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HomeMy WebLinkAboutPlan 88-64P Standard Printing site plan LETTERS OF APPROVAL "`~-- St aTIdL �d Pr irt t._n . I „ g Inc �'_ October 27 , 1983 Revise existin c:uxb cat so C�.t�I-c� ,5 no encroachment on � 5jr4L 1540 SULLIVAN AVENUE SOUTH WINosoF?. CONN. 06074 town tJ`^T1tr it property. Af'CA CODE 20 /644 2511 - 10 . Landscaping needs to be increased, subject to Town Staff a ppr6va l . 27 October 1988 11 • Expose the "paved over" :;tormwater n►anhole .in driveway. 12 .. Drainage will be subject to approval of the Town Engineer. -� All ' riew pipe to be RCP or equal; CMP is not allowed . Standard Printing Inc . 185 Nutmeg Road South 13 . GLeater detail is needed for lca,d.ing area grading and South Windsor, CT 06074 retention walls . c` and white transparent mylars of Sheet #3 with the above rc : Appl.. ORB-E4P, Standard Pr nten: Site Plan rrcdifications , together with thre< b1.uep-; nt co- piei. of the entire oL ns , must; be submitted to :Iii.i Commissi.•)n within 30 days tG Gent amen : `,e si--ar:wed and signed . The lett'c?rs of approval of this r:Oi11AliSS1on, ds gel L as the Inland 'Wetland:s Agericy_'Con ervaLion Commission, muss. please-11 to advise that t.hr- and Znn i.n; :r.r:. . =.. i.c,-. :-c 2:ep:. xduced on the mylars . on Oct . 25, 1988 Lr• approvr; the ,7&. t:.onod plan of development in accordancF 1:.ith Drawinr_ is l , :> , G: :: Aft?, the mylars have been si-jr.ed by the Commission, they .1 be catceci 11-2-87 ; #2 11-2-87 rev . 9-14-BE ; arLd r7 da*_en 6-13-8 0 returned to you for filing in the. Office of the Town C1e-, ,thin 90 ctr�:g�lxeci by I:urek El�girleerirtg Assuc:iat'..aF • Inc . , Project, 1�c E7- °7 , lots . After filing these plaits; , a c,-) y of the receipt rill l� an j with .the followi-ng modifications: suh;m.i t: red to the Planning D,�?p.c rtment . 1 . Prior to commencement of any S1 -�E' work, a moptinq_ must be Vely truly yours, held with gown Staff . FLA.N33IidG AND ZONING COMMISSTON 2 . No baildi.ng permits will be issued until the final mylars have been filed in the Town Cl e- -k ' s O:f f ice . 3 . This application is subject to the conditions of approval Dal•id H . Sorenson of tn_ .Jnla.nd Wetlands Agency/C=ansarvation Commission . �%ic:e Chairman An as-bui:1 k_ plan is required pri.. , t-o issuznce of a C.C= M. Gantick, Director of I'-%b1L,: works Certificate of Occupancy per Se,- t i or, 4 . 1 � . 1 " of `he ,rcni.i_c7 F . Shaw, Supt . of Pollution T,ant rol Regulations . J . Collins, Chief Building Official f r E . Bel -leville, Assessor , A landscape bond in the amount of si0 00.0 is required and W. Lann.ing, Fire Marshal P � 13 14 15 must be submitted prior to filing (,f mylars- \ � =i . Banach, Planning Di.r,�ctor Registrar of Voters � � � r-4 E: All plans .used in the field by the developer must bear_ the Inland Wetlands Agency/Conse:rva c ►t Commission stamp and authorized si.gnaLure of the Town - of, Shull; P7.0 File � Windsor . ✓Engi nee, �' r PROPERTY CINERS WMEI v A 500 Appl_cant JOHN FITCH BLVD. Site s.L:e ,tmus r, r: filled in or, `;i.y mad+; i r.cr cti lea:-l:s F1: RADIUS �F SITE spaces must bo indicatr on ; ,. ,:-cc,r.1r}11 c a,n anri U. S� R 1. The May CoI1 T .QUT - stamx) must t,e added t: , i njj, :1. aF."!1, t-,,flT-� .1t!d 1 _ Y !PAY 2. Peterson, Susan L. Sewerage is :.object to +pproval of the Sur.c�ri ..tencient o Poll.ul"orl Control pri-oI tO 1 ;: i.li:F',�"t: of bul,.11c r 3. D'Engenis, Peter R. & Katherine i'i. ; . Capuano, Elio 5. Frit -Tay, Inc. 6. Ton of South t Iindso: X �•., 7. Conrail 8. Bourque, Wilfred L., Jr. & LXk :e, Richard J. j _ �`✓ 9. Chopsti:� Chinese Food Inc. ! 10. Bridges, Robir► K. & Colby E. -B -"�-$4 11. Gaines, Roy S. & Susn E. I '��� 12. Brewer, Norman W. & Carolyn r I I •� \�� O 13. cbnaci, Rocco C. & Paula' 14. Cbnaci, Rocco C. & Paula November 3 , 1988 4 1 15. J. E. Separd CaTpany Ip� 16. 0 & 11 Heat Trot, Lnc. Standard Prititin Inc . �, g I 185 Nutmeg Road South `r✓ r 5o:eth Windsor, CT 06074 I I LONLIdG DATA R.F.: Application #BB-64P - Standard Printing Zone: IP (Principal: Use - Office/ Manufacturing) Rec��red Prrvided Lot Area 40,000 SF 2,55 AC. Dear S i.r iDt Width 100, 334' ` Licit Depth 150' 237' At t.ne October 24 , f988 meet.. -ag, the Inland Wetlands KEY enc:y/Conservation Commission approved with modifications /� Stories 2 max. 1 Anpli=~ation 988- 64P -- IWA/CC permit for the construction of an f��`1 � Lot Coverage 40% max. 38.54% industrial building addition located on the westerly side of Nutmeg SCALE / � ' � ��O Impervious gage 65% max. 64.99% Read east of Route 5 1 zone . J AL Front Yard 50 91 /� Side Yard 10' 13' ^.. :: :cl.lc.winc, modifi_l.atians must Lri� adhered to for this permit to A=2 5,5 AC. Rear' Yard 251 261 ,. i... d : , . .� -D DRA II�A � 0�ce) 1/1.2 29) 29 i Three ( 3 ) blueprint copies, of the approved map with rill {i4�nufat,4�rin;)1/2 erlp_ modifications be submitted o the IWA/CC within 65 days for f-`SS SAN. SEWER ,32. �- (16) 22 review prior to any construction activity on the site . 2 . Construction activities shall be subject' to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. Applicant: Hr: Leonard Saffir 4 . The permit i f valid for urge year and shall expire October 24 , Str-uw4a d Printing • 1989 . 185 Nutmeg Road Sc_xit,i ' S . All approvals required raust be obtained and submitted prior to P.O. Box 52 any activity on the site . South ll relsor; C 060'/4--0052 6 . We recommend a bond in the amount of $2000 to be submitted to , Planning & Zoning Commission to ensure compliance with the , erosion and sedimentation control measures . - f 7 . SnoHfencing- .shall be placed at the drip l'ne of the trees to protect them from damage . Ir &V �1Lk � LJ ja �d PROPERTY OF STANDARD PRINTING COMPANY I$5 NUTMEG ROAD SOUTH SOUTH- WINDSOR , CT L.UCEK ENGINEERING ASSOC. INC. - Very truly yours , -a NO. REVISIONS DATE „ i scALE I = 40 nArE I i - 2-fl"7 w r CONSULTING ENGINEERS q � __ "��, - _ W�- _ / �Err-�s o•�awl c►iat 2YS-89 �. r �, yt� `�.+ y ' /,' 490 SUCKLAND ROAD KJ K E W L � �)�<�•/!`- � �4t�_~��l /" > DRAWN CHECKED � John M. Moran, Jr. (% ai.rman THIS MAP IS COMPILED FROM OTHER MAPS DEED DIMEN �: ��.�. ;���,� SOUTH WINDSOR. CONN. yW, C� SIO:NS' .AND OTHER SOURCES OF INFORMATION, NOT TO BE :� ��' �. 203-644055U PROJECT87-97 SHEhT I of 7 .TyYJr. /pmtrt CONSTRUED- A-S AN ACCURATE SURVEY AND SUBJECT TO � 5sr3. I HEREBY CERTIFY THAT THI , MAP AND SURVEY WERE PREPARED STIN AC RDANC WITH THE FINAL CHANGES AS A- MORE ACCURATE SURVEY MAY '� f �st�c�� ¢� STANDARDS of A CLASS SURVEY As NED I H E ODE PRACTICE DISCLOSE. NN CTI u R' E� c FOR STANDARDS OF ACCURACY OF SURVEY D M AD P ED THE UT ASSOCIATION OF LAND SURVE ORS INC. r `'L • laced ' /. Note- Snow fencing to be trees along Drip Lineof along Nortl"rroper y line . to prevent damage---bY c:on- struction vehicles. T N/F ._ TIDE MAY COMPANY `71 �or� LOADING AND PARKING AREA `}�� .�� �z. �. a �.va DETA'I L PLAN +�� �-- H 76� l�O` 2.8"W� SCALE I'=20' c _ T/F 72•o c FF-752' , , 74 295A0' P D O D F F 75.2Q =, 1 w � w 7 5 �z,5 7 5 7 5 - > �. p 75. 4 5 CONC WALK W _ 0 LOADING DOCK PROP �" - 7 4 t ' . v �7 2 1 `` �. LJ f J ADD1T''� =25)51'0 W Cs ,I _ _ 73 S}`EEL POST & GUARJ RAIL. CONFORMINGO aid 7 f CANUF'ACTURIiG) , m `�' NJF ° TF TfN CONCr _ _ -PROP: o o , J F L 69 d E ; CONN. o.0.T, FORM 813, SECT/ON 9.10 9' 9. . Q/ Z.4``' WADI MG 0•D.p r F:D �cu D ,ENGEN LS N PAD 8� CO NC. .. HA �s SWSMH.' ; 73 j ' �i .� 150:00� c . ANO 75. off: l.aT 2 2 � n i, - , 6 EMENr . �. - FG 68a y/ ❑ 7 5.26 2 SW.S TO 5 REMOVED75 2411171111 I ' � , I E'XlT, BL DG. cc �s:, s� ao Co ON' -► -j �► r y SF "rW AS ITS F:' CONC. � - � 1 A 15;O0 1 .cQ £X L o t}UMPSTER PAD Q Q w z \ 1: `� „ „ o MAt�IUFACTURING} o' �� $ �t"�z W/STOCKAQE FENCE �3 7R:5 o N VAR if 3► o a Cr 74�LL �c POURED CONCRETE , (3,500 P.S.i) ! • n. q CJ 4'9' l 75,30 — FI' igt-' :_ILL, 7 LU s LIJ 1 F f OF,f1C 'SNIFQ.OQ' ao ct r Q T qQ. o - r�s �I 73 CONRAIL ❑ • - /2 I. OFF 1 i . , f -I 75 'SF: 3 z g N WALK-RAMP ' EXIST. 'CO C. AL -- 60 T YP/CAL CROSS SECTION u� 1 ozF- - AV O ' ER-TO BE EXPOSED 73 75 COACRETE RETAINING WALL (GRAV/TY) ' . , e PROPOSE , 2$ u • ttifTH STEEL GUARD RAIL � - =•-• - 'x. I 3 - - _ S CP `7 3 GRAVEL 5MH ENTRANCE V . 4 _ I ' `C '•$, /'� T. .. '2:8 0 PAD , bill ,>- i pZL, 5 . 25 TYP . �hQ Easement for pavement t and 72 ; . TF 72A JA }'� F L EXISTS _ maintaner>,oe to be granted to 4bHm of S S W 5 M H South Windsor.. WAVED OV;'ER ING t� COVER EXtS I i E� 02 N41F o TOWN` 'OF osED co HEADWALL CO SOUTHUU SOR DETENTION POND QESIGNED TO ACCEPT DEVELOPED _ %l 71,,., RUNOFF ' ,FROM PROPERTY OF APPLICANT) - E - HEA©WALK "`•' - ----....- .: _ -•---�_.__._____---•- • _x. - a i / `/ --% L E G 4 N 0 c c. Hard Saff r �8:� Iduti.,� i�ad south • P.O. E�jx 52 -8'8 --�--` EXISTING CONTOUR CONCRETE PAVEMENT _ 138 PROPOSED CONTOUR BITUMINOUS CONCRETE PAVEMENT mouth rn?izulso ' CT t'6U7k-0US2 a 88.41 EXISTING SPOT ELEVATION ROLLED GRAVEL' SURFACE X 88 PROPOSED SPOT ELEVATION 6` BITUMINO CONCRETE CURB - SANITARY -SEWER'S MANHOLE' TURF --- -- -`UNDERGROUND ELECTRIC a TELEPHONE WOODCHIPS NOTE: Site is not effected by 100 year STANDAPD PQI/�/ f/�/ ' —6i-- C LOW EVERGREEN SCHRUBS flood plain: r , , V II v �] ; TOPO-GRAPHIC PLAN - GAS SERVICE Site does not contain any designated -W- WATER SERVICE �••R>;P RAP Tnlarrl wetland soi),3. - UTIL-fTY ' POLE E 8 PVC - Q; AREA FLOOD LIGHT 6� STOCKADE FENCE F�OODLIGHT SEASONAL. FLOWER BED PROPERTY OF STANDARD PRINTING ' COMPANY ® POST LIGHT - ■ EXISTING MERESTONE 485' NUTMEG ROAD SOUTH SOUTH WINDSOR CT HAY BALE BERM PROPOSED r�RESTONE E L U C E K ENGINEERING ASSOC. INC. 1 1 PERSONELL DOOR • EXISTING IRON PIN OVERHEAD DOOR O PROPOSED IRON PIN NO. REVISIONS DATE. SCALE IL 40" DATE II HANDICAPPED PARKING SPACE ;^xF' CONSULTING ENGINEERS Q ! SYNTHETIC #?AhRSC SILT FENCE i 490 SUCKLAND ROAD DRAWN FC�I K CHECKED E YVL FOLIAGE LIMIT SOUTH WINDSOR. CONN. �. •PEti/S/dt.L� L 77 R.S C>f - ti.. _,n ,, . • t SPOTGRAl1E5 ' F'r.1ALG ESi"1 3-/58 203-644-0550 PROJECT87:9T SHEET2 QF.T ! 5 i I HEREBY CERTIFY THAT TH $ MAP .AND SURVEY WERE PREPARED ACCORDANCE WITH T £ ► - STANDARDS OF A CLASS '2 SURVEY AS DEFINED IN TH XISTING'i`"C DE OF PRAgIP E: 4 ;•:' ` � ,° t al'3' - FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS" D ''BYi £' ..CO( ICUT" i N - - _ \ - - ... .. "=a;{,3L.is„•Lrfu`::" _ "'!f.X'�+�:x,ar'i' I A ,� t ..E � tAu• - C;: ,..•/. . ''-b '> SSOCIATION`' OF LAND SURVEYORS INC. _.... - a • a - - _ _ -- . .. a u'4' 5 Y Nf F THE MAY COMPANY �--- N 76°- 334.00 A = 111,078 SF A= 2.55 AC -- _ 295.00, k k � 4 z Z Q w > O ADDITION 10N � L,;��m o o PROPOSED `) >cx ►2 Xda F-a w A=25,510 SF IsJ (MANUFACTURING) o N a N �n u LOADING ) cc< DOCK � f F �� 150.00 N - D'ENG ENIS uj W LL � a z LOT 22 o j 7 cr CONC DUMPSTER PAD • U. ""a W/STOCKADE FENCE o EXIST C3LDG _ oa " I o A= 15 015 SE © h..t--: w o>°.? �i N fY a to o o X �cx NIF o N o - _j� _ CONRA IL o oI 160.00' PROP. `ADDT06N CONC. WALK (oFFtcE) 1,875 SF 75,00' J O N 0 U t DS T , Al A E 0 7 .0 LO kl - 0 t_ PARKING PROPOSED l ' cc a q 1� .E ' 7E•3�, I T MDC .- ______ EpSEMEN a POLE r� 1 ' WATER lINIF �•�O� ,o E TOWN OF SOUTH WINDSOR co AWli wlt: mr. Leonard Saffir ' �:. 35uutmeqRoad +,....' y t•. .. - s P.O. 13CIc 5— Scauth [-7irdsor, CT06074-0052 :3 TANDA PD PRIN TING f.. • PLOT PL AN PROPERTY OF STANDARD PRitVTtNG COMPANY f 165 'NUTMEG ROAD SOUTH SOUTH WINOSOR, CT - LUGEK ENGINEERING ASSOG. INC. �. wo. REvisiots DATE sca�E l"=.40' DaYE t t -2-B 7 CONSULTING ENGINEERS DRawN KJ K CHf:CKED E W L• f 490i1 S UTN W[NOSOR. 0 N. PROJECT87-97 ! + SiiEET 3 OF 7 203=644-0550 ! - - - i' Rj yz t ifi` r'r z u ., 1 HEREBY; 'CERTIFY THAT TIiIS MAP . AND SURVEY WERE PREPARI~l IN ACCORD?�NCIT WIxH; E : .: A-2 AS DEFINED IN. T E ^ IST)N.G "C�OpE OF PRAC4TIC 23 ' STANDARDS OF A CLASS _ SURVEY r r r� p THE COIVE� T •_ c�-+- ✓ ,.:1 FOR STANDARDS. OF ACCURACY OF SURVEYS AND MAPS DOPFE6 13Y1 '.. �.� SURVEYORS IN iATION OF LAND S.UR'VEYO - - - I•flYJ.rI .a1- ASSOC tiN11 lIIP6Y i Y<�YY l.M.19. ^..ti._..•rG 1 THE MAY COMPANY _ N 7 e-- 16 2p+ w = 334•00 A = 111,078 SF A= 2,55 AC 2 RY ---- - 95.00' ZpzQW > 0 PROPOSED ADDITION Ln >Y cx XCL aoa A=2_5p510 S F o- w (MANUFACTURING)' a o. Q LOADING ~ 10 I DOCK f11 NIF wa150.00' N - o D'ENGENIS Q Z LOT 22 0 EXISTBLDG• �'. � u.. F..a _ CONC DUMPSTiwR PAD W/STOCKADE FENCE r ., rn A= 15,015 5F p a Z. N'F a � 0 o o x . o N o x Cc � W _ < CONRA IL ' _jW 01 f 0� I 150.00' o, ----_ a. PROP. ADDITION N ^WAL (OFFICE) 1,875 SF 75.00' DS ri 20 D AINA E 0• TO N U ;t PROPOSED _PARKINGCC \ �� C ( , 7 4 ` ► 78.MD' a= + pSEN►ENT MDC :•`--" Q 1 � 20l `HATER E iS3,ro4 ____-_ ��---.._ � � POLE i t 0 1 W. N 1 N 18 - 2 4- \3 '�� 02 � N I F 20 02 TOWN OF SOUTH WINDSOR cc r1r. Leonard Safi=ir 105 Iti ub tey Road South P.O. tits 5 Fy-tuth i-7indsor; Cr 06074--0052 S TA NDA PD PRINTING PLOT PLAN , PROPERTY OF STANDARD PRINTING COMPANY 185 NUTMEG ROAD SOUTH SOUTH WINDSOR , CT LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE 1"- 40' DATE 11 - 2-8 7 CONSULTING ENGINEERS DRAWN KJ K CHECKED E W L 490 SUCKLAND ROAD r 203 644 --" �- JECT87-97 SHEET 4 OF 7 ,5 . r''1 ., .i-c�R•!' t� '`-<�+'• SOUTH WINDSOR. CONN. -0550 PRO F t . t T - j 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANC Wl H 'f,HE ` ` 'I' f STANDARDS OF A C:ASS A z SURVEY AS DEFINED IN THE .E�STIN.G 'COPE OF PRACTICE✓ i L .. ;.. FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS �.Agf�P7�Ed'`By THE-- CONVEC�TY01 T ! Am�l_ ASSOCIATION OF LAND SURVEYORS INC. '. ..€ - ...:. - . _ .._.. __._x. •+._..+ti-ram.....-. _......_ _ - - ' i (X)tk MVATION PLAN NARRATIVE _. ALL ACTIVITIES tllll, BE IN ACCORDANCE WITH Si C`.L'IUN IUD PAGE REFERU-4CLES, "CT GUIDELINES OF SOIL EROSION AND SEI)IA-U- TP CONTROL" of the C0t4NWfICUT COUNCIL of SOIL and MAT ER CONSERVIV'1011 January 19U5 1.. Individual responsible for Erosioli acid Sedirlel-it Control: / Kenneth Sa.ffir Phone: 528-9911 (work) 2. Gravel entrance/exit pad will }x' instal.l-ed at drive 4ay. / Y P!acemelt and Construction of a Synthetic filter 8arrier - . All storm water discharge areas to be protected by fabric filters. (SEE DETAIL AND PL74 FOR LOCATIOid) 4. Stabilization of disturbed areas will be accomplished within 30 days ��L . of disturbance in the following mwiner: �,�� _ / SO, y ! I. Set posts and 2. Staple the A. Temporary vegetative' cover, if needed, shall ix-, as follows: .-'.I Set Post ,,and Wir. __ f�I .ire ,r,l+ > >' AJ trench. set Post fenslny `rncrn re annual rye grass shall be api.lied at the rite of 4U lbs./acre r nhi• dpwnslpt5.!_ I. I end ost 1./ (from 1Q, . between 3/1 and 1Q / 1 - 3/l, stabilization wi.1J ]xx t +r, •. ,r,,. 1I I I p accomplished by application of mulch at flee rate of f tons/acre • B. Permanent vegetative cover shall lie as follows: l.- Yards and-lawns to kx-, maintained: 4" ]Minimum 7 Kentucky biuecJras:- 20 lbs./acre l� 't+„=_5u :z" min. :it It , "'="l=' depth - -II1«jy1, tw`1 h+- Creeping Vera Fescue 20 .i.las./acre t•I�5'�—' -' I: Irr3 • • Perennial Rye Grass 5 lbs./acre CT DOT 2"2. Detention Pond, Drairageways: - I , ( P" II'� 3. Attach filter fabric 4. Back`il! the Reed Caarlarygrass 2Q liaS./acre (C3Qo} :+...• to the wire fencing ( 1` trench and ' and extend it to compact the Red �P 5 lbs,/acre (20'�) FILTER FABRIC I 1 the trench. t • eccavatrd soil. • 3. 'Steep slopes not able to Ix mo7 Ted regularly: Creeping Red Fescue 20 lbs_/acre , r. Reel Top Z lbs./acre I Compacted C CONSTROCTION ENTRANCF k ; e., , 8aC fill CrOWl1 Vetch flf�Nl`IJ .. I .t�-15 lbs./acreL-Te rt_ -� :,_r�l_„� 5. Al.i non-structural erosion control measures such as mulching a.lrci _ r,,,,,. -1;,1= dust control shall be in accordance with chapter 7, "CI' GUidelinC3s" 'x4 wooden sta4.es driven �.�~mtn. of 12 inches Into 6. A. Commencement of work shall start as soon as possible after �_3ppruv5il.. the n stop. �-r B. Install gravel entrarrce/exit pact. + s'o M aeL1Ec� s;�ue Wooden }ateral � C. fill and grade area with approved Material. � � . � cress braces �=^_I + t \y as needed = u f + ! �•.. t.=Z Ir.. _ D. Construct buildings in accordance with town planning regulations,E. All excess earth to be .removed from site. +n12 � = :'ode r��'.''~- 7. Site does not contain awry u�signated Inland Wetland s:�ils. flow 8. Site is not effected by 100 year storm. / "atcli lie•,In Silt ••:rt•.!m;t:+li_atlpn at 'Lt. 11_1:US Ini '.dY •ie le• 'n.idfi,!l1Uu it dt[h ba%ln• - SEQUINCE OF C1061STRUCI'ION 1- Install gravel entrance pad. . 2. Install silt fence per'plan. 3. Stri}• from construction areas; stockpile in south corner of property. 4- ;1mrq)orary seed topsoil stockpile. " 5. iZemovu pavement in proposed building area - remove frail site. 6. ' Construct building and parking- 7. Penile nl,, ,.t zeei all exposed areas. 8. Landscape per plan. 9. Clean all catch basin sumps. 1 , STANDARD PRINTING CONSEPVATION DETAILS PROPERTY OF STANDARD PRINTING COMPANY 185 NUTMEG ROAD SOUTH SOUTH WI NDSOR,CT LUCEK ENGINEERING ASSOC. INC. m NO. REVISIONS DATE SCALE N/A DATE }-13-88 CONSULTING ENGINEERS 490 BUCKLAND ROAD DRAWN J C P CHECKED E W L 3 SOUTH WINDSOR. CONN. m 203 6440550 PROJECT8T 97 SHEET 5 0 F� 7 a I HEREBY CERTIFY THAT THI MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE • STANDARDS OF A CLASS N A SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE FOR 'STANDARDS OF ACCURACY OF SURVEYS AND MAPS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC.