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97-80P_DONALD CHILDREE & AARON ADAMEC_COMMERCE WAY
/P '1 F. N/F ,/OHN A. /KARAL/NAS 1970 /OHN FITCH BZ VO. Vo% 778 Pq. 84 ASSESSORS &410 193 LOT 1 5 83'-57• 45" E 15'5 77' F�4SEMENT .'O 09' - N/F STATE OF CONNECT/CUT 87 RYE STREET VoI. 625 Pg. 469 ASSESSORS VAR 122 LOT 17 r � SE, 83'-57'-45" f 7'- (TOT1l_ = 327 67' ,/ i>� EASEMENT i I 200.9- -. REIt',G WINO LAND OF 0ONAL0 CHILOREDEN%SE ANNUNZATA 89 00/6 VZR- CE iYAY L OT A/4','E4 — 0.. 689.53� Ac. L OT 8A N/F p° '"P�4SE 11 /INN F/Tr'f�/ ��V /1/ /�I`' I -"DUA cc- 7r 11WA/ C77Y'Iv I ///'1..JL_ 1L vv///r / //v// SHARON FAZES & TONY GENI/A z \� INVIISTR64L CENTRE" j / /NDUSTR/AL CENTRE"" 81 CO/WW-RCE `YAY POR71-ON OF SUBDIKS/ON LOT IJ R / 20' 20' / PORT/ON OF SUBD/V/S/ON LOT 1, Vo% 822 Pq. 92 '� j ASSESSORS MAP IJJ 40, ' LOT9 "PHASE -Y v/OHN FITCH INDUSTRIAL CENTRE` \, %� SUBD101S/ON L OT 12 I ZO,17, t G' RZ ,VbYA- tf�;17s' T,Q6�l�' ZONE INDUSTRIAL (V -ITEM A/INIA/UA/ LOT ARm A//N/MUM LOT fNCAVTAGE WMA/UA/ LOT DEPTH M/N/MUM REcJU/RE MEIVIS PROPOSED � OND17IONS LOT 8 .TO.O.I.S S F. loo FT. _ 122.92 FT PROPOSED COND/T-IIONS LOT 8A SO. LUSS S F. /00 fT 11291 Fr. -- 20 000 S. F. 100 FT. 150 FT. ASOUTH XIND,SOR LAND R.E'COR.DS 1 ITC (. C / VC U r (/IT /TIC 1 TOWN CZERK DATE TIME MAP No. 70 Nc E-ST Cv- A/Y 14OW KEA',E' AND &Z/EF /WIiT A4 p /S Sl/QSTAN7kLLY CY.I•Pi4 rr AS N07M Ilh?W W AND )7" 5ZM Y AND U4P f'AS 61;E W P14LPXWV AN ACl WZk4CX" WN MCA&a M--.3'"- 1)NRU AV-.3W,i-20 GYM' 111E RE7YJL MOMS CIS" CMW,6 77CY/T STATE ,401 IES - "A//NYMUA/ STA atWS AW SURD -rS AND AMPS IN /WF STATE CK 06W1W07XVr AS E71h'X34,SE17 BY 711E 6LWNE0rXZ1T AS.SYK IA%V Cis" LAND Sllft,Era?.S AV /T /S A RESl49Z k)MM M4P - 0A)a1V4l S&#?Wr B4SE0 CW A AEPENUENT RfSURPEY CLWAaWO/W^ 70 hYWIZCWTAL 4CWRA0,,v 644.55' A-2. 07ZRj 12" 44T1.'' LtiXANE N1141AV P w � EASEMENT FOR R/CHTS `' r> J{ / i /' /' I EASEMENT FOR R/ H75 �F ACCESS AND ECRE SS / / / /1 ---AND OF ACCESS AND EGRESS O/ i AND SL OP/NG AND' GRAD/NO AND SLOP/NO AND GRAD/NO / / i / cASEMENT /N FAVOR OF L OT B ON EASEMENT FAO RBOF LOT $4 / /' i / ON LOT 94 643E4lcN_Cc/RVE OA74 ` R = 350 0C L,,J'- 16'-29" % T - 50.34100. EASEMENT CURE L1,4IA � ! .. / / ', / j � j ; .I \ A' t.c 99 66' 0.3'- 16'- 4B" / /! Chtl Bmg =. R = J50.. 00' / 7I L - 20 UO' 1 (_ N 8 2' -' 5 2' - _ 0 02T 1' - 1 ,, ' \ L, nod R. •, - 2004' - R = 350 00' LC = 200.3' (�Al B9' 25 "-U3" rY ' = 50.34' Ch/d Brng = \ l -1 - 10000, S BT- /B' 1.9" w _ 111 ' x /T/✓SWAY x K r'^`x " j N F z \UC11V,gLU G/7'/LU/'t"CC G8" UC/V/JAC fUV1V41/VZkg1A 89 004110RCE MY L OT AREA = 0.. 689,5:e Ac. IEfi C h y n g 6 = u 'C S/G T 0VE ' '- cyxX:- d B n ✓, � REI • x X r . S 80'-45'--36" c , SAN/TARP - _ MANHOL E £.ris'TiNC II AllEME T MANHOLE '` I I WAR c�1� -''O'O 'S4N AINGAS ni i+_ 15" /MCP'AA _ C-0 1 P N F CONDOR INVESTMENTS, L. Z. r: 86 001t1MER AE YAY ASSESSORS MAP 1, 33 LOT 7 SUBD/V/S/ON L OT 29 L_ E-GFi vp • EXISTING IRON P,'N N/F N/F SrATE OF IAOHN A. KARW 11V45 CONNECT/CUT � I I L or 8 i I L or 84 N/F "/ ' /Yfi/1 VC / CY /rL/-)C / SH41R'ON FAZES \ I AIARIE LEYACA' • 701VYGENU4 L� r\ N/F HARVEY POSE VARY- L EVAC/( 97 COVVZRCEYAY Vo% 550 Pq 19. ASSESSORS VAR /JJ LOT 5 "RHASE ff L109N F/TCH INDUSTRIAL CENT/ir'r SUBD/V/S/ON LOT 14 Lf101V 4!Z0 CN/LOREE 57 BEELZC9l19 R040 SOUTH H9NOSOR, Cr vvvi'i IZZ,FPHONE (850) 644-4687 T£ Vo% 906 / IPq 199 Vo/ 923 / Pg. IJ4 ASSESSORS 41AP 1,3,.E LOT & ZONE /NDUS7R- ML TOTAL A/S'EA = 1. J79Qt An Al2 O7121- _S F COPYRIGHT © 1998 MESSIER & A•SSYJICN7£S, INC. SVRWnWS - EWNEE'RS 'NESE DRAW/NGS ARE 7NE PROPERP- OF THE 1 NGWFE 4' SUh tFrO,R ANO MVE BEEN PREPARE'& SPLCIFIG4ILr FOR 'NE .'wNER F(W M/S PRGUECT AT INNS SiTL; 4VO ARLr Ivor io BE USED FOR ANY OTHER PURPOSE. LOCArol, OR OWNER WIrNOUr WRIraw CONSENT 0r rHE ENG/NFE R,1 SUM n OR NO 0ECL4R4l70N IS EXPRESSEO OR r41PLIC9 UNLESS THIS PLAN 8E4RS NC EMBOSSED SEAL OF NE LAND SURVEYOR AV01 OR PROFESSION,4L ENGINEER WHOSE 9Gn A"T APPEARS HEREON �pCc HAI r / N/F COND019 /NkESIWN- 75, L.L.C. LOC�TIDIV Jj4P SCALE 1-100' GENERAL NOTES INNS PLW WAS PREPARED FCW 7NE RESUE ,MM CF ASS=CWS LOT 8 A LOT IJ AS LIEPIOW IN 771E R R4SE 11 ✓CVIN R7Z'f/ INDUS7RW CENTRE I Y AT SYILLNAN Al2�NUE AND RYE- S7WE27, AND IN 7NE 0,91NKW 6V- INE SURkf� /T /S A ACY061YNS16W 414P - 6W101A 4L SURD�7�'- B4SED CW A &lc-P NaWT RZYt11? EX AND IS SUB✓£CT /rO SIVIV F467S 7MI'r A14Y & GKS0Z0-';YV WITN 7NE 1ER1c0RA01WE 0/- AN /Nbv?CLCND&-NT RESURLEY. RUZAEftY /5 4140E 70 7NE FOLLOWING Al•4PS.