. , Sullivan Avenue, Soutt Windsor, Connecticut, December 1973, Scale : l "=100' , by Cl( M.S. (HELD) Jensen & Miller. 6. Property of Industronics, Inc. , Sullivan Avenue, South WETLANDS Windsor, Connecticut, Scale: 1"=40 ' , November 16, 1978, by V� I7.4 AC. �< /�. Close, Jensen & Miller. w 3 7 . Property Map Prepared for TMG Construction Corp. , South Windsor, Connecticut, 3/27/81, Scale : 1 "=40 ' , Fuss & O'Neil //� DETENTION / ` -o Inca H W — th �� BASIN ° 8 N/F ALBERT D. KRIVICKAS g site Plan for Parcel "B" , Property of Industronics, Inc. , rn Sullivan Avenue, South Windsor, Connecticut, Scale: 1 "=40 ' , e�. E•w• ! April 1974 by Close, Jensen & Miller (on which reference iE 25'BUILDING LINE t made to rights of Industronics to drain into existing ditct I.P. . DITCH — a � property of Schweir & Sons, Inc. ) #862.00' ( H Fin) -- N 6 7-- 24'-04"W oF� J NOTE: Subject to possible. drainage rights that may not be shown on this pia h DITCH I hereby declare that this map is substantially correct. T N /F SPERRY WOOD CORP. and survey were prepared in accordance with the stand N/F GO L D S Z M I D T a Class A-2, survey as defined in the "Recommended St fCO N�y , for Surveys and Maps in the State of Connecticut" as r �IwI R Fc+�•.� and adopted by the Connecticut Association:of Land Six DEPARTMENT OF THE ARMY Inc., n September 13,19$4. NEW ENGLAND'DMSION.COOPS'OF ENGINEERS APPLICANT. O ; d2d TflAPELo ROAD'. - - .. _ tem orar fillor-cofferdams,: ..� A . _ Y P. Y. :such..'as roadways- etc.._, � . . WALTHAKMASSACHUSETTSo22s4-9149 - �= placed.:.in the waterway or' wetlands to facilitate construction o£ kO• I2327 �1 ✓L:rs#`72 +�,' GERBER -SCIENTIFIC, INC. `e.�/p p ` NOW" k�t�>L_i .r this activity will require. an.: individua3 permit. q f WETLANDS SOIL AM M 8 , No certification is expressed or implied unless this ma NOTE: AEI d 1I9 83 'GERBER ROAD WEST q'o�`T-N..��op p P ,. Als C' This: verificatidn that tihe work.is-= �rmitted t' BUHVE'I the.original signature and embossed seal o the above f989 pe I y a tra a anwi de SOUTH WINDSOR -CT .0607 4. �' Regulatory Branch' ru,ra� rl«c o:n,a : perms t:. zs,va2 id:4nly -for a period pf two {2) years; from the�date surveyor. . CENED-OD-R-ll-88=2423 ,,�.,., .. . TEL. (203) 644-:1S51 THE ENTIRE 49,42 ACRE SITE IS NOT AFFECTEDoff.this letter. If;work, is..not commenced or under contract by rs4 » ;:that:date you must request :a new veri£ication to determine BY THE 100 YEAR FLOOD AS DETERMINED BY •whether this xatonwide NOT RELEASED FOR CONSTRUCTION M W -- MADE LAND HIGH GROUNDWATER permit has been modified; ;suspended or THE FIRM (FLOOD INSURANCE RATE MAP) UNDER revoked: .. 1 Gerber Scientific, Inc. PROD. MANAGER: THE NATIONAL FLOOD INSURANCE PROGRAM, W.D.O. Sullivan Avenue Note:that these. conditions require the use of::other practical' PANEL 6 OF 9, EFFECTIVE MAY I, 1980. South Windsor, Connecticut. 06074 alternatives to avoid or minimize -the discharge of dredged or CHIEF DESIGNER: G.B.M. Wd fill material Into waters.-and wetlands of'the United.States.States. FUSS&O'NEILL REVIEWED --WALPOLE SANDY LOAM - BY DATE ConSultl en ineE'I S Dear Sits: � g Be fore-:you begin work..-you are.required to 'obtain any BOUNDARY 3 8 This is response to your request .for a determination of need necessary State 'and/or'local.,.per•mits, ;and other recessary Federal M A N C H E S T E R , C O N N E C T I C U T for' a Department of the Arm Permit. to lace. beddin FIELD EDIT P Y p bedding:.and backfill- permits,.. SOIL FIELD LOCATED BY THOMAS PIETRAS OF in wetlands for a storm water utility. line and to :place till in a GEOMETRY � 3 $ 0 wetland for a storm water outfail, Should''you have any questions concerning this matter, please SOIL SCIENCE SERVICES - SITE INSPECTION DATE 11--23-87. contact:Phillip Himeskern, at 617-647-8157. PLAN DRAFTING PLOT [- LAN That work is permitted under.,Title.33 Code of'Federal ' Regulations Part.330.5(a)(T). and Part 330:51a)(l2).,-;Nationwide Sincerely, -SS.ncer OFFICE REVIEW Permits, as ,published in the November 13', i986 Federal Register, f.: _V----_-\� --- -- -Y--- PROPOSED GERBER SSTEI� and does not require further processing. WETLANDS FROM TOWN INLAND WETLANDS MAP. , ,� ,r- REVISION DATE: T. This authorization is.-made in accordance with the'attached Ste en D:• l3ilorenzo ' TECHNOLOGY plans entitied, "Gerber. Scientific, Inc.' in 4 :sheets dated, ;Chief, "Evaluation,'Unit' 0 4/18/9 HNOLOGY FACILI Y "5-22-89 and subject to the attached •conditions. Regulatory'Branch, Qa . I'j_ SULLIVAN AVENUE SOUTH. WINDSOR operati�ins_Division - p JECT K. DATE SCALE: HOR I IN !O FT, PRO FLG. B VER. IN. FT. 85 - 350 -- IZ-ZI-89 SHEET N O. P 1 0 a 1 EASEMENT GRANTED TO THE 1 STATE OF CONNECTICUT SEE SHEET NO. P i ( I I I i 1 ► i I } 30' 1 i ! ► 1 ) f N 10"R ��------.� l { TYP. 2sR NOTES: s i Itiy¢ 24 i �, 20 2020 i FOR COMPLETE BOUNDARY 15' ` i i i I } t 28 25 TYp 19 �1 INFORMATION SEE SH. NO. P I. 1 'I I PtHASE III ►8 IV '`` I 1 FUTURE PARK ;IN �G LOT 1 !! I 1 I I , I . FUTURE J LOT I SEE SHNNQCLPE AND LIGHTING l 1 1 1 4351 SPACES I ( PAR V I } PHASE ! 1 } i , ! } } 34 SPACES I 11 ( i 1 t i j I r 2 24' 1 I t I I j t i .64' 64 , z 1 t ! 24' 24 f � i ► i I } I } i _ J j / 0 � NG PH 0 ! Q 1 195 SPACES PROP. 1 1 t t 1 ! t I 24' N 1 1 I t .~ N WETLANDS '252 42' I I ( j CONC. DUMPSTER PAD WITH W I t I I SOLID SCREENING TO 2' 1 ABOVE CONTAINER. 1 (� I I I i v l + } 17 to' W TYP 5 A R �, e� m z PROPOSED PARKING LOT PHASE W I �. 0 151 SPACES PROP. 42' • C4 s WI 63' 35` Q W! 21 /S 1 ' 0 2i 48 R 14 LOADING a 14 \ 0 DOCK Cr Z N 10 CD a c� > to \-2'R (TYP.) 12'R(TYP.) ' J N cli ` 614 - - = g 16 I 1 a'R cli O,p N 35' .2g as m --q_9' 24' 18' 144' M 12 24 a RAMP--- � ' --I-'i cn - A 37 KENNEDY 18, Ile' J ROAD POND -- �Z S AC EXISTING PARKING { sat i52 SPACES EXISTING PARKING PROPOSED BUILDING 36 SPACES RECEIVED 0 1 •� c7- MAY 29;1990 ro 01 p'slau It.U/ll�dL h1AuAGER 1540 SULLIVAN AVENUE�SOUTH WINOSOR.CONN.o60 }L}S}ES ' PHASE I I CONC,WALK :��,�, '` AREA CODE 203/644Q511 }a • \ CONC.WALK I 90,000 S.F. \ May 23, 1990 E E John it.. Decker E X I S T I N G Gerber SCientific, Ina.' DETENTION 83 Wir ,Road West � B A S I N RECEIVED southth windaor, CT. 06074 - Town o�cSouth` vzd4o't JUL 2. 1930 Dear Mr.. Decker: 1540 SULLIVAN AVENUE- SOUTH WINOSOR,CONK OW)r4 - I - + e. AREA CODE 203/644-25u FACILITIES MANAGER Re: Application i90-19P�- 425 Sullivan Avenue Site Development 22 June 1990 At the May 21, 19901meeting, the Inland Wetlands-Agency/Conservation \ Commission approved with.modifications Application R90-19P. - IWA/CC / I ,permit for the construction of an industrial building on property located at 425 Sullivan Avenue, I zone as shown on plans prepared by Mr. John Decker Fuss t O'Neill, Inc., project, i05-350 dated December 21,, 1989 and / 83 Gerber Road West revised April 18, 1990. South Windsor, CT 06074 1. Two blueprint.coples of the entire set of plans and this 10. The toe wall design must be consistent with the 54 inch letter reproduced thereon,must be submitted-to this pipe size. Commission to be stamped and signed. This must be construction hinact 65 days the sirovnl and prior to any STORM SEWER EASEMENT TO Dear Sir: construction activity on the'site:11. Ato drainage 'easement and rights to access this easement ere: THE TOWN E SOUTH E I N D S O R re: Appl. /90-19P, Gerber Systems Site plan pipe granted to Les Town over the entire 22 inch existing 2. Construction activities shall be subject to the approval Of ,i e in the northwest corner of the site drainage of the abutting property. the Town Engineer. 300 We are pleased to advise that the Planning and Zoning Commission EXN181T"Ar` voted on 19 June 1990 to approve the above-reforonced application Black and white transparent mylars of Sheets'Pl and 'P2 with the 3. The application:ahall indemnify and`hold harmless the Town for a site plan of development in accordance with drawing above modifications, together with four:blueprint copies of the Of South Windsor against .ny liability which might result S o- �'- '�" W 6 Q Q,(}Q' e prepared by Fuss & O'Neill on 12/21/89 (revised 3/7/90 including entire set of plans, must be submitted to this Comlaissian within from the proposed operation or use. � - N 67 -27'-23" W sheets Ml-M2, F1, Pl-P2, R1, Tl-T2, Ul-U2,'$.1-L2, C1-C3, and D1- 30 days to be stamped and signed. The letters Of approval of D3) and with the following modifications: this Commission, as well as the Inland Wetlands pp 4• The permit is valid,for cue year and shall expire on.May - It7 O ` �•��, EXISTING BUILDING Agency/Conservation Commission must be reproduced on the 1 21, last. d M AREA n 2 Q,Q07 5F. = 0.459 AC. 1. Prior to commencement of any site work, a meeting moat be ' P my nra. held with Town Staff. After. ths mylere have been signed by.the Commission, they.will be 5. Ali approvals required must be obtained and submitted prior,. t0' BUILDING LINE 579 47' l returned to you for filing -in the Office--of the Town Clerk within to any activity on the site. N 22°_32'-37" E 2. No building permits will be leaved until the final mylnra 90 days. After filing these plans, a copy of the receipt must be �- 743 '- have been filed in the Town Clerk's Office. PHASE submitted to the Planning Department. 6. A contact person-shall be'identi:fied directly on the plans. ` 3. This application is subject to the conditions of approval- Very truly yours, 7. We'recommend a bond in.the`amount of slot 000.00 to be ��-� N / F S P E R R Y WOOD CORP. of the Inland Wetlands Agency/Conservation Commission, submitted to the Planning:& toning Commission to Ensure including a bond in the amount of $10,000. PLANNING AND ZONING COMMISSION compliance'with the.Erosion and ,Sedimentation.,Control. I hereby declare that this map is substantially correct. This map Measures. the standards of NOT RELEASED FOR CONSTRUCTION 4. An as-built plan is required prior to issuance of a 2 0'' and survey were prepared in accordance with Certificate of Occupancy per Section 4.13.10 of the Zoning B. Access for the-construction-of the proposed detention basin a Class A- I' survey as defined in the"Recommended Standards Ii.. Regulations. C. Evans shall be limited tothe exigting dirt road-easterly of the prepared P R©J. MANAGER: W.D.O. 5. Footing drains are required if Ilia building has a basement. Chairman basin. W Wfor Surveys and Maps in the State of Connecticut as. re ared Very truly yours _ M 6. A landscape bond in the amount of $1D,00o is required and cc: M and Wetlalanninency/CCetorNation Commission ) _ f c 1� J � N - and adopted by the Connecticut Association of Land Surveyors, must be submitted prior to filing of Tara. - ,k �" L�i�'C'Ce,1e -' cv } d Inc.,on September 3, xs84. -7 j"7 C CHIEF DESIGNER: G.B.M. FUSS&O'NEILL P 9 .my J. Collins, E1 be - (D / f t� �_ i th A sSarzen vice Char _ ! REVIEWED B Y DATE T E ns, Chief Building Official , person,- IWA/CC J: iazzetta, iOlm Engineer 0 o consultingengineers 7. All plans used in the field by the developer must bear the P. Shaw, Supt. of.Pollution Control EAii/Prom -i T` y�/� �IB 9U BO.UNDARY MANCHESTER , CONNECTICUT l Windsoxnd authorized signature of the Town of South E. Belleville, Assessor r � � o� O ` W. Lanning, Fire Marshal cc: Jerry C. Iazzetta, Town..Engineer a OD L S.# —FIELD EDIT 1 B. Access and maintenance toproposed.detention pond must be Registrar of voters Marcia.&. Banach, Director of Planning i� 0D tD . !!!! po Engineer John R. Collins, Chief Building.Officiai dry CD Z� No certification is expressed or implied unless this m$p bears G E O M E T R Y defined on the plane. Applicant Planning & Zoning Commission �/ pzc File the-original signature, and embossed seal of the above mined DRAFTING x�� PLOT PLAN 9. A detail or specification is required for the riprap �IvL 3-� !t� (indicating size) for the outfall of the endwall. land,surveyor, f'4�p11��lsq���, ' OFFICE REVIEW CD NC W ,..t� q m ra���CS PROPOSED GERBER SYSTEMS APPLICANT r,� +�y� 0 , ...-- N 220-01'-38" E 645.67`_ —.— I 'i���' REVISION DATE --- r.k�a3' R fft INDUSTRIES INC.. sQE�� '901-B �c, c _ : 0 4/18/90 I,� ® TECHNOLOGY FACILITY N /F GULF AND WESTERN 83 R. R n `uS -, I0 of}► ®�t� I�, '�y o ® SULLIVAN AVENUE SOUTH W I N D S O R, CT. zsoutif.;:W�NDf.3QR .Cfi d6C •�r�g a r���.�'� SCALE: NOR. I IN. 40 FT. PR.C�JECT FLD. BK. DATE TI i CZ03� '644 1S.5x' r yeND 5u '` VER. IN. FT.. s5 - 350 12 �I-sg SHEET NO. P 2 OF ' 902EbH WEH flit Y CO' j r Q ± o r , r , o W z I W j RELOCATED C.B. MATCH TO EXISTING RELOCATE 31 -0002 I Y i REMOVE EXISTING 31-0102 PAVEMENT MARKINGS RELOCATED SNET#859 SNET INSTALL 31-0329 4012 RELOCATED SNET #863 I ! # INSTALL 31- 0329 I RELOCATED SNET �#85T ' C.B. RELOCATED SNET#860 RELOCATED SNET#862 RELOCATED SNET #R56 , RELOCATED C.B. RELOCATED C.B.------------- a SNET SNET —— I SNET — — , — --— 852 — 08 3 0C.B. #854 • c.e. � C.B. (I/ MN. ...-.. , C.B. ROUTE 194 ( SULLIVAN AVENUE) r 12, � ®M.H. ZO' 90 30' 1a' M.H. 0 M.H. M.H. ROUTE 194 (SULLIVAN AVENUE) -- -- _ — S ET MAINTAINMAIM AIN EXISTING SIGHT DISTANCE ) 100014 #862-S C B \ / #855-S — — -- — -- -- BIT. CONC. DR. EXiSfiNG 51GHT DISTANCE > 10ao' ... MAiN7A111 C.B. C.B. 26 LP 1 Q I 1 10' s EMERGENCY ACCESS 1 EASEMENT RELOCATED C.B. GRANTED TO THE STATE PROPOSED 31-0002 OF CONNECTICUT FOR 15' 12' 12' © FUTURE USE. 10 RELOCATE LIGHT POLE PROPOSED 31-0327 t I w 3 io' ' SIGN LEGEND f SITE 3d' 30" 24 DO RIGHT LANE NOT ��" STEP INSTALL 31-0102 MUST 30" 30" PASS i M��v MATCH TO EXISTING TURN RIGHT O 1J PAVEMENT MARKINGS .31-0102 31-0002 TAPER LENGTH CALCULATION 31-0327 31 -0329 a POSTED SPEED = 40 MPH NET SNET DESIGN SPEED = 50 MPH SNET DR #541 DR. +#542 TAPER LENGTH = WS 2/60 ROUTE 194 (SULLIVAN AVENUE) = (12)(50)2/60 = 500' APPLICANT: DR. - GERBER SCIENTIFIC, INC. ....... � �...._. C.S. -..� 83 GERBER ROAD WEST SOUTH WINDSOR, CT 06D74 ' t TEL. (203)., 644-1551 a r NOT RELEASED FOR CONSTRUCTION PROD. MANAGER: S.F.M. CHIEF DESIGNER: S.T.S. FUSS&O'NEILL • _ REVIEWED BY DATE - � Consulting engineers BOUNDARY - -- MANCHESTERf CONNECTICUT FIELD EDIT `,�p�uillrlrllry� GEOMETRY. c0NNF•,,� DRAFTING ROADWAY PLAN , � _ SULLIVAN AVENUE 81 SITE DRIVE .: p�. 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C I 1 c kj f i 1 i 1 � fl flI L 2 FO 1 � G DETEN97 1H L>r#jj Dse' D °A �, A 'r•r I{ l 9 CIF ® -a- RSLoc. --_- -o- 2et-Oc KENN -�- � 1 ` •� EDY ROAD � � 91* POND PROPOSED BUILDING CONC.WALK L I G HT I N�{ A fr CONC.WALK T ' -.•� bXtsTJNG LlraH1 Ta REMAIN DETENTION . o- �X J ST1NC� 1-161 T To 8r� lz�t-oG�►T�t� BASIN HT M �•7 a rZ. �rT" � PL �• �aiZ.E � : .-I• PiZoPo��v �rUHT' ' Zol oTPNI�A4- NAME fGotJ►M°>`► NAME Co to a•T'{ \ w GIzpT^E&uS V. ,nitt�iTE2 IUNC�� NR f2N 6-Iv' rr1- NOTE: $of-S'V-- A ttANdTHofzN � GRATA1E�la VS d. W I N't-�R KIN G / �2- 4,� GAI. ALL DISTURBED GRASS AREAS-SHALL BE �y GIt-Efll75t�.- >rXisT. 7t2E�s To $E T��sP�AMTt7 SEEDED WITH SEED MIX TYPE I EXCEPT � DETENTION BASIN WHICH SHALL BE'TYPE II. C,I_e9IT61A Y• SHAVEMAST�R f 00't'Sp-YL.o6vyT 2.2`/Z" tA�. SEE SHEET C3 FOR SEED MIXTURE. � 1'S APPLICANT: . SoPNoR-A J. fZscQ0NT/ RSCaF-NT SGHaLARTRE 2/Z.3«der. • TJ ZD ( 83RGERBER ROAD WE: EXISTING BUILDING { SOUTH .WTtVDSOR, CT to-~7' NT. n TEL. :(.203) 644-35 D P)N US 5'CKoP't15/ W H — 2 © Q �_ 7MU.lA O• Wpot7Wp.I�plt 7 C. .0&a ArvoKVITAF 24-30' SPi7 (0� / I Go2Nv5 P�• S1�IIZtLA / 2EDTvtilol �0GwooD 2 31 �, NOT RELEASED FOR CONSTRUCTION f F 25 E -rie u I,A- A WIN l Ot-$ rsP'Z,� 2-3 Nr PROD. MANAGER: W.D.O. L2 ,25 s LAX Y tZ �potr5t5 txs. Po•r o�. CHIEF DESIGNER: G.B.M. Zyo C.OXF-oP5ts V. MooNI'>EAM/ MooN> Mpp.>=�ontt- �v>rl'!`> c4vMPo FUSS&OONEILI ttAl�Gt5gU5 KIND ALFRi REVIEWED B Y DATE O 1!500 �Ar.. PoT to Pe1K GLuM>? Consulting engineers �t� EDLAl.IA BOUNDARY ~ 190 tJ1t5GAtJTHt15 51N>:N / Ml1NCMESTER , CONNECTICUT k FIELD EDIT _ FHpcLAFts A. PI TA A55 QT. PoT toR GEOMETRY GR , _ ® I-30 cAI,.,�MvS sWE -T t ►-�U z>: Roo-r' ., \� '' f "' ' ^= T `, DRAFTING LANDSCAPE a LIGHTING PLA - ZOD k GD R.0 5 CONc WA T�C\ �/ SHEET to GA-T•-f'AIL VAKS KIDO ,.,,y OFFICE REVIEW �/� Z Z!o �o >.Z Zoo z�PI� 11PT1C" / _ _ -- 'f} PROPOSED GERBER SYSTEM REVISION DATE. 0 4,18,90 ® TECHNOLOGY FACILITY ® o SULLIVAN AVENUE SOUTH W!NDSO - SCALE : HOR. . I IN. 4.0 FT. PROJECT FLD. BK. DATE VER. IN. FT. 85 350 12-21-89 SHEET NO. L I C I� 1 I - ' co 10 DI z w WETLANDS � w z_ a \ IOC? $° I j l �E ° ; rob �� { * ' 00o, OO 3 � � o t \ CIETENTION x '` z 1 y BASIN >- \ , 3 . 1 OC 54" CULV END.' I � \\\ \ \ INV.68.6 r \ \\\ \ IoF � \ \ \ \ \ 1�0 Iif 5 " 68 CULV. END \\ \ Q \ , IN \ \\\ \ �[ 1 5 F -He 6r 00Fore Co�c-PLC , \\ P© N p -H A WT-H o IZ 1j -- w IN-r Eu.D . \ INV. 67.26 APPLICANT: GERBER SCIENTIFIC, II�tC. \\ 83 GERBER. ROAD- WEST i ,.SOUTH ',WINDSOR, CT TEi ., 203) 644-�:1551 NOT RELEASED FOR CONSTRUCT`I.ON C',p PROJ. MANAGER: W.D.O.�. 0h CHIEF DESIGNER: G.B.M. FUSS&O'NEILL SPERRY WOOD CORP. REVIEWED 9 Y DATE consulting engineers D0 BOUNDARY MANCHESTER , CONNECTICUT FIELD EDIT . - GEOMETRY DRAFTING LANDSCAPE 8& LfG•HTI,NG PLAN Y, .-. --� ..�� OFFICE REVIEW >�>'- �-z�- ?a PROPOSED GERBER SYSTEMS_ G � F, N REVISIO DATE ' ECH LOGY FACILITY ,. ryT NO & SULLIVAN AVENUE SOUTH WINDSOR CT. CALF HOR. I IN. 40 FT. PROJECT FLD. BK. DATE cEt�TfFlc L-A•Nr.7ScaPr mr,1611i 010LY VER. IN. FT. 85 -- 350 . 12-21-89 S.HEET NO L 2 OF I� NOTCONSTRUCTION ES \ I 24" lO 4 /� 1 CONNECTICUT DOT PERMIT TO BE OHSTAINED BY THE CONTRACTOR PRIOR 11 HYDRANT AND 4" GATE VALVE AND 12" X 6" 1�'.EE, RESTRAIN ALL � � \ ` 1 TO CONSTRUCTION FITTINGS TOGETHER (TYP. ALL HYDRANTS). ! � EXISTING UNDERGROUND STRUCTURES.OR SERVICES ARE SHOWN IN AS NEAR 12 2" CURB STOP AND BLOW-OFF. ! 3 I I } �\ THEIR CORRECT POSITION AS POSSIBLE, HOWEVER, ALL SUCH LOCATIONS \ ARE APPROXIMATE ONLY AND ALL SUCH STRUCTURES OR SERVICES MAY NOT FUTURE M.H. I 13 CONCRETE THRUST BLOCK BE SHOWN. CONTRACTOR IS TO ASCERTAIN THELOCATION AND DEPTH OF �- ' -•,`. ` I t UNDERGROUND STRUCTURES AND SERVICES PRIOR TO EXCAVATION. 14 GATE VALVE (OPEN LEFT) •. „ II I O I I s A \ COnStru�n methods and materials shall conform to the town of URE _ SEE PROFILE � � 16 1.F 80.0 a 1 I aeailsinaso Connecticut DOT standax•d specifications and FRAMETAND INV. ( TYP.ALL NOS.) FOR STRUCTURE TYPE.' fOE I \ O 1 . 82 �RCPEXIST. C.B. F►ZSI�.DDIST.. NEW C.H. AT CURB LINE Fi}CT}#D - -^• �2"` $3 •. 83.2+ I I I \ 2 CONSTRUCT SAN. M.H. OVER EXIST L URED CONC. BASE + : ►84.0 183.5 83 f I 1 11 O \ WITH EXIST. PIPE INVERT. � "" 83t5 54. 82.8 8Z 8 Q I I w�� �wiwwr, w�rnr�•�r i�� ��� I 3 REMOVE PAVEMENT (CROSS HATCHED AREA) AND BIT. C FROM 82'8 Ld -1- 82.4 + I II O / 82:4 r� I I THE SITE(00 NOT BURY). I V k \ ® REMOVE EXIST C.B. AND CONST. NEW C.B- PLUG 24" CLAY PIPE 82.41M # O I I SOUTH WITH CONC. MASONARY 1 z ( O N 6? O IF EXIST 24" IS IN CONFLICT WITH NEW CONSTRUCTION,FORTIONS82 m I ► ` SHALL BE REMOVED AND PLUGED WITH CONC. MASONRY (TYP. ) / �Sr� C-? �V Q I I I I > �24• � �r � I t �.,., N b PLUG END OF PIPE WITH CONC. MASONRY CC I f , t k = 11 1 •� `O7 REPLACE PAVMENT AND BASE IN KIND \ ` Z 1 ! f W I Z II k ° INTERMEDIATE RIPRAP DITCH t0Ar V SI / ! _ I > k� I SEDIMENTATION CHAMBER // REA ` 1b. - tti, -----^ 0 ✓ i�Ol �/ I I STOCKPILE A 61 5 a � ... .a i Q " - I 10 CONNECT TO EXISTING 12 WATER WITH 12 X 12 TAPPINs - 0 ` �p I \ SLEEVE AND 12" TAPPING GATE VALVE. ' } ✓ I4 I - f s. Q1 \ .. ...�..ON..�--• A ~..�'. A la4 54 R cP 4oy \ I }} \ �„ °,FRCP. " R:CP: ••8., -- l I T. so.o ?2 -48 R.C.P. T.F sops I ii J I 1 ., 25 128 -42 R.C.P. --t I C .� . �Q5 _ `\ DETENTION II k j 82.5 t2 13I:o t 80 . -� � .. �• '-42" R.C.P--� T.F.83,0 80'-42 R.C.P.--� T.F.s . tt '"� ����P ?A BASIN T.F.83.2 I20 ., ., ® r. 82.0 I = B •. .•' PROFILE '•A., O \ Q •• a `� / J. ?0. ) f f 100' 100' a: I f A \ �. PERN�IT WAS OBTAINE FOR I o t �!� CONSTRUCTION OF ST RM W TER LINE l 1 p `--= ,sad 0.6 c,o u1 s . v ! HIN WETLANDS.SE PE N11T L.ETT �4 � .\ + I sT SH NO P 1. r mom s,•��r NOa..rr tip j N �vt i'81:3 + ,g tN14"CL4Y pipe 8NEW / ANTI-TRACKIN GRAVEL ENT. I _ = 1 APRON ^„�,,,�,......... 80 +s2.a \ 10 o - 1 \ \ , A \ $33 ...-; ...J I E ♦ a ,,:. ao RAMP i0 4 CULV. l o, END \ k O t :� 1 A >�� � T \ I 1 I � I \ NV 68 6 +s \ e. 4 5 2' \ 1 62. O 4 F. 2.8 � \t T. $ • A: �Y 48 i C. � 3.0 \ � \ T.F. �5 .._..., �G T C `3 � t ' 83.2 IT \ \ .F. B T 6 C1 79. \\ :: t t i \ VC.rSAN. 4 \ \ \ \ � �. \ } a �. \ \ lo l3 k \ e -�r 82ICE \ \ s I \\ 83 an.o \ \ II I \ m •r84:4 . : g PV . :: OVERHEAD DOORS I II \\ \ \ \\\ \ 1 / �c ENT. \ \ SAN. 1i• p� I -•-•• 3O0 -8 PVC �, t84 3 �\.• \\ \ \ { T.F.83.35 ` Ci i - - 7 I� I I L ITH EXISTING 858 I ,n _,�GR'`' +836 . 81T.CUR$ S \ - \ 3 �` � a ..» g BACKFIL W TI o \ \ \\ \ \ \ `��� �. =7a.t I 7 •� �, �� WETLANDS SOIL FROM 6 \ >t \ \ s4" cutMv. \ \ \\ \ \ _ 8 .6 1 ROUND. \ \ \ \ \\ \ \ I 85 T.F.8175 $ t \ t�"RCP � �� --:-- ri `" c4� ABOVE PIPE TO FIN. G \ \ \ END MN 4.3 12u CLOI P ------"� s.. 2 .aa Lv. . .� / 0----� fJ00 P o P o p \\\ N ` \ \ i I. �• ,a R MATCH EXISTING EDGE � � AMP j \\ K ROAD/ I MF1 \ T�L_ ---. 4 Q ` ` i TF.a's q _'`-- \ tit I JIf V 7 LP t 10 LP 'Q GUQO / ,Nv.,r,(El'77.7T ��\\ ? �� \ -~ B,r f 3 , 111 II ► a �',,�°. -� 1 P R 0 P)G$ E D B U I L D I N G. ttuv.atit =77.to7t/�ilali 21 MH TFv79 42 PHASE ,c�r�c�+- e �' k ¢ � pETEDST � � Ilk, \ \ F.F. 84.Q \ \ B/l.�.�S 1 N G,TY ���� ��� P -► �\ rAPA q"� StJ+±� Lac.r TEt �5. \` TF`� �,?� t6 t t 75,?00 co, ` \ �5 S 1 t r zt" C ' 857 11 I �1 [ 1 I ttsvc,N)=7c(.4a �( ,NVC-0 7Co 9B e \ 1 O 1 I k ` 1 1 1k 2�•;Ny�o��:.7�0� 1 ( �,� tiI 1 1 1 I �l I k \ \ - � \ - -- I 1 I l k 1 C-,9 ?4 -- }{ 1 _% APPLICANT: - IT O ao GERBER SCIENTIFIC INC. ► k 1 k EXISTING BUILDING „ ` u`, / _ 'I -- - .� - i 83 GERBER ROAD VEST 3 , k27 ,nsv.ouT="r I 1 I PHASE I ! .,,.. k - cp. I6' 24" �� � 256'-24 ' R,C.P.-� -30�� R.C.P. . - SOUTH WINnSOR, CT 06074 , t TV �5 PROFILE D -�' 4 as~tuv.,ry, :TEL. {203} 644-1551 �F BCo.o �,N. In c. j k ZA,*Iwv our, 75 „ R.C.P. LEGEND 1 , � }- I ! I BUl1_D11JG StiOWt.� A5 r; t .P. 1 /� TF.e714 4o-rr -o- �' r .��+. �•..,.. r j rrr.�.+■�m.w��wwm� I 1 c� F SPERRYWOOD CORP. 1 �OGATE D' S I / N asio (n LP,_t I I ammma mmmaHAYBALES OR SILT FENCE �/ �`p�l 1 �xj j I i I oti¢ l I hereby �e that this map is substantially correct; This map NOTE: THIS PLAN FOR EROSION CONTROL 0 N LY. k I I ,. •. „ SILT CONTROL FOR C.B. ,; , �r'� l �k . and-sur6ey were prepared in accordance with the standards of NOT RELEASED FOR CONSTRUCTION I I A OR B (SEE DETAIL SH.NO. C 3) �i 2� 2 � Class A•-2' survey as defined in the"Reccir imended Standards for Surveys-and Maps in the State of Connecticut" as'.prepared P R O J. MANAGER: W.D.O. and adopted by the Connecticut Association of Land Surveyors, 1 N k I A �k� t p CHIEF DESIGNER: G.B.M. FUSS&O'NEILL � Inc. on Se tuber 13 I984:' • I 'REVIEWED BY _DATE 1 0 ! k B.M. ELEV. 85. 59 i 2 l 4 ,�/ / - consulting engineers - 1 I I PIN IN MONUMENT `I 4 i �l g 11 BOUNDARY i� MANCHESTER , CONNtECTICUT ,t L.S.#. 19 II - FIELD EDIT No certification is expressed or implied unless this map bears GEOMETRY ' the originaL si ature and embossed seal of the above named rbu�. s�p g -a t land surveyor. ,, ' .� z 6'Y ��R - "� I' " DRAFTING -3 CONSERVATION ' PLAN - FOR P,-IN,G� r• 't-P �I - _ .. ._._... c � 'v.,sY.L. � ;_tr-• ABLE -- °`+C l]%k%c;''•., OFFICE REVIEW •A�P�+' �^b'°• ��� PROPOSED GERBER SYSTEMS X -: i- REVISION DATE 4 TECHNOLOGY FACILITY M►-, Cj A"T'El�( ' ----�--^- �-•- a / TF.83.(00 - - - TF-65.28 G / -t-I\I Z ZQ Ot 38 E 84/ �'� [�/ . No.'6299 --- sr= 8�Q9 P o ® a SULLIVAN AVENUE SOUTH WINDSOR, CT, GULF . YVESTERN INbUSTRIES INC• ���'0m�9�Q E �r � �� NN 1I 1 �y�.t,+ruxat"�f�,�•� HOR. I IN. 40 FT. PROJECT FLD. BK. DATE �►+��rrr.ui�' SCALE: VER. IN. FT. e - aso I2-21-8s SHEET NO. C I OF 13 1 i o4 1C7!GC•�l"L } AVENIfE ::SOUTH':WiND50R. CO' ,•: y 15A0:SULi«iVAN- 203/644- • N• � N 0y4 AREA CODE 25U R•G� May •231 1990 - - l y L. Decker, .John • i ic, 'Inc. "WerJ 83 Gerber Scien x,: - V . co SouthrWindsober r CTst06074 o .� er. .Dear Mr. Deck U ! Res Application #90-19P - 425 Sullivan Avenue Site Development . p At the May 21, 1990 meeting, .the Inland.:Wetlands Agency/Conservation Z Commission approved' with'modifications Application #90-19P. - IWA/CC �� permit for the construction' of an in building on property F' located at 425 Sullivan Avenue I zone as shown on plans ;prepared by W WETLANDS TLA Fuss O'Neill, Inc. Project #65-350 dated December 21, 1969 and = WE _ . revised April 16, :1990. . Two. blueprint copies of the entire set of plans and this W f leter reproduced thereon, must.-be submitted to this .Commission to be stamped and signed. This. must be W completed within 65•days of -approval and prior to any \ : construction activity on the site. W Z \ J - •:' Construction activities shall -be subject to the approval o 2. \ the Town .Engineer. _ \ : U The application shall indemnify and hold harmless the Town \ of South Windsor against, uny liability..whicl- might result from the proposed operation or use'. E \ The permit ,is valid for one year and shall expire on May 4. g0 I 23.r 1991. A11`approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified directly on the plans. 6$ i 7 . We recommend a bond in- the amount of Commission to ensure / a. :submitted to the Planning & zoning Commission to ensure com liance with the Erosion and Sedimentation Control Measures . • / © 8 Access for the construction.of the. proposed ,detention basin shall be © Li_ o to the existing dirt road easterly of the ' \ 0 • . basin. i � Z3 T I O N Very .truey yours. \ TEN o 4 >- ry BASIN 3 : I °Q I W -Eli Beth A. arren., vase. Chairperson,. IWA/CC 1 - ^ \\ i 4- /.pmm � I ( cc: Jerzy C. Iazzetta', . Town Engineer \ \ Q 54" CULV. END I v \ � INv•6a.s Marcia A. Banach,. .Director of ,.,Planning John R. Collins, Chief Building Official Planning & . zoning.-Commission \\ h I I / \ I ,s �\ 54" CULV. END O S ' II . \\ POW p APPLICANT: . INV. 67.26 \\ GERI3ER- SCIENTIFIC, INC., s C B3 ,GERBER ROAD, WEST OR, CT -_ - _- __._ )�----?0 ;TEL.H(:203)5644-155�. �60?4 NOTE. THIS PLAN FOR EROSION CONTROL ONLY. I hereby declare that this map is substantially correct. This map E A S E FOR CONSTRUCTION \ prepared in accordance with the standards of NOT R E L and survey were p a Class A-2. survey,as defined in the "R.ecoxnmended Standards for Surveys and Maps in the State of Connecticut" as prepared P R O J.• MANAGER' W.D.O. L C' and adopted by the Connecticut Association of Land Surveyors, CHIEF DESIGNER: G.S.M. FUSS&O'NEIL 'Q ,,,� D Inc.,on.S ptember 13 1984. .c� ' REVIEWED B Y DATE consulting engineers CONNECTICUT N /F BOUNDARY ' . MANCHESTER , SPERRY WOOD CORP. 'Po La, D FIELD EDIT No certification is expressed:or implied unless this;map bears GEOMETRY CONSERVATION. PLAN the original signature:'and .embossed seal of the .above named t�sfdrrii��y DRAFTING °10 land surveyor. *.• f.ao a N +s, VY ERB OFFICE RE�I1=W PROPOSED EMS G ER SYS REVISION DATE: OLOGY FACILITY R, TECHN 3 no.6z99 .,r & 4/18/90 ® SOUTH WINDSOR CT. *s" +Ea� Yrta;°���` ® S U L L I VA N AV E N U E FL HOR Ii' IN 40 FT PROJECT D BK. DATE SHEET NO. C Z OF F T. SCALE VER. IN. 85 350 I2 21�89 I 4-- i t BALED HAY OR _ EROSION & SEDIMENT CONTROL NOTES STRAW (SEE NOTE NO. 1) SIDE SLOPE BOTTOM OF SWALE SIDE SLOPE BALED HAY OR 1. Erosion and sediment control measures will be installed 7, The Contractor shall establish an erosion control line STRAW (SEE NOTE No.2) prior to stump removal and construction. Gravel _:- o P p (haybale check or filter fabric) about ten (10') feet from I construction entrance will be installed before construction toe to slope of proposed fill areas prior to beginning fill traffic Into and out of project area begins. Stabilization installation. Stabilization of slopes in fill areas (using I SWALE WEDGE LOOSE STRAW of all regraded and soil stockpile areas will be initiated mulch or grass) shall be initiated within thirty 30 days - BALES BUTTED BALED HAY ] g P 9 } Y ( } TOGETHER I OR STRAW BETWEEN BALES TO � j� IJ and maintained during all phases of construction. of commencement of fill installation. CREATE A CONTINOUS ! 1! I ► BARRIER 2. Ail erosion and sediment control measures will be 8. Stabilization of slopes in *cut areas (using mulch or grass) - I kow constucted in accordance with standards and and the installation of control line (haybole check or 1O'd_ I o I FLOW - specifications of the "Guidelines for Soil Erosion and filter fabric) at the toe of slope shall be initiated within Water Conservation and the town of South Windsor regulations. All thirty (30) days of commencement of cut. erosion control measures are to be maintained and upgraded as required to achieve proper sediment control during q P P 9 " WI � � � _ construction. All grade benches shall be kept free of '9. Sediment removed from control structures will be disposed of aI J 1� j sediment during all phases of development. in a manner which is consistent with the intent of the WEDGE LOOSE STRAW ! ! sediment over I plan. All ha ales or silt fence retaining BETWEEN BALES TO I P Yb g CREATE A CONTiNIOUS ��' - FLOW �' A,, a WEDGE LOOSE STRAW 3. Additional control measures will be Installed during the 1/2 their height shall have the sediment removed and all BARRIER r' o) , I I BALES TO BE I BETWEEN BALES TO w cn o ¢ BUTTED TOGETHER iCREATE A GONTINOUS construction period, if deemed necessary by the Owner or damaged erosion controls removed and replaced. oI W W 2 I 1 I IBARRIER Agents of the Town of South Windsor.!LC c o o AREA INLET-PLAN VIEW 10. Contractor will be assigned the responsibility for in a 12I ( I BALES BUTTED TOGETHER . 4. Catch basins will be protected with haybale filters implementing this Erosion and Sediment Control Plan. This I I z x2 x3 LONG STAKES throughout the construction period until all disturbed responsibility includes the installation and maintenance of 2"x2"x3' LONG STAKES I OR REBARS EACH BALE areas are thoroughly stabilized. Filter fabric should be control measures, informing all parties engaged on the OR REBAR EACH BALE PLAN I I installed under grate opening until pavement is in place and construction site of the requirements and objectives of the (2 STAKES PER BALE) I I I 10' FILTER FABRIC iFINISH GRADE lawn established. plan, and notifying the proper Town agency of any transfer EXIST. GRADE OR OVER GRATE of this responsibility. The Owner shall be responsible for. DIRECTION OF BINDING I PAVEMENT (DO NOT s WERE OR TWINE W � � � � � J'�f� STAKE IN PAVEMENT) S, Seeding mixture for finished grassed areas will be as conveying a copy of the Erosion and Sediment Control Plan if o E �� J r ! follows: the title to the land is transferred. t wo?���./ r1l ( 11�1f EXISTING GRADE COMPACTED o A�KM������ f i 'P sCtENTIFfC NAME QUANTITY RATE 11. The Contractor shall secure the services of a soil scientist BACKFILL 0,2-���i 1 1 1 t I COMMON NAME or Professional� Engineer who shall verify in the field that g Y the controls required by this plan are properly installed 8nr m it ' �� :a-r i m 2%2"xY LONG STAKES Lolium multiflorum, var. 30 % of 3.50 tbs. of shall make Inspection of such facilities not less frequently itBURY TO A ( BOTTOM OF I QR KEBABS EACH BALE ,BURY TO A P q Y Italian Ryegrass Mixture Seed mixture C� DEPTH OF 4" EXISTING GRADE ;DEPTH of 4" than weekly and within fourty-eight (48) hours of any DRAINAGE WAY I per 1,000 sq. ft. IL significant rainfall and shall b written report, inform CATCH BASIN ;otus cornlculatus 30 /o of g Y P I - Brldsfoot Trefoil Mixture the Owner or his agent not less frequently than weekly and PLAN VIEW X the Town Planning and Zoning Commission not less frequently Trifolium. Pratense 10 % of A AREA 3NLET--SECTION j than monthly of observations, maintenance, and corrective 0 Red Cover Mixture w activities undertaken. The contact person shall be: John Decker- 644-ESSI SECTION AT TOE OF SLOPE A � � � � � �. A .� � L, N TYPE A ) N Lollum multiflorum, var. 30 % of AND TYPICAL HAYBALE PLACEMENT \\ B _ w B Winter Rye Mixture 12. Stockpiles of soil shall be surrounded by a sediment J barrier. Soil stockpiles to be left bare for more than Festuca rubro"Dowson" 30 of 4,60 tbs, of fifteen (15) days shall be stabilized with temporary Dawson Red Fescue Mixture Seed mixture Q vegetation or mulch. If soil stockpiles are to remain for w o more than sixty per 1,000 sq.ff. n_ lJ Poo protensis"Park" 30 /o of y (60) days. filter fabric shall be used in mo POINT A SHALL BE I I- Park Kentucky Bluegrass Mixture place of haybales. Side slopes shall not exceed 2: 1. HIGHER THAN POINT B x Lollum Prenne"Pennflne" 10 % of 13. The Contractor shall be responsible to contras dust and wind PAVEMENT SOIL In Perennial Ryegrass Mixture erosion throughout the life of his Contract. Dust control uwi Pucclnellla dtstans"Fults" 30 % of shall include, but is not limited to, sprinkling of water on SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF SECTION AT SWALE r Alkali grass, var. Mixture exposed soils and haul roads. Contractor shall control dust PROPYLENE , NYLON , POLYESTER OR ETHYLENE FILAMENTS _ AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS j •1 �� ���-����- to prevent a hazard to traffic on_ adjacent roadways. CONFORMING TO THE FOLLOWING REQUIREMENTS: �- �;' 14. If final grading is to be delayed for more than thirty (30) PHYSICAL PROPERTY REQUIREMENTS HAY BALE S E D i M E N T BARRIER - -� - - + Planting seasons shall be April 1 to June 1 and August 15 to days after land disturbances cease, temporary vegetation or FILTERING EFFICIENCY 757. (MIN.) mulch shall be used to stabilize soils. EXTRA STRENGTH i.:• ': September 15. After September 15, areas will be stabilized TENSILE STRENGTH AT 50 tbs. / UN IN t 1 :� with haybale check, filter fabric, or woodwhip mulch, as lox (MAX.) ELONGATIONEXISTING GRADE 15. Ha ales shall be used only as a temporary measure. Where �:•... required, to control erosion. For areas to have specific Yb Y P Y landscape coverage other than seeding or sodding, see control measures will be required for longer than sixty (60) STANDARD STRENGTH .' P- g 9 g+ 30 lbs. / LIN. IN. 42" HIGH WIRE FENCE BACKING FOR :1 ` landscape development plan. days, filter fabric shall be used. (MIN.) STANDARD FILTER FABRIC ;MESH 14 GA. MIN. 6"x6" MAX. METAL GRATE 16. Where deWatering iS necessary, there shall not be a discharge ' • ' FLOW RATE O.3 GAL / SQ. FT. / SPACEItJG {SEE NO. z} CATCH BASIN MIN. (MIN.) + i directly into wetlands or watercourses. Proper methods and t"xz" woaD STAKE .'•'•�.• I 6. Areas to be deft bare before finished grading and seeding is (• achieved, shot! receive a tem orar seedin of Perennial devices shall be utilized to the extent permitted by law, such (MIN. LENGTH: 3'-5') FILTER FABRIC P Y 9 as pumping water into a temporary sedimentation 'bowl, _ Ryegrass applied to a rate of 2 lbs./1,000 sq. ft. at a P P 9 P Y 10' MAX. 10' MAX. depth of 1/2 inch. Limestone (equivalent to be 50 percent providing surge protection at the inlet and the outlet of calcium plus magnesium oxide) shall be applied as seedbed pumps, or floating the intake of the pump, or other methods - SELF--SUPPORTING SILT preparation at a rate of 90 Ibs./1,000 sq. ft. Planting to minimize and retain the suspended solids. If a pumping FENCE FABRIC OR FILTER seasons shall be March 1 to June 15 and August 1 to October operation Is causing turbidity problems, said operation shall FABRIC ATTACHED TO WIRE SEDIMENT CONTROL WITH 1. Where gross predominates, fertilize according to a soil cease until such time as feasible means of controlling FENCE (SEE NOTE NO. 2) test at a minimum application rate of 1 lb. of nitrogen per turbidity area determined and implemented. SLOPING GRADE AT CATCH BASIN Areas to ft. Areas to be left bare before finish grading and seeding I I FINISH GRADE outside of planting, seasons shall receive an air-dried woad GENERAL NOTES: TYPE " B " chip mulch, free of course matter, treated with 12 lbs. I I 1aO° nitrogen per ton, applied at a rate of 185-275 ibs./1,000 sq. ft. 1.} HAY BALES & SILT FENCING SHALL BE MAINTAINED a I I FINISH GRADE N AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY 1n THE ENGINEER. STAKING PROVIDED BY SILT FENCE It fo'=- I _ ..... - _ _ - - - MANUFACTURER WILL BE CONSIDERED ACCEPTABLE. CONSTRUCTION SCHEDULE i RECOMPACTED iv I I I I I I BACKFILL - - 2.) ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED BY U U U WIRE FENCE To EXTEND 2x4 WOODEN STAKES DRIVEN 1. Construction will commence on or about Spring of 1990 and be HAY BALES OR SILT FENCE. FILTER FABRIC SHALL BE c" INTO TRENCH MIN. OF 12" INTO THE GROUND completed on or about. Spring of 1991. PLACED OVER GRATE UNTIL PAVEMENT OR GRASS IS IN PLACE. ELEVATION EXTEND 6" OF FABRIC Development of the site will consist' of a 90,` 000 SF' BELOW GROUND building, driveway, parking lot, detention basin, sanitary - 3.) BASINS ON SLOPING ROAD SHOULD NOT BE RINGED. BALES 1. INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED WOODEN LATERAL CROSS OR SILT FENCE SHALL BE PLACED IN A CONFIGURATION TO > sewer,, storm sewer, water main, and-other utilities and BY MANUFACTURER. BRACES AS NEEDED SECTION incidental construction to complete the project. CONTAIN FLOWS WITH "END RUNS." 2.) SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL / LIN.'FT.) 2 Install anti-tracking -apron at site entrance Any material THE MINIMUM POST LENGTH SHALL BE 5'-0". that is tracked onto pavement shall be swept as often as 4.) LONG RUNNING SEDIMENT CONTROL SYSTEMS SHOULD HAVE SILT FENCE CE FILTER FABRIC required. WINGS TO PREVENT SEDIMENT RUNNING PARALLEL NTH THE SYSTEM. 3. Place haybales and/or silt fencing as shown on plan or where FILTER FABRIC directed by Engineer.. (Maintain .ntain or replace as required TOTAL LENGTH 50'-O" CATCH BASIN throughout; construction period. ) Prepare stock pile, area 4'-0" 4'-O" and surround with haybales 'and/or silt fence. Strip topsoil. NOTE: 3" TO 4 FINISH GRADE SILT FENCE SHALL CONFORM 4. Construction of buildings may' begin at this time but not TO THE REQUIREMENTS SHOWN before erosion control. devices 2 thru' 3 have been installed ON SILT FENCE DETAIL 00 5. Install sedimentation chamber and detention basin. Seed all disturbed areas and stabilize slopes. Detention basin to be stabilized .prior to outletting stormwater into them (Remove CONSTRUCTION ENTRANCE RAILROAD TIES I sediment from basin as. .often as required throughout APPLICANT" 6" OF CONNECTlCUT D.O.T. ( i construction period. ) 2" CRUSHED GRAVEL ( GERBER SCIENTIFIC, ,INC. 6. Be in . radin temporary seed and mulch .slopes exceeding 4: 1 COMPACTED SUBGRADE I g g g' 83 GERBER ROAD WEST 24' SECTION FLOW if permanent stabilization is not completed at this time. SOUTH WINDSOR, CT 06074 5EE O FLOW .. All other areas not. temporarily stabilized shall be TEL. (.203) 644-15.51 NO. 3 NOTES: / protected 'with haybales and'/or -silt � fence. Install drainage o 1.) MAINTAIN ANTI-TRACKING PAVEMENT IN GOOD FINISH GRADE system :and other utilities. CONDITION THROUGHOUT CONSTRUCTION PERIOD. NOT RELEASED FOR CONSTRUCTION V / 7. Prepare subgrade.. for paving and prepare all disturbed areas 2.) ROADWAY SHALL BE SWEPT DAILY TO REMOVE for placing topsoil and landscaping P R O J. MANAGER 'n 0 ANY z PAVEMENT. THAT MAY BE TRACKED ONTO I I I / CHIEF DESIGNER: FUSS&OFNEILL / .8. Place pavement, topsoil; seed and mulch, and. landscaping. REVIEWED BY DATE o Cn 3.) WIDTH OF APRON WILL NOT BE LESS THAN. WIDTH consulting engineers OF INGRESS OR EGRESS. U_ _ _ _ _ __ - ._.. _._I y 9. Remove all temporary erosion -control: devices only,- after all. BOUNDARY � M A N C H E S T E R , C O N N E C T I C U T areas -have been .paved and/or grass-has, been well established FIELD EDIT EXISTING EDGE OF PAVEMENT 4.) WHERE SOILS ARE CLAY OR SILTS THE MINIMUM and ;the site -has been i;nNpected _and ,a roved b the- Town. LENGTH OF ANTI-TRACKING APRON FOR THE PP ' GEOMETRY FILTER FABRIC TO EXTEND - DRAFTING -CONSERVATION DETAILS CONSTRUCTION ENTRANCE SHALL BE EXTENED 100 IN LENGTH. 6" (MINIMUM) BELOW GRADE l�,.•�'oF caw f•�y,. OFFICE REVIEW peser�r• PROPOSED' GERBER SYSTEMS LOCATION PLAN , *_ �, REVISION DATE: TECHNOLOGY FACILITY ANTI -- TRACKING APRON SILT FENCE INSTALLATION AT CATCH BASINS �_*. o sssso 4 ® o ® SULLIVAN AVENUE SOUTH WINDSOR,. CT. .. . aN4 ��°�.+` PROJEC' FLD. BK. DAT SCALE: E y"'4►••..,....�n+s'. E: NOT TO SCALE 85-350 A 12-21-89 SH TI EET NO. C 3 OF 4.. VARIES 6'-0" MIN. - - INLET STRUCTURE TYPE"C-L" CATCH L, `.BASIN DBL. GRATE . TYPE II ,,,,---TOOLED JOINT I DEEP - 1 /4"/FT- •—► I /4"/FT. I/27R — = A00 o •o - ��= .. a 0 O G: < v p D v o OD o INV 71 . 5" CLASS„C„ CONCRETE c o ( B _ q,l p� 75 INV 0.55 4 6" GRAVEL BASE INV, 7 --i INFLOWTO DETENTION. 70.30 .---� BASIN ----► 54" R.C.P 8' - 54" R.C.P. 54" R.C.P. SECTION A-A SECTION B -B _ 1 INV• 71 i • .50 • � � INV, I INV. f - I!'-O.. 70.35 - i i OUTLET STRUCTURE . 1 70.5 - TYPE"C--L" CATCH ' °: ► I BASIN DBL. GRATE �? TYPE II .o I T.F, 6" ABOVE EXISTING 11 — ci GROUND. B I ' c� 20'-0" A IOD 1 1 3` [[ /-••-INV. INV. - I 50-O.• 6'-0" 5'-0" 5._0" 5'-0" 5'-0'• ; I � 70.45 70.40 co. -I A - o A z ( f - - - - 3 _ 1 to RAMP DOWN u, 1 /FT. _ BAFFLE WALL HANDICAP PARKING STALLS SLOPE CURB TOOLED JOINT I DEEP EVERY 5' CURB FLUSH WITH PAV'T 1 - A B • _ PLAN - T.F. 7.9.0 8.-O.. T.F. 79.0 MANHOLE FRAME AND COVER SEE MANHOLE CONCRETE SIDEWALK DETAIL USE I-3'CONE T.F. 79.0 N 1 2'RISE SECTION AND - R . T - r7- SEC ION: INV. �. / T.F. 78.5 71.75 II INV: 2,-6.. NOTE: DESIGN SLAB FOR 71.50 7' OF FILL. 2.-.6.,. _ II EL. 72.5 INV. INV. CD 70.55 . 0 EXIST. DRIVE 54 RCP S4' RCP I ,: R.C.P. `� Q 18 R.C.P. NEW PAV'T 12" INV, 69.65 ,.v a INV.69.55 4" MIN. TOPSOIL 3• II'-O,. INV. - INV. 6�� 91, 3" TYPE"C-L" CB cv v• MIN. 70.50 DBL. GRATE I! CD 70:35 E 4. E SEE SH. D-2 a NOTE: MACHINE CUT FACE OF 5000 GAL. TANK PRECAST CONC. TANK EXISTING PAVEMENT _ tiJ HS20-44 LOAD. Q SEAL WITH LIQUID ` �- -------'"- "v TO 8E EQUAL TO : a ARROW CONCRETE BITUMINOUS MATERIAL. ► SECTION B - 8 PRODUCTS INC. N0. • BIT. CURB SEE PLAN FOR LOCATION SH. N0. T 1 AC-6-5000 H520-44: v �+' —~. 1-\, SEE NOTE'.A.' ° . -- NOTE„A..; 12" COMPACTED GRAVEL BASE ao, —I ago: ` ....•• 3/8" CROSS SLOPE FOR DRIVES eQ� - SECT ON A A �o APPLICANT; IME ATI CHAMBER . • . - QED NT• ON CRAM ._ I .. - - _ 83RGERBER�ROADPWE G f /2 BITUMINOUS CONC. SURFACE COURSE SOUTH WINDSOR, Cl i /2 BITUMINOUS CONC. BASE COURSE L. (203) 644 T. _ - TE 4" PROCCESSED AGGREGATE BASE : : NOT RELEASED FOR CONSTRUCTION �. - - _ IO" ROLLED GRAVEL BASE - _ PROJ. MANAGER W.D.O. _ CHIEF DESIGNER: G.B.M. � FUSS&O NEILI • _ BOUNDARY . E T • Consulting en sneers 9 MANCN STER ; C.ONNECTlCU FIELD EDIT . ._ TYPICAL SECTIONGEOMETRY ORAFT.ING ' DETAILS PARKING LOT 8 DRIVEWAY OFFICE REVIEW , PROPOSED, _ GERBER SYSTEI { REVISION DATE • - TECHNOLOGY � o . :1 SULLIVAN AVENUE SOUTH SCALE:' .NOT TO SCALE PROJECT FCD. .Lr\ : DATE SHEET No. D I 85 - 35o 12-21-89 2„ 7,rZ,r 1�_67j6rr 1�-6 %6" %7' 2" ., a3/,s" 10" o3is" 11" 20, 2-#4x4'-O" LONc—� t „ 3 -13 „ 3 , ,3i,6' o1r1 o31s af3h�' " CATCH BASIN NOTES: j I I 2„ /x /4 3 -1 /4 2" ., r r TOP OF FRAME APPLIES \ �� 4 STEEL I BEAM' 1.) WHERE HEIGHT OF BASIN FROM TOP OF CURB TO BOTTOM OF BASIN IS GREATER - � I I S4x9.5 3 -6 LONG 3 5/it" s/6" ;a:: , THAN 10'-0" WALL THICKNESS SHALL BE INCREASED TO 12". INSIDE DIMENSIONS 3,3/i6" .4:�A: \ i � ..,� 2,3j�6" i TO REMAIN THE SAME. PRECAST CONCRETE UNIT s I :q.: p:... :� ::',�: :. �:d. ► SEE DETAIL A 2.) 3 MAXIMUM CORBEL PER BLOCK. I 2- 5./8" HOLES FOR 2 2--#4x7'-4" LONG I �E USE TOP"C"TOP 3.) JOINTS TO BE POINTED FLUSH AND FULL 31r6„ a ' ` FOR NOS. I I a I2 - EACH SIDE I�. 12 2 8 r4 1 ,. 12 2 ^ . 4.) ALL PIPES TO BE CUT FLUSH WITH INSIDE WALL OF STRUCTURE. 75r ' 576 > 37 2t3r „ -- --- -- .,rl 5.) BACKFILL WITH PERVIOUS MATERIAL THE UPPER PORTION OF STRUCTURE DOWN TO THE OUTLET PIPE, BUT IN NO CASE TO A DEPTH GREATER THAN 3' BELOW THE TOP OF STRUCTURE. 2-#4 BARSPCONCRETE1 " 5'-10 %r 3'-10" LONG , 3 ., RECAST 0R , /11 -3 16 1 -1 /6 3 /1s' 6.) 2 OPEN VERTICAL JOINTS IN EACH WALL AT OR IMMEDIATELY ABOVE BOTTOM OF MASONRY UNITS -7 PERVIOUS MATERIAL. I � " � �� � PRECAST- CONCRETE w { ,3/��,;i 7,�� 7.) STRUCTURES SHALL, BE PLACED 0N. EXISTING SUITABLE COMPACTED MATERIAL cv 4 I 4 { I OR 12 GRAVEL BASE TO 6 MINIMUM OUTSIDE BASE. OR MASONRY UNITS . .p.... • p ;• a ' . q = �.. : POURED CONCRETE OR :9'•'• 4'' = 6:.:t' ' : .q:Q IE.• 6 I ' 8.) STEEL FRAME AND GRATE-TYPE "A" CONN. D.O.T. STANDARD NO. 228-D. • .• • - • • 54 /48" RCP - PRECAST SUMP - --POURED CONCRETE { 9.) REINFORCING IN TOP UNIT TO HAVE 2" COVER. I OR PRECAST SUMP; { rr 4'—Orr 8rr " { 5*-4r, 4,_4„ 8" 6'-6 �" " 1 -•T••-r—•--"^ 8n 30 _0 " 8tr - /4 FRONT ELEVATION SIDE ELEVATION 7'-10 .%z 4,_4., TYPE " C" CATCH BASIN �. 7y2" V-6 'r6" V-67i6'r Y2�� STRUCTURE NOS. 19,22,23 FRONT ELEVATION SIDE ELEVATION 2 2 3A6r, ,316' 0316' 031s„ 013/6, 3js,r 3 1/2" x 21/2"1xl/2 FRAME (TYP-) I � i 1 S4x9.5 3'-6" LONG 3 26" ( . 5/8" 313/6" I 3,31 s,r PRECAST CONCRETE UNIT i:='rl;, .: ': :. DETAIL :„A„ I ( TYPE C L CATCH BASIN DOUBLE GRATE TYPE H 2,r 2'r 83/4„ �17 0 12" 1'�-83'a" 1 to 5 N STRUCTURE NOS. 9, 11 ;�1.2 713, 15 , 20 00 7r ' 131 ,316, Y PRECAST CONCRETE OR I X _ r R- 21-0rr X _ MASONRY UNITS ,r 7 yx,> 1'.....6 7/s" 1'-6'/6" Y2� �r _,_ _ I - _ I _ _• __ I i.,. _ f � Z � 2 2 3 » 13 r 3 ,� 3 " /3 , 3 „ f — ^f — � r �' •i- ,� ______' N 16 16 a16 alb a 16 16 :r. o .:D.: q• POURED CONCRETE OR PRECAST SUMP ~' 5'--5 1 " . 35/6" 35r6" 13 " I ,3 „ 2 3 16. 3 16 Y f to 8 " 3r Orr to _::::_ ECAST CONCRETE UNIT SECTION Y Y --- `. . . PR T SE — 1r I 'a: ''"° ' `' °: PLAN I I 5'^4„ 4,�4„ 2" 2,1 83/4„ 1 „ 0 2 '�-8'6" 1 ,r 7'-6" N FRONT ELEVATION SIDE ELEVATION 7r ' r6 I �31 , 1316, ,,yr cn I ( 2 --11 5 --5 10 ------------ t� �� I 12" TYPE C L CATCH BASIN I 54°/48 E RCP PRECAST CONCRETE OR ' I ..� :ry.�; STRUCTURE NOS. 3,4,6,8,10,I4,16 MASONRY UNITS I lo 54" R.C.P. - + I I -7 - Q ��� //J 2'-3,r 12" 20`+ RIPRAP DITCH I �Me (54„1 .. 0 D. ➢ .'tl '/ :' f' POURED CONCRETE OR 4'k:_ ,., EXTEND TO I' ( 61 PRECAST SUMP jr \ r, 4r^Orr 8,r rr 3,^Orr „ 3�� STONE ON FILTER ' ;`~ �► ' (54" FABRIC ( FULL LENGTH) 00 �1 5 B.W. / „ 3' B.W. t6" SECTION X—X R = 1 1 z 4 to END VIEW 5r^4rr IK - 54" R.C.P. AND SIDE ELEVATION EXIST.36" CMP FRONT ELEVATION - TYPE C-� L CATCH BASIN CONCRETE CULVERT END AppLT 54" PIPE BETWEEN PONDS TERSER sciErrTxF�c, xrr�. STRUCTURE NOS. 112, 517 83 GERBER ROAD.,-VEST c� .SOUTH .WINDSOR, CT 06074 3"/FT. BATTER TEL.. (203:) �64�4-1551 N NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: 18" INTERMED. RIPRAP D S H L B CHIEF DESIGNER: r FUSS&O"'NEILL"JB.. 12"GRAVEL ON FILTER I I - � � RlMVIEWED BY DATE . . FABRIC i /2 S .,p., 1 /2 S ; consulting engineers " ' " , . rr „ I $ BOUNDARY 36 3 -2 6 -6 12 -6 2 -7/2 ' :` MANCHESTER , CONNECTICUT FIELD EDIT _ GEOMETRY SIDE ELEVATION FRONT ELEVATION 54" 4`-e" 8'-0`'` Is'-6" 3'-0" DRAFTING DETAILS OFFICE REVIEW CONCRETE STANDARD END-WALL ) , REVISION DATE: PROPOSED G ERBER SYSTEMS STRUCTURE NO. 21 a TECHNOLOGY FACILITY ® © ® SULLIVAN AVENUE SOUTH WINDSOR CT. . SCALE: NOT'TO SCALE , PROJECT FLD. BK. DATE - _s5 35o a 12-21 s9 SHEET NO. D2 OF PAVEMENT S BRICK-ADJUST FRAME TO FINAL RECAST SLAB TOP FINISH GRAD E GRADE NTH A MIN. HEIGHT OF ONE COURSE AND A MAX. HEIGHT'OF 12" MANHOLE NOTES - RUBBER "0„ RING ALUMINUM MANHOLE STEPS GASKET JOINT I PAVEMENT GRASS TO BE CAST IN PRECAST UNIT 1.) ALL PIPES TO BE CUT FLUSH .WITH INSIDE WALL OF STRUCTURE { DURING CONSTRUCTION (TYP.) 2.) MANHOLES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED BIT. CONC. TOP SOIL FINISH GRADE MATERIAL OR 12" GRAVEL BASE TO 6" MIN. OUTSIDE BASE SLOPING SHELF 3 ; BASE TO DRAIN 3.) MORTAR IN LIFTING HOLESOR x oo -1 ---------- �_ - -- _�__ SAND APPROVED PERVIOUS IO _ 4. PAINT 2 COATS OF BITUMINOUS WATERPROOFING MATERAIL ON OUTSIDE WALLS OF STRUCTURE. APPROVED PERVIOUS .�/�/�I BET. CONC. - - w w " :�. ) 3 MATERIAL TOP SOIL Q o :` 3 -0 DIA. 5.) PROVIDE 4' MIN. LENGTH OF PIPE BEYOND FLEXIBLE SLEEVE `\t! SUBBASE ` BASE > ! i FOR STUBS AS NOTED ON THE DRAWING OR AS DIRECTED BY THE ENGINEER. NOTE: '�� ��': .: •: f z coArs BITUMINOUS , -----FILTER FABRIC �, �; • WATERPROOFING MATERIAL 6.) PIPE TO MANHOLE JOINTS SHALL BE SEALED WATERTIGHT BY USE FLAT TOP MANHOLE TO cT ------------ z OF PREMOLQEp ELASTOMERIC SEALED JOINTS SUCH AS: LOCK JOINT \ (\ BE USED WHERE HEIGHT ;.' FLEXIBLE MANHOLE SLEEVE MADE BY INTERPACE CORP. .,PRESS WEDGE 11 \ SUBBASE I SAND BACKFILL OR PROHIBITS THE USE OF ; o z CONCRETE OR BRICK MADE BY PRESS — SEAL GASKET CORP. ,OR AN EQUIVALENT PRODUCT (�E APPROVED PERVIOUS uj ,•: LINED INVERT '�! '� CONE SECTION. o a n_ 0.8 x DIA. \ \ MATERIAL 7.) 5 DIA. MANHOLES SHALL BE USED AS NOTED ON THE DRAWING OR AS \ \ 6 PERFORATED PIPE z DIRECTED BY THE ENGINEER HOLES DOWN STORM L— —•--- _ BRICK MASONRY OR 8.) MANHOLE FRAME AND COVERS SHALL BE OF THE TYPE INDICATED I PIPE I 2" MIN. �. (' • f: CLASS A CONCRETE BELOW OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED. " ,� :; �, :�' ;I• _ 3/8" STONE 6 FLEXIBLE SLEEVE (TYP.) SEE DETAIL ; " 6" \ 6" 6" // /�// //� \ 5"IZ 4' DIA. 5" \ MIN. MIN. \ _a•::_.. : FILTER FABRIC m OVERLAP 6 MIN. STAINLESS STEEL STRAP \ BOTH WAYS 6" \ 4'-10" DIA. 8" 12" 6" PRECAST CONCRETE MANHOLE MIN. MIN. MIN, 3/8" STONE APPROVED SEALED JOINT BASE TO BE CONSTRUCTED ON SEE MANHOLE NOTE 6 SUITABLE UNDISTURBED MATERIAL ; NOTE: ADDITIONAL UNDERDRAIN MAY BE REQUIRED AS A RESULT OF OR GRAVEL BASE (TYPICAL) a TEST PIT INFORMATION. ) FLAT TOP MANHOLE (REFER TO MANHOLE NOTE 2) 6" PERFORATED PIPE CONCRETE SUPPORT (CL--A CONC � ;�: I HOLES DOWN TO FIRST JOINT (1'-6" MAX.} _ . , ,.-6" COMBINATION U N D E R D R A I N END OF PIPE SMALL BE CUT q ' _�'. MAXIMUM U N D E R D R A I N - FLUSH WITH INSIDE WALL (TYP.) d_ q: STAINLESS STEEL STRAP LOCATION / STRUCT. No: 3---4 —2 tv :'�: ;.q:': :a; 6 -5 r .'. 8 -7 4:..... 4. 10 9 i 16-15 i� 18--19 15 I ii I i HEAVY DUTY FRAME AND COVER I I TOWN STANDARD s" 2'—O" 8" ALUMINUM MANHOLE STEPS ._. TO BE CAST IN PRECAST UNIT DURING CONSTRUCTION TYP. : BRICK—ADJUST FRAME TO FINAL GRADE CONCRETE SUPPORT CL—A CONC. WITH A MIN. HEIGHT OF ONE COURSE AND { ) {. ' A MAX. HEIGHT OF 12" TO FIRST JOINT (1 —6 MAX ) z 3'-0" DIA. 2 COATS BITUMINOUS WATERPROOFING MATERIAL ----FLEXIBLE SLEEVE .{` - _�__ ----- ----------- { LOCK JOINT FLEXIBLE SLEEVE �•.: RUBBER "0" RING - GASKET JOINT (TYP.) 3.- " CONCRETE OR BRICK LINED INVERT {At �-• ----------------------- APPROVED SEALED JOINT z _ SEE MANHOLE NOTE fi = o w SLOPING SHELF---,,, 0.8xDIA. m o TO DRAIN i A IF GREATER THAN 6" NO 2" STYROFOAM r ' ':` 1 t .:' CRADLE IS REQUIRED BETWEEN PIPE 1 AND CONCRETE III III 2"-MIN: t j: -----------_------------ -------- ------------ ,::;:'.. 5" MI 8" P.V.C. SAN STAINLESS STEEL STRAP FLEXIBLE SLEEVE (TYP.) SEE DETAIL A -----_ END OF PIPE SHALL BE CUT -- FLUSH WITH INSIDE WALL (TYP.) » 4' DIA. S" t f• 1 �. CONCRETE SUPPORT (CL--A CONC.) + f ? •° TO FIRST JOINT (1'-6" MAX.) 4'-10" DIA. 54" R.C.P. BASE TO BE CONSTRUCTED ON APPLICANT:—' , , SUITABLE UNDISTURBED MATERIAL OR GRAVEL BASE (TYPICAL) CONCRETE CRADLE EXTEND TO GERBER SC2Ei�TTFxC' (REFER TO MANHOLE NOTE 2) 12" IF TYP. UNDISTURBED SOIL 83::GERBER :ROAD WEST 0 SOUGH WINDSOR ';CT 0.6074 {' } ; TEL (2(33`) 5441551 00 NOT RELEASED FOR. CONSTRUCTION CONCRETE OR BRICK— LINED CONCRETE CRADLE- PROJ.- INVERT �_. .I•• .•.• MANAGER: �•:'.•I' :.( CHIEF DESIGNER: BRICK MASONRY OR t , FUSS&O NE1LL I: CLASS A CONCRETE { t•:: i REV 1 E W E D B Y DATE Consulting engineers BOUNDARY MANCHESTER , CONNECTICUT FIELD EDIT GEOMETRY - SECTI ON A—A ' • D.RAFTING DETAILS • OFFICE REVIEW PR ECAST CONCRETE MANHOLE PROPOSED GERBER SYSTEMS • � REVISION DATE : TEC HNOLOGY - - ® © ® SULLIV V AN . A ENUE' SOUTH" =WINDSOR , CT. SCALE: NOT TO SCALE . e .PROJECT FLD K - DATE 85 350 A 12-21-89 SHEET