• "PiYASE- IT ,/YXIN 171W11 INOUSMI& CENTW ,, PfirWER7Y AT MUM" A{ ENUE AND /RYE S7Ra7,, SO&7H l►!NOSOR,, CCWNECTh^UT, SCALE.1 =1Cb; d4NU4RY ISi87, REb9SED NOK I7,WMEW E3-,, OZRRUZINf11WI hT Ak3V ~,, 40V,, CYWNECTK'UT, SHEET I' AND 'RMYE 11- "N Ar&W INDUS,WW CENME, RROROUY OF ✓f7 ASSCCL47f5 1AV., SUUM" AkFNUE AND RYE- S7RE£T, S2'.IUT l INN 50R,, CYWNEC'I7CUT, Sr,4L'- 1 =40" ✓4Na4RY 1.Si97, ZCWE..Z• PREPARED 9Y LUZZI EJW''/NE£RINO & SORPEY/M , SRaT -T or- 6",• AS-BU/L T, ✓fa'/N IcPrH INDUSTRNL CENTI?4C CW41E7SCF AVi4Y, SCl'/7H INNQSY.W CY.Yi4VEOTICUT, SCALE 1 =40', ,L4N1.64RY 1,995, SHEET I CIF 2, LUZZI E7lG'/NE�7P/r4C & SUR P / 1W. ". W rIV U4PS AR£ 1C7LED IN 771E )CU8Z V L4NO HVa?DZS' OF THE IVWN CF SOUTH #WaSn? AND 70 #H/V/V /PEFEREltCF &41V BE .4ML?Z- 7N/S )%WR7Y 70 BE Rf3V9AWMV IS SllaWSKW LOT IJ CIF 7NE "/°IASI--Y ✓Gl`/N 177CIV /NDUS72 AZ CZ71ME SUBDIK/7'i�f'�itr. E7E4RIAV S ARE 54S-D CW 7N£ RRST ABODE RE7 Z??ZWED M4P PREPARED BY L UZZI ENGYNEZ�'r'/11�'' d• SURl�Y7NG: P/S 0AtWR7Y /S MOT ZOC47ED WITHIN Ii/E IGb-YFAR FLCVD MZARO ZONE PETS' FIRM FCW INE 70#W OF SOUTH W7N,05•CW, CL'WNECT7CUT, IAR7fCWD CYlUN7Y, PANEZ 6�C,Y/��" 9, CY.II/A/UN/7Y - PANEZ NUMBER 09A2jBO" B, Ef -7F0/7kF Q4/T AW 1, 1,99 CY-W r AgWR7Y IS S118,16 'T 70 EUDIE71gS 00k MA(7S AND RES7R10XWS AS CF An,WO THEY ANY APACA9. NEW ARE M0 INLAND #MANLZS CW 1711S RAL11YR7Y CW WITHIN 175 FEET CF THE 1019CVYRlY "NU4RIES .d5' ShOW BY 7NE 0/720,W I-00W 6V- SOWN #INMOR # 7ZAVA9S dl41:YY1 . /'DAOL17/' C'I`A/ - lli�i/1%� --• viv'fi /i/lam JW'fLL ° 40 80 OONW Z) CHIZOREE AWDEN/SE ANNUNZG4TA 7 9EEZZEBUEZ AU40 24 AN0114N HALL STREET ,06/7H WNOSOR, Cr EAST /l4RTEZ7R0, CT. 20 60 // 4 n''� �� VV( VV. 12 'NONE.• (1860) 644-4687 TELEPHONE.• (960) 28.9-7828 fFET MESSIER & ASSOCIATE'S, Inc. SURVEYORS - ENGINEERS 41288 MAIN STREET a a C, rs)-1 E RC-1 /-0nh\ -0 a u— I '� I\ I /\ I N1AIVl.hitJ I C_K, 1. I. t,rSbU) bo1-0-6U I J �L 1 PUT -NAM, CT. (860) 928-1 171 PLANNING - SURVEY - DESIGN - CONSTRUCTIOr-d hA'—A5'11,HW VISIUIV FLAN PREPARED FOR.• I)OIVAI,I� OIIILI>R.EF & .'1 Afi ON �4I>-11jIF, C 99 COV4116-Rcz- HlAY SOUTH HIWOSOR, CONNECT/CUT r _1 /0/46,197 ADDEO EASEMENTS & RE�iSEO NOTES 2 11110/97 ADDEO EASEMENT a4TA, ADD OWNERS NAME J 12/0J/97 MODIFY EASEMENT ' .9( 02/09/9B RENUM. SHEET, ADD LOT No., AOO NOTES, IWIS01 0 �coMP FILE = 9� oar-1. oWG� LWi2���9� S OLE ; l -20 /C DES/L^N : DAS D,R4i0ii1 : -- D?45 SHEZ7T ' pWtUcCi PLAN No. } .r� r ;J7 _ N/F A001WL0 CHILOREE & DEN/SE ANNUNZ M 89 COMMERCE WAY L OT AREA = 0. 689 Y An 30, OJ5:e- S. F. L OT 8 'P11145E II JOHN F/TCH /NDUS1rR1,o4L CENTRE''" PORTION OF M9,0101510N LOT IJ L -r NIF SHARON FALLS dr TON GENUA V z 81 COMMERCE WAY Vo% 822 PQ 92 ASSESSORS I WAP 1JJ LOT 9 PHASE _Y </OHN FITCH IMOVSTR/AL CENTRE" 5U949/VISION LOT 12 ZONE- INDUSTRIAL (/� ITEM 41I1✓1M4IA1 L OT AREA 41INIAIUA/ L OT FRONTAGE 4✓1N1A1l/A1 LOT ceps / A4 VU0V HEIGHT A41X1A1U41 LOT COVERAGE A4U'1AR/A1 1WER00US COVE246E UIVA1UA1 FRCN7 YAW A1w4le Al REAR YARD i4tlNIA/UV SIDE YARD (ea. ) MIN/MUM REOUIREMENTS 20," S. F /00 FT 150 FT 2 SrC RY / <O FT SOX 65X JJ f% 25 fT. 10 fT PflRJft 16' AIZVIIRZ,YZ,1 'Z " BUILDING USE. INDUSTRIAL WITH OFFICE SPACE TOTA! CROSS 11,1TERIOR fZ" SPACE 6," SO FT a'77CE AREA "S SO FT 1NAYSM41 L1,5E' SJ75 SO fT. S£QS11�O_COA y�2 ds S NES S C3'f7CE ! I/2 SPACES AYR f" SYXARE FEET OF Cfbss FZCIw AREA /NEXSTRc4! USE PIE LARLER CV_ / SPACE PCR 700 Ste. ,'ARE /TZ7 a' GROSS /ZOGW AREA a? ?/-T E7/1DLOYE'ES FO44 THE LARGEST S'11fT "OR .r7/E PJR Al105M USE RflX11RZD REWJ/REO PARKING .SPA6Es - (625 x !. 5/10CV) ' (5J75 1 1/700) - 10.5 SPACES � �1ilLY�'_Ps4QYll1E>� I I , SPACES I H4AllWGAPE9 SPACE IO 9E6UL4R SPACES - 9' WIDE x 18' LONG TOTAL BUILDING COVERAGE = 6, 000 Sq Ft. TOTAL L OT AREA =JO, 0.T•5.t Sq. Ft 1MPERVIoUS AREA = 10, 21.E Sq. Ft. A.- /,!PERVIOUS' COVERAGE = 539X 1 PROPOSED r"i)1VI)IROAI S' JV I.tJ:J J.' 100 FT 222 92 FT 1 STONY 19.9X 5t5 4J fT 88 FT 15 f7• PROPOSED CONDITIONS LOT 8A .JO, a" S F 100 fT. 222 92 fT 1 STC.14Y 17.. JX Is.2X J7 FT 91 fT /J FT P,il'1f71 G ,r,ZA ::lf�:'1'T.5' — LOT dl BUILDING USE.' INDUSTRIAL WITH OFFICE SPACE TOTAL GROSS INTERIOR BOOR SPACE 3,200 50. FT 0/7XY' AREA. 625 SO. FT INO!/SMW USE.• 4U75 .S12 /T D PARK/NG. 8LISINF.SS 017rE.. / 1/2 SpNCey PER /" S"ARE raj Cl` CROSS fZ004 AREA kvoLsMAL USE.' THE LA6MR CV- I SfAar PLC 700 SYXARE /Tl Lam• C,JPC2SS /Z" AREA 04 2/J fUgOn_FS FO9 THE zl4gQST S11117 IVR 7hf- P14c42SE0 LISE R�GraR�v filkri Svc _vue'Es - (62.5 x 4..411") f (4(575 x //7G�1) - 9. _f SRICEs PARKNG PROVIDED. 10 SPACES I SWDAGIPED SPACE 9 REGULAR SPACES - 9' WIDE x 18' LONG TOTAL BUILDING COVERAGE = 5, 200 Sq Ft. TOTAL L OT AREA =JO, 0J5Y Sq. Ft. 141PERWOUS AREA = 5,806it Sq. Ft. X IMPERVIOUS COVERAGE = .3.6.6X SOUTH WINDSOR LAND RECORDS RECE/VED FOR RECORD/NG:• TJ7 r AI / 1 ,C RA` / 24 TF T/MF MAP NO. /0 1NC SES'T CPc- A/Y ,,V1WIKECV^E AND 61L/ifF 771 S MR ,CS SUBSTiUVTl4LLY CV"ECr AS /V07ED 116AFOONN AND TN/S SURt2Y AND U P 1 AS' 8fFN PREPAWD /N /46LYWa4/WF IWN SEC&WS 20-.3G1:14 / /7/RU M-.3" 20 Cic' )W REGULATKWS OF CMMCO KY/T STATF ACEWIES - 04I/N/MUM STAlWHI S' AW SURVEYS AND "tos IN THE STATE OF CYWNEz'IdGUr AS '_WD'afSCD SY 181E CLWNEr7KYff ASSO,^,i477aV OF LAND SL/RVE? S, /MC. /T /S A 6FNERW Z6UWX.W SURVEY-R%M-'Q 7 &(MV CW A DEPENCaENT SURVEY CVNfcW411AV Ro f VR47GWTAL A0CVR,40Y CL 45S A-2. (SEF Av7fs //ER zrw) S R S" S10N4T1/RE DOF L) ENS£ NU41SE7P N/F t/OHN A. 1(ARAZINAS 1970 4/01IN F/TCH & VD. Vo% 778 q. 84 ASSESSORS MAP lJJ L OT 1 .5 6'B' J: P _ ✓' 7 EA5E1✓E.'✓T 'YV_5,7_4.5 tfj>LAf4t1V1 11V /f1YU/T UI' LUI Ck" r 1 ONLOTB r 03•- f6'_41y) .Q=.iSavv _r L0 _ .'004' X EA5, t✓r hT A N/F S'Al TE OF CONNECT/CUT 87 RY£ STREET Vo/ 625 Pg. 469 ASSESSORS IfIAP 122 LOT 17 J� REti1AININO LAND OF D0N4L0 CH/LDi ,6F & DEN/SE ANNUNZ 7A' 89 COMii R- 0Z£ `YAY L OT AREA = 0.. 6895z� Ac. 30, Oj'52� S.F. LOT 94 777 '"RxASE .Y .1011N F/TCh/ /NOUSMAZ CENTRE" - I PORTION OF SUB01V/S10N LOT -IJ EASEMENT FOR RIGHTS s OF ACCE3 S AND EGRESS - - AND SLOPING AND CRAD/NO ,E45C, Z_NT IN FAVOR OF LOT 8 ON L vI - 4 --_ - -5f..4✓Lh_7 cC/R✓E OArr" .' r t5J til', tit Y E f _-7_ -- / EXISTING f� 1 .41 A v EDGE L�F LLL/ V MANHOLE \�` ��10+� PAVEMfiV/ - - ' HA TER S4N/TART a , v 1 / ► S4N/T.�fQY SE7I;<7Q (B. C TOYN ZINC EAST �3'/NOSOR_ ----r ___ SOUTH WINDSOR T _� ( L) :. 1 QJ 14 Z14 JZ4 SC'AL£ 1 "-2000, f /V/F HARVEY & ROSE IiMARIE L EVAC1( 97 COMMERCE GYAY Vo% 550 Pg. 19.E ASSESSORS MAP IJ-T L OT 5 "PHASE Il L/OHN F/TCH INDUSTRIAL CENTfi'E^"' SU2g291V/S/ON LOT 14 N/F ✓OHN A. KART ZINAS SIY4RON FAZES TONY GENUA LOT 8 , N/F STATE 0/ _ 00NNL-C17CUT LOT 84 NZI- uAtnf � f7nC`L' rl/`f/T YG / cc 1t14R/E LEYACIK WAy� L� N/F CONDOR /NkESIz1EN73; Z.L.C. F- , T - 8_� 4f j , i MAIN MANHOLE d!A/N" FL = 75 TL ---- ------------- O i s Ac ' ;SU. ,C' 1 \\ I , �c9 9 F.F.-- 00, LC = 99 Fib' Chd Br"9 �//f' LQPPZ/C4NT GRAPHIC SCALE CONDOR INVESTMENTS, L.L.C. DONALD CH/LORE£ O01VOW CH/LDREE AND DEN/SE ANNON04TA 0 4D 80 86 COMMERCE WAY 57 REEZZEL9UB 19040 57 SEE1ZEBU9 ROW 24 /N,0114N HILL STREET SOUTH WWOSOR, CT. SOUTE/ ll W50R, CT. EAST hs4RTFORO, CT. 20 60 rv�• �� i y 05074 06074 Uo / C/o ASSESSORS IWAR IJJ TELEPHONE.' (860) 644-4687 TELEPHONE.• (860) 644-4687 TELEPHONE. (990) 289-7828 ( FEET LOT 7 SUBD/V/S/ON LOT 29 Vo% 906 / Pg. 199 MESSIER & ASSO CIA TES Inc. RED �arE DL�CRiPrioN ' J > //6 y 7 l•�EV/SED QARJk%Nr ASSESSORS It/1AP IJJ L OT 8 ZONE //1/DUSTR/AL SURVEYORS - ENGINEERS 288 MAIN STREET / — „„� „ , „ „„ , � I I! MANUHES I ER, C I W. �60U) bon-OU IJ - — --- --"- --- - PUTNAM, CT. (860) 928-1 171 t %may ; +- -- f 12/O�%97 - ------(----- - -- _1--- 4 02/09/98 ADDED E;45EIV/ENT OATA, AOD OWNERS NAME MOD/FY PARK/NC L,4YOUT & REQUIREMENTS I TABLES, ADDED /WA/UC APPROVAL LETTER ADD D/ti1Z'_1v_5'10NS, RENUMBER SHEET; (ISC. PLANNING SURVEY — L�f_`=;Ic;�J — COrJ TRU(;TION— _-- TOTAL AREA = AJ790:i- An Cl) /7 7/)—L C' c- vci, PLOT PAN ( — — -- (COMP F/L E = 97-081-?. DWCJ COPYRIGHT ® 1998 AI SSSiER & ,aSS"rES,, /NO SURI�Y�i4S — ENGINEERS THE- LOCA11016' J,' THE EXISRAL, U1�OrRr,RJ!%P✓D UTILITIP 51710 N ON TH/S PtA.IV ARE- BASE✓ ON �Hy Ic:AL EA1vE v(-Z_ OBTAINED /N THE F-ELF, ANO A VA/LA& E JS /A 0' : /Nc; B7 t 1 TyER5 A� L S ✓CH L OC'A TIOIVS A I?E AP-'ROX1,VA7t JNL ' A/V l P F 11vF01 MATION SHOWN lt•UW BE 11ti(ORRECT OR / 1/VC0 UPLETE AL,. E.X/STINc C.'OM91'RINS SHALL Bf c•O/ RMt�) Pr THE -_—.._— ----- E,YCAVAr(?R //V TfIE F/E,_D PPIOR 70 BEG/N-VIIVG AAY k '1T TyE EXCAVA701? SHALL /VO.'<F> THE C. OAWECT/C ,!T CALL 9E . ''�'E J( - Li/(" EXISTING IRON PPV PROGRAY AT I-800-922-4455 AT LEAST 48 TO 8ECINIVIN A/WE,XCAVAT/ON fO,� MARK -OUT U/ THC LCJC.AI/GN 0/ ALL fX S%.J'V(, LATCH BASIN L/7/L/TEES B/ ThE PE S/�ECT/vEE L11%17Y CO,IJPA/1•/ES PREPARED FOR. Y l I�(�L'�.• H) (f/II,I>f�F,� & .'1.'lfti ON 1�?I>'1.1Il'(` ° 1 p�� ,• 07: 97 S aLE : _' "-�_'° f OL 57L^N : - OAS -- CNECX .' SHEET OF -/7-- 'HCSC OR4/f1NGS ARC THE PROPER!+ Of 0/E SURVEYOR AVO HAP£ BEEN PREPAREli Safi'/f/C4J/ 1 ', 1}/E OWNER �� ,�/,S �RLz.E�1 A �1/5 , f 4ti 4',:'" NOT TO SE USfD FOR V1Y OTHER PV,9/'U)E. l.1.40>'A OR Ow1✓ER W'7l10Ur wei7vv CONS£N1 . ), rHE l Yi./hi t h; suR�EYz>RG NO OtCLAR4T/ON /S EXPRES.StO OR 1A1P:IE0 0NLt53 lldl PLAN BEARS THE 0NAj SEO SEA[ Of' ENE /6N,4 S'On' i L'h. AVD,%vP PRUFEss/DN+! t vc/vE-ER w,nzs!- s/GNA/c r/t AaPfAR5 HE4EON 89 C01f11f1,E1?CZC {SAY SOUTH �f11WSOW, CONNECT/CUT P/ v —CT NO. 97-044 _97-081 PLAfV Np. _ _ __— h sE7_ N/F DONWO CH/LORE£ &DEN/SE ANNUNZ bA ay G C/MMC/ (.lC rrfr I LOT AREA = 0. 6895:i� Ac. Jo,, OJ5:2� S. F. LOT 8 "PH45AC .Y dOHN F/TCH IM061STRMZ CENTRE" PORT/ON OF 509,0101S/ON L OT 13 PROPOSED DU,4/PSTER PAD AND SCREEN✓NG (SEE 047A/Lj llmmmmmmmmmm..m!m::m:md LOT B 1n IiNlfT 1ONr AT 6.25' EA. = 62.5' MmLm LOT " NOTr'... THESE DES/GNS ARE MSEO ON rH USE OF CUL TEC RECHARGER JJO HEAD' DU7Y, POL 'ZTHnZ_NF LEACH✓NO CHAMBERS INSTALLED N/F /N A BED ARRANGEMENT W/T1/ 1 %2 -2 INCH BROKEN STONE 9E7WEEN ANO UNDER THE UN/7S, MEE77NO AN H-20 011HEEL L a4° 511A QON FAZES & TONY GENUA REOU/REA/EN7S' ANOL ECOAIAIENOEO 90R/ALW DEPTH,rll EA�S SHOWN /N R S 81 COMMERCE `MAY THE CROSS SECTION DETAIL HEREON. THE EQ/VALENr STOR40E C410AC17Y yo% 82210 .92 FOR STORMWATER PROVIDED Br TNE-E DES/G/VS IS 65 CUBIC FEET PER 9' INSTALLED ZE40111NO UNIT. THE DES/GNS FOR EACH LOr AS SHOWN WILL ASSESSORS ✓t`1AP IJJ PROI//DE THE FOLLOWING MIN/MUM TOTAL SAOR,40 cAPAC✓T/Es L OT 9 L or 8 2J40 CUB/C FEET "PHASE II JOHN F/TCH LOT 94 1950 CUB/C FEET INDUS7R_ 1AL 0Z-N E"' ._SC_ frlf�ls'TIC IJ�'T�IIL PLANS" Off' STDRXi)`A'FXR SUBD/V/S/ON LOT 12 L��C�_3r_Iri'�CrS'.4..�8�'P 8.EIl Ifl'STA'LLfITION (MWT ro sr&F) EASEMENT Mfkf RECHARGER .J.JOHD7'1 POL METHYLENE LEACHING CHA 8,ff (TYP) 1.5" TD 2" lom. BROKEN STONE RNISHEO GR40E.• 2 1 ? MIN✓MUM CD.NPACILrO DEP7H OF B/TUMINOU/ CONCRETE ••O•••••••••• ••••••••••O • 2m 4 !Q22•••••relp % ,s2 907vw 5g- 6" STONE SEPARATION BE7WEEN ROWS CW CUL4PONS BASED TYPICfl SXCTIOrV T15/RI! ON 40,E STONE V010 R�Cff�RC�R'x'3�OfTII ��f l (ith�r 717 .sr4LE) SOUTH WINDS'OR LAND RECORDS RECEIVED FOR RECORD/NG.• TOKEN CLERK DATE T/ME MAP No. ro 771E B£Sr ar Mr KMMPar AND &Z1l F MS "Wf 1(S SM9r"Wi r Caflf£CT AS 1WW hLlWaW AND TI`,YS' 51/1 Wy A/VYJ M0 /95' MZW A4iM#EV 4V 1,4C6Y.WU4WF iN'Tt/ SE'CIJUN.S PAV 20-.T"-.V Cr rW h1'MILAA010 S CY' GLWNEZ'Mff STATE` .4a% YES - '10N NOW SrANL3MS' FCW .S&MIS AND ANDS IN /7/E sure ar aw%f &- r` AS mlA4 W Br TN£ a%wirmor Amamrlav Cr" L4N0 SUI?wmW.S hw. /T IS A GE"NE7?AL Z 044 .W sm2FY--1 iaoo_ £D 8t51`17 m A alPfNa ff SURWY aWr WAIJWt; M "IZCWrAL 4C6VM0? CL4_5S C kIR77CAL ACLOMCY T-2.. (SEE` M72'S' NEWS? V 12056 SjYA4Ti�2 'S )r.A 47Z1RE DOT Lr'VaF A MbER ,�, = OJ'-16'- 49' R = J50. 00' T = /0.02' Lo=2004' L c = 20.. 0J' Chrd. 9n19. _ S 97 - /B'- /9" w CUL /Tr 410 F/L 7FR FABRIC N/F w1011N A. lo(MRAL/NAS 1970 JOHN F/TC11 BL vD. Vol. 778 Pq. 84 ASSESSORS ✓MAP 1... i L OT 1 7ZrL EPHONE 1W 4NHOLE , T.F. = gj 4.t EASEMENT S 9,Y-57-45' E 20.0.9, _— I i-r-r-A i n N/F STATE OF CONNECT/CUT 87 RYE STREET Vol 625 Rq. 469 s a 5� s~ E ASSESSOfi'S MAP 122 -- ��09- -- LOT 17 N/F CONDOR /NVEST/t-1ENTS; L.L.C. 85 COMMERCE HIAr vol. 926 Pg. 3 ASSESSORS MAP 1,33 L OT 7 5U9,01VIS/ON L OT 29 r EXISTING IRON PIN - - - 400 - - - EXISTING CONTOUR 400 PROPOSED CONTOUR 8 ?_,zr_v.S. PROPOSED SPOT GRADE SURFACE RUNOFF DIRECTION TOWN L/NE i. .__r ---- ---- --r- EAST IYINDSOR SWIH AV1NvsuiY , ' S/T£mlwsf \ 0 EZLS7it�4TT/ � t 41vc, )v7 `f J ,41m,4 "IT,4P J(.+� ZZ. 1 rx2L00 ' _j_ A _ /V f N/F STAOF ✓OHN A. IrARAZINAS , CaVNEONC 17 \` I I LOT 8 I I LOT 84 NIF N/F \ , I fGtI ROSE SMRO�N FAZES \ I �' JARIF LEYACK 7ONr GENUA \\ �JAVqr WAY C � N/F CONDOR INkEN A&-NTS Z. L. C. .LOCl4,r1ovv ^fn111P J L.• zz. 1 r-1W , : RDIA/N/NC LAND OF DONALD CH/LOfr'E£ c' DEN/SE ANNUNZ/ATA _ 89 COMMERCE WAY INSTALLATION PROCEDURE FOR NEW SANITARY - L OT AREA — 0. 689,�t An SEWER MANHOLE IN COMMERCE WAY s _ _ Jo,, OJ5:it S. /: -_ — L OT 8A A S4W/TARr SDVER A4 MMF SH&Z SE C'6vS7R11 rED IN THZ- Lr45 P/ ; S-Mr",y SD OER IN 6V 4140W5,'E WAY 6PI OS17F PIF F� APORERrY UNE 6lr NZV L Or &C /7/£ Ri-CalAVENL1,4D 41 "PR/ASE dOHN F/TCH GYWSIRLK'rX�N SEt�IEJ�G� fZW THE ✓NsrAL1ATKW GYM 11�/IS A14NhYXE IS AS RCW OJT .II l /NDUSTRG4L CENTRE" (1) Ea'C-404IF KPIIN 771E Rt'.l4oWAr 0PER 7NE SEMEN LIME AT 771E Z004 &W OF 77✓£ POfi T/ON OF SUBD101S/ON LOT 1,� Ems'^' N�°- s PE � LAY �usIA10r�o° ORIK�O (?� CY,�i1PiZ7F EXC•404&W AEL1(1NO AND OW T71E S/LL'S GF ME SEiyf1P 13'PE lU PEPARE /ZW, 771E CRGfSV40 SMW FOUND4770V AM49 PL4CtVt /Vl uF ME NEw AtiNrrGL£ a9 ac SPEZ'WL a4RE SlAku BE- TAKEN Mgr 70 GYS711RA9 111E SEWER P/PE OR 771E ClAlll"ED SMVE FOOM4MV CW #H101/ IT /S /NSTALLE27. (J) PL46E 771E CRUSNED Sr6WE /WND4&W /?,W 771E NfW A14/V1,YXE. (4) INSTALL AN "OVifirU7" ("D�^v'rbUSE"% -77PE P�T UWhUF B4S£ /N P/s!C£ OkER N/F 771E SEWR LINE. SEAL £ /A57ar' AND OUTSIDC SPACES A)9aJNO 171E EX5771W RIPE #17H cawRE7z- AND/A4 Atw-SHRINK GRo/T GAP 1/YDR4avo CEwwr, 64 BY OTHER .t1,67hY10ivS) HARt/EY d' ROSE- MAR/E L £VAC/( As AP1°ROWD Br 771E rO#/V 97 COMit�ERCE WAY (5) INS70 TC Mh LEIS �E U4NHa£` S RE �D SET' TRNEEAl4Nha r 112MIEE AND OMER vol 550 Pg. 19,3 (6) INSTALL 7NF NEW L47E7?AL iZWNEZ'IKW INM 771E U01la-E. ASSESSORS MAP 1JJ �) / P/PE INS/A_ 171E Ad4Nfif'.10E LOT 5 C�'EN 77'/rfY)fi�'H C1,GW� fUR 771E AWN S/SPIW�-x, � ANU "PR/ASE f ✓OHN F/TG'Rl (8) �,u " MERT AVOTER MME INSIaF 771E A,W/LfraUP 70 771E SPRIM; UNE OF IW /NDUSTfi'/AL CENTRE" E7'/STING P/PE; UV'L UDIAV A ChG4NNEZ I_6W 771E IAM4111W PIPE COMC6 aV /CAIO& 171E SUBD/l�/S/ON LOT 14 NEW P,�ERn- (9) MM IISE4L 771E ✓L'YNT EAFnffZN 771E CZlr 1rlY10'- AND 771E IMAIED WA7ZR rAQLE AS NfrPSWY. (10) B40KFILL 7WE AL40KXE PER STAVaWO rO#N .SREr11 C47KWS AND REQU/EX✓£NTS, A6KIST PIP A_9WE AND 6VkF? 771E RAW GR4OF RZAV4 7O V AND R-6RA/R 171E Rt'340 PAYEAIENT. (/ I) ALL 6aVS7RV0)XW 9414U CCWFOR41 70 iNE MAW 6F Sa//7/ 101NL S6W PUi9ZIC /A11W0t, "X1ENT SPEC1170410NS a4TZV d-41V. J1, 19,99 AS AMENGiM ,,,...,.,.. „. _ - , � ��c•+ T.F. = BJ. 47 y L R PI IN7Z7" l5 Cj!ZFl9lf1 F CH 84SIN UNIT[ F.L. Az 76 75 (S) WAY Is PAvfO F. L. r 76. B7 (SIU9 N.) cw SHEET 5 - -- -- --- -- --- - ___ - - T- -- -- ---- - - -- - ---------- --- -, Et. - - - - -- ---- -- -- - -- - --�- Jr� • / P. PLAN KEY O(/ANT/TY J SCIENTIFIC NAME COMMON NAME PLANTING SIZE PROPOSED _ - - --- - - - - ---- -- - - - - - - - -- - - 1 - - - - --- , GAS SERVICE ��. J AR 7 Acer rubrum Red Mop/e - -- - 2 /CAL_ _- - I - EASEMENT CUR�f DATA I PC } 6 Pyrus co/%ryonon Brod/ord 2" CAL. - --- —_. EX/S77NC '� - 0j -1b `d MS 1 4 Mo/us sorgenli Sargent j Crabopp/e I 6'-8' HT -- - - - - - -- --- -- - --- - EDGE OF T /o L�0' PAVEMENT ---•--- " . PM 16 Pinus mugho compacfo Oworf Mugho Pine- (B. C. L. C) - 20 00' I �_ _. - - - -- - --- - - - - - - - - - c = 70 Oo' /C I6 //ex creno(o compoclo Owor/ ✓oponese Ho, I8" Hr. 17- --- Azo%a val. ----- -- -� Aro%o 2 CAI. R /9 Rhododendron vor. i Rhododendron Jo" I/T. q- -- 19 - --Euonymus o%lus Owoif �f'rnged Euonymus -- - - - - ---- ----- 18" HT ,,, ALIT/A nc nc CUd/ i LJAI/i A r mz, `iv 1AI11A/ILI/ cillr�er� n�or�i nL R.dh�k" A/111 �N R = 350 00' ALL 1 [ viv nvc� acv Jn icc i,r,rL ., .. )T = 50.34' L o = 100 00' )Lc = 99 66_ 11 / Chd Brng. = 1 N A'''-5,'-1l" Vti THE LOCATIONS OF THE EX/STING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON PH) SICAL EVIDENCE OBTAINED /1V THE F1EL D AND AVAILABLE MAPPING By OTHERS. ALL SUCH LOCATIONS ARE APPROXIMATE ONL y' AND THE INFORMATION SHOWN MAY BE 11VC0RRE-C7_ OR INCOMPLETE. ALL EXISTING CONDITIONS SHALL BE CONE RUED BY THE EXCAVATOR IN THE FIELD PRIOR TO BEGINNING ANY WORk THE EXCAVATOR SHALL NOTIFY THE CONNECTICUT "CALL BEf��RE-YDU-D/G" PROGRAM AT 1-800- 922- 4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVATION FOR MARK -OUT OF THE LOCATION OF 14LL EXISTING UTILITIES Sr THE RESPECTIVE UTILITY COMPANIES. LgPP ZQ1 QEY&&I: H/LOREE AND DEN/SE ANNUN047A LA(I D Ch'ILOREE DO/1(AZD C 57 9EICLZE909 AILW 57 L9EEZZEBL/9 ROW SOUTH WNDSOR, CT. S10077V WINLtSOR, CT. 06074 vo`v7 i TELEPHONE (866 644-4687 TEEPHONE (960) 644-4687 vo/ 906 / P.9 199 vo/ 921 / Pg. 1,j'4 ASSESSORS MAP 1,3'J LOT 8 ZONE 1N,00STR/AL TOTAL AREA = 1. J7902- Ac. 60, 070h� S.F. COPYRIGHT ® 1998 A/MVER & ASSOiCA7FS, INC. SURVEMRS - EWNEERS TNES£ DRAWINGS ARE 171E PROPERTY OF rk1E ENC,NfL 5' i SURtni7R AND HAVE BEEN PREPARED S✓Ea�_ICALZ r rOil THE OWNER FOR MIS PRLUECr AI rHIS SNt-, 4v0 ARt NOT TO BE USED FOR ANY' OT,,IER PURPOSE. LCK:11A>N. OR owNER wIn,,our wRlMv CLWSENT OF i1iE EN(,1NftR1 SURVEYOR NO DECLARATION /S EXPRESSED OR 141PUED UNLESS R/5 PLAN BEARS THE £M80SSE0 SEAL OF THE LINO SURIEWR AN91OR PROFESSIONAL ENGINEER WHOSE SICNAIURE APPEARS HEREON 24 IN00N HIZZ STREET E�4ST 110RIFORD, Cr D_ 61OB TELEPHONE.• (990) 289-7828 GRAPHIC SCALE 0 40 BO 20 60 ( �rrr7- % MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS 288 MAIN STREET LAAKlruPcTFR (.T (Rpin) F4fF3 -�1 1 w I� l `, v 1 v v v 1 v_-- PUTNAM, CT. (860) 928-1 171 1 10116/97 AOOEO EASEMENTS &LANDSCAPING 2 11110197 REMISE DRAINAGE, GR4O✓NG, LANOSC4RIN6, ADD NOTATIONS, ,11/SC. --_ 1 __—_ 12ZOJZ97 REVISE !'ARK/NG & LANOSC;4P1N&,, RODE D NUlt S, ADDED SUBSURFACE LEACH✓NG CH4319SR5 PLANNING — SURVEY — DESIGN — CONSTRUCTION 4 0211091,99 ADD & MOO✓FY NOTES, RENU,iIBER SHEET, 411sC. 5 OJ/10/98 RCW5,rP ✓NSTALLATION PROCEDURE NOTES "O.POGRAPHIC AMP & CONS W VATION PLAN(COMP FILE = 97-08l- OwG) PREPARED FOR: - aarE .• _ >o _9 � 1 "=20 Fr. L?rLFWN . _OAS 1>UN.`11,1> Afl RON ADAJ11',f r V �,. N OA5 cx/n(w - _RR, iI Sf✓£E7 _ J- OF PRGUEz7 No. 97--74 89 CO1VA1Z_RCE- WAIK SOUTH W/NOSOh? CONNECT/CUT ( PLAN No. 97 --fir 34 11-0 A. NEENAH TRAP MODEL NO. R3-o EQUAL NTH HC SITC 00 ASS SSORS 111 133 0 1. a All? .4 to 8A III. It 71 A-4 Ji 0 it Q1 0 4 C, a To t I ZZ 7 to 24 3Z I- L 10 At, 14*A- ASSESSORS MAP121 ZI L j3 L� 9 AC As 10 1'% A4L 1,W I IV V 8ASIN PIPE EXISTING PAVEMEN T SAW CU T AND SEA L JOI N 7 I" (COMPACTED) CLASS 2 817, LIMINOUS CONCRETE SURFACE COURSE JCR MATCH EAiSTINt5, IF GRLAT61?llvl.,� 2"(COMPACTED) CLASS I 5,TJMINOJS CONCRETE BINDER COuRSE �OR E, MATCH EXISTING, IF �REATER: M.-'4 6'(CUMPAC7ED) PROCESSE3 TRAPRC--A BASE %I A. 6 .(COMPACTED) PROCESSED GRAVE-- Su8ASE OVEif CCMP.IC7[� ',UBGHAOE (TRENCH BACKFILL) 3 " WINIKIN C01Wt0A C Te 0 3 " AAN 6 AVIZ L iD GRA Ill 51W-flt5�F IFITURINOUS CONCRCTE rM)C1lfSSED SX6f L A /0 IN 1e:V 7 M10 COURSCS ------------ --- 0~MC)7 V 51,6- GRALIE 7-YPICAL PAflfflNG A Rk -A CROSS - Sf--6710N IVO T TO 5 CA 11' 7, OR5011 , --/Z Z, ORAOZ', ANO ��tP 51A7e CY C01'1%fC7KVr I kre' 65116- 8 5, Y6 FVAA� 4W9 Cl?,171 101,116 1 lltl`6 4 /.J .16 5- 5" AtWVAi PV/5'/Y'fV 41/1v tP AfIN Z &RA De I III lit I iiij) 6,1?A1)1.V6 TO OE CZAS5 ' A I I CLIWAlir.6 V,11?111) AL11,11t-4-AT TO ,W PtA(Y CR '12 (A r0,I &I 5W AS I? 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VVZ,�e,iZ t741?7N 7),PIC4Z IrRENCII CRO55 SZ-6'1749N O,CTAIZ LS ��ER2 NAMESAND ADDRE'SSF'S OFY'ROPERTY OWNERS (�VVT A0 SC4ZE) WITHIN �00 H-1'ET01`F11E -AA3JECTPR0PLRTY T-0" V-13" ASS I 'S � 0 R S 1vI A I` PROPERIN NIAILING PROPERTY OWNER(S) PLAN VIEW PIPE 0,0 , 12 - OR 51- 0 - MIN. LO I' NO. ADDRESS ADDRESS NAME(S) TRENCH ?A Y L /A// T SUB. LO F NO. 6'-0" FINISHED 6RA DE 131 DNICK DONAI 1) 13 1:! 2 ()NII'Villikk IL WA I j.) I ' f .Sol F1 I I %V INDSOK, CT06074 I'!. Id; '11"Ay I FI.ASSOCIATES, INC ("I 0o074 TRAR H000 -ASTALLATION Ph -TAIL \.-" I NOT TO SC41-Z- 11. 10 J,5� ------ "A:T 1*01 04%.Olg ,D,USF 'o jAki)t WITK COUASE$ I AM Co.j. 0 9 L (set NoTe 1) 1 If m Mi I TRENCH NCTES WIDTH VARIES 1. ALL SAWCUT AND SEALED JOINTS TC BE EITHER PARALLEL WITH. OR PERPE19- SEE DICULAR TO, THE CENTER -NE O� TYPICAL THE PIPE T.R 5 �- C), 2 ALL MATERIALS ARE TC YEET sr� ION FORM III-, AS AMEiCEC J, SECTION N. T S. PERUAMENT RWEAMENT PA TCHINGVETAIL IVOT /TO SC4LZ- 1-7-1 Fri IOLI ."P1110 ROU.0 RU911CR SITU 0 OUS ALUM MANHOLE 5�91` StALIS ISCIE STAkOARO OCTAL /I- NATE JOINT 5P-GOT 0 KEE ROW,, ALTERNAT 4' OIA N.T S SEE JOINT OETAIL i8ELOW) X— GASKET JOINT N T S "OU"MO NOTES I TOP STEP TO BE A MAXIMUM CF *01, BELOW TOP OF MANHOLE FRAME a 'OVER ELEVATION 2. IF TOTAL Of 'TH IS TEN FEET OR �5REATER, CERTIFICATION OF M-ZOLOAD BEARING COAPA C ITY SMALL BE SUBMITTED TO THE FOR OETA.I.S. See T WIN E NGINEER FOR APPROVAL PRIOR MOIIIA. AND NO TOINSTALLATION 0 41-v Ulm FLCXIALC HOLE SLfffVE 4*-0' MIN 3. SEE MISCELLANEOUS MANHOLE DETAILS P� — .10 omt - SHEET. f,j j 0 111" 1 / 7r� FLO. 0 0 CLAS A- SILF�ILEAXIMS INVENT IN 0 CLASS A CONCRETE - E i I/doNSORCH TRAPROC. ELEVATION N T S 2RECAST REINFORCE-D CONCRETEUANHOLE NOT TO SCALE A'4T A1,410 7AICCN FROW 45SESSOWS 41,410 NZIU&eRS /?/, 13-T SLSE /- IST 0/'- A9Z1T76'1i 1"09 AZ L 10R6i3OeR;ry SCAZ,L`.- / " � 200 OWNERS W1711IN500,,'-ee7'0,-'-IORCVLI"C7' Z OCA TION 3" t DIA. PIN DOWN HOLES FOR NO. 5 BAR. 17 4- 7" — ----- 1.4— 10' 6 - L 0.4 M 8 SEED �AIS REOUIRED) !211 S.'� t)7 CHNINIERCI: WAY )7 C(),%I,%II Rol WAY I)RE L PLACE.01AND AIN- 4" 6 9A CXF11 lwul I I! \� INDSOK, ("1'0074 SLOPED SIDE ELEV. COMPA C rED IN 1Z - L A Yk-RS BL41E WARNING rAPE --CO&PLFrEFNVF1O?E0,r WAY 75 CONINILK(I. WAY I! I ASSOCIATES, INC. 0;3 ic,//- rER FA 5RIc wl rH Y2 - o)R, ("I' i�(,074 Design Data & General Notes Sol 1*11 \i, IN I)s OVERLAP R60111RED WHEN 3—NO. 3 REBARS CI?LISHED STONE /S 41SED AS BEDDING MATERIAL. rILTER I i(JA ('()NiNIE'RCE RI:ALI'Y F48RIC RE0411REV /N S(W] I I �� IN DSOK. CI'Oti(174 ROCX CU r AS 01REC TED (I Concrete strength Fc 4,000 PSI @ 28 days. Density 150 PCF. 3 Y E?116 IftZR, XI CuNI'VIERCE WAY Sl CONINILRCL \tvAY I -Al FS, SHARON, (;I;Nljtk, (2) Cement, Portland Type I or III per ASTM C150-81. dEDVING.VArERIAL SHALL SESANA' GRA vfiZ (Dor GRA42ING A) WELL Sol %I. IN'I)SOR t 'T000-4 I ()NY(ANTI IONY) (3) Admixtures, air & plasticizers per ASTM C233-82. GRALIC9 SAND OR,518 70 J14" CRUSHF005 TONE 12�'A CEO ('()Nl)()R INIVE'STNIEN�rs, CUT AWAY (4) Air entrainment 5%-7%. .4 NO COMPA C rED IN 6 - L AYERS So CONINIER('1., WAY 35t) CHAIII-A. RoAl) 0, Soli'I'll wlNI)SoI(. (71'06074 1. 1'. C (5) Approx. weight: 380 lbs. ACRUSHED 5 70NE SIVA 4 4 BE USED WHENE I/ER -A" /S 6-REA rfR THAN 13 89 CONINIERCIP WAY 51 BLIA /F.111113 ROAD ('I IILDRE'E', DONALD A., 15'AND A V. C. RIACIS &SE0 SOI ITI I WINDSOR, (70074 6 1 STWN40WAO SIM9L F SZOE GRA VC4 FILL AS DARECrEP CURV A9EIr,41L 8 Y eVG1NFER WHEN UNS411 rA 84 E AVrZ* ALL rRE.�`S _11 Ail'ArERIA4 15,6NCO41N7FRE,0 15 1)7 CONIIAERCE WAY 452 'v1AIN STRE'L'r I I�VACK, HARVEY & _40W j- Sol j'l'f I %%;INI)SoR, CT0074 KUSE!AAKII: W rRtAK a44h'--R -VUL-I A/0 7' TO SC,415- P4\ 8E S r"Eo loo CONINIERCH \VAY 350CHAPFI, ROAD CONDOR [NIVESTNIENTS, 1',; 30 1 vpj CAL 2 rR4 N CH A IL #T- SOUTH WINDSOR, 1, 1'. C. Wr-- SZZEC77VCLr PR44C ,R,6-S OF ?S4D j I* Y. Jr4W ANAACHFS 2 1,?'.YAt?0ffVW Nor To scALE -RC' WAY 452.",IAIN STRE'E'T I.AVACK, HARVEY & SHAL.� ge 4W��,W Iv 11314/15 105 CONIN11- T 4c:��wolAI; To Sol) I I I WINDSOR, ROSEMARIE rH11 -11A aIr -2z� -RCE' -RVA#r AS / erx-, 2 SrA-rz-s r y ICAPPEDI .1�1 W L.-:1Z - I SI-AlrZ -WIV,- SrArl-S PARKING I CONIN111,I(C.1; WAY 452 MAIN s,rRLI: LEVACK, HARVEY & 11RA&Y W/O SLAYORAL147 Sol ITI I WINDSOK, CT00074 ROSH'NIARIE I I-ITIff �;Ur.EACV -0 4-ACH STAX,- 9ZI/C 940'r6hWIVO STATT PeWVT AT A"r 4'.f jPY WAA(S a- :R J-S "rus" )ff)`� OREEN, WILIAANI P. & 'OR -Iwu 2 j7RWACS a, w/,? L;4UC_, SW9a AN49 V)CLATDR!S 1 1! CONINIE RCE WAY 121 CoNiNIERCE WAY ;.44lANZ2TD WIRE rW1SrFD 70 WK.L K .Sol JTII WINDSOR, C,T06074 COLLE-EN J. LITA6 YIN6 S&h'Cr1V6Zr INZINE SHRV85 Or AFAD l2b24/33 124 CONINIE.RCH WAY 6400 01APFRIAL DRIVE SOWANICO, XfX 1,11). 3 OYINC; BR4AACHES 3449L4P WA('.0j'X 76714 �'RCw rcp //,j Z-"A, RehoVe J;� FNW CAZ;1"1ZEV OR 6A1ZFN -41 rCp //j CF 34LL 94,CZV Z 12 04 L 1-15 CONINIERCI: WAY 180 (;()()I)%k'IN STREET Ill & W.ALSSOCIATE-S, S417 ?00r d4i. 1. FVEN WITH "INISHED poSr LW 'ORD, 1(,. UO A.I.LAN S. 4 -.PCR rH i;il J" W0Cv Axt CH FASTHARTI -1,06108 40CV01:11"S GRAOE 0001)NIAN 4URX A" CW ��WAI C4,?rH.5.441CeR I'.(). I30X 114 KARAIANAS, JOI IN A. P4ANr4VG.116LE 6- 13 1; 1 1970 JOI IN [-'171*0 1 BLVD. III r0?Sa4 At 84 CARZ. Z LASTWINDSOR, (700028 CCWACrED "4~ I -"- 17 87 RYI; STRFE.T S I'ATE OF CONNE Iiv I CCWCRZ IF 133/8/13 89 COMMERCE WAY 24 INDIAN HILL STREET ANNUNZIATA, DENISE 7jj�' �' 11 Rf"r" Sat, SHRUB` 01- AN TIN6 DETA11- EAST HARTFORD, CT. 06108 .s ,c4 r A"rzjk, NOT TO SCALE TTEE* PLANTING 8 S u,,irlwa DE -TAIL HANVIC,41010Z�9 10A1I?A'1N0 SION IVO T TO SC41 E NOT TO S`C.41-,�- .AkN.N6 TA--_ WIN 12' WA 24- PIP, "'—APPROVILI UA--KFIL- PLACED ANL- 'f It, 12" LAYERS (CIR A�)MC)T14FRWAS1 A1104:D) NO SlUe , kM R I-N 3' MIN W 11 BEDD4NC C)h SUITABLE NAnvc IMATJRIA� �—SANO BtX,1h, P,A-f�' AN - OR CUMPACII, 11, C' AJJR� 3/4' CRUSHED S70NE EILUL.NG mATERiA, NC, 'ION( AR�Ek TIIAN I I �` MA'jRIA� S11A., IN ROCX CX::AVATiON r1p IN UNSVIIA0.1 MLEI DO' U201 WATER k AS DIREZTLL EBI �Hr ENCANE114 MATrR:k SHALL WEE7 C, , M 02 01 1 FOR 3/4-SYONE NOTE -BACKI'll TU TOP CF Plef Willi 1 11, -'TON" �111t;4 1: 1:111; �ChA eTijL.fHt' h A.0,41, I It E. /A?/f/ SAO ORAIN 7R-,6-NC1'1,05r,411-_ 1VOT /0 SC4Z Z- �-2- 49� COIVCRI�7Z- v 4 A . 4 A 517UIVINOVS C0NC;q,'-,-,1- C'00?5�- 4 . � 4 1 4 , I - 4 345,�- 911TU1W1N0U5CV1'?A'91N0 SZ-CITION NO 7- /ro SCAZ L-'- % e Zz L2 4 " S&WIN — - J) CT,00,r 2AI 0 ,9R,QATN SUNZ W 01?4 PEZ RZ 17FR FA9R10 ANTI- 1T11?A6'?r1N0 10A,0 17R�161171- 17-R CON5 ON Z-N 14NCZ- 1�,t')T /-() SCAi �A�- T Posts— 1.) S&t POStS and 2.) AltacI7 qeotex(lle "DOG HOUSE" BASE 10, excovate o 6"kI5" trench, s&t post fobrk� to '00st 36" & 48" Al-?gl& /0' alownslop&. &,vt&rld Into UPS/Ope for 11-ench. 1 10 st,7blIlty and 131 vi seff cleanl�7_q /001 5. 4 8" 1 5 IL, 11—IL421 I=- F11 I=- 12 min. - I 74" d&,o th APPLICANT., '1900 H041-5t L14SE.- I'Vle INS IA L IA 71ON 0 VeR J) Bocklill the DONALP CHILDREE EXISTIN65,�'Wtl?LINE. O11,V1,V6ASVe`TCR4f1NEO trench and C0177,OGCt 8 r CONIRA C70R. tA),- excaioted Sod. 5 7 9EEL ZF9U9 ROAD Compor, ted SOUTH WINDSOR, CT 160 CA //// 06074 �11, A. k, TEL FPHOAIF - 46.60) 6 -4- 468 7 "D 0 G HO USE T YRE ,01 A OWNERS., IYA NHOL E- L;p 14 SE DE TAIL ,VOT TO SCALc- D ONA L, 0 CHIL, ORc -, F 5 TA NDA RD SIZ T 57 RFEL Zk-gUg ROAD f -ENCE SOLITH WINDSOR, CT 06074 T6-LePHONF.' 060) 644-46(97 NOT rO SCA�E 017d D4'N15k-ANNUNZ1ATA 24 INDIAN HILL S TRE-ET ,EASTHARTFOR0, CT 06108 TkZ EPHONF.- 060) 2(99- 7(926? MESSIER & ASSOCIATES, Inc. L 0,47Z- 0Z-S0191fr1()N Lt-i In% jr--\/nMC1 C*KI11%I11IC'E"0C 1 1 11,110197 RE V1. 51' ROA D WA r REPA IR 8 S70RU D)rAIN TREACH.OZ-7AII S aUr\vU-IUr\,) 2 288 MAIN STREET MANCHESTER, CT. (860) 646-6013 021-1091119& .4,9,0,02�74& S 8 19Z�-1l1011e�-,6-X7R,4N17-0aS PZ-741,� S PUTNAM, CT. (860) 928-1171 PLANNHG SURVEY — DESIGN — CONSTRUCTION ff,6-Y WR & DETAILS COPYRIGHT 0 1996 MESSIER & ASSOCAMS INO. PREPAI?Z-D FOR.- SC&E- .. AS N07Z-,0 SUR11-YORS - ENGIMCERS OfyloN THESE DRAWIAVS ARF Ple PROPERTY 0/' ThE ENCIAlli-Y SURIIE)IOR AAD H41,f &Z-N PRE-PARZ-0 SPti�h'ICAItY,'CIA' 00N,41-0 C1111-,9RhT 8 AAR0NA,0,4&Z-C OR4jvN __&OAS THE OWNER FOR rHIS PROLIEcf AT 7HIS SITE ANO Ahi NOT TO BE U5CD rOR ANY OT116R PUR11051, 10CA110N, Fcyr.- RRIV 7 0// OR owlvc? wnyour wRInrIv CONSENT OFTff EN(;1%ftH/ -Shn5r 0/- &-9 COWIIER-61E Wly Ia NO OECLARARCI'V /5 EXPRESSED OR 1AIPIA0 11NIC55 P/6 PRa1,-,-r No. 97-& PL41V 8fAR5 7HE EA1805SED 5ZAL OF fliE kAAV SLIH1,F)UP AIV91OR PROFESSION41L ENGINEER WHOSE SIGAARNE 50�ITII 011MOSOR, CONM-C170V7- RUV No. APPEARS HfREOW --Q7-081 f ERoSlo�q AyQ_SED1MENT CONTROL -PLAN AND CONSTRUCTIOM —SEOPYENCE 1. THE PROPOSED DEVELOPMENT ON THESE PROPERTIES WILL INCLUDE CONSTRUCTION OF Two SINGLE STORY INDUSTRIA441SE BUILDINGS HAVING GROSS FLOOR AREAS OF 6,000 AAM C -9/la Qf)IIAJ2JC CFFT RFSPFCTIVELY. AND ASSOCIATED SITE DEVELOPMEN70, INCLUDING PARKING AREAS AND DRIVEWAYS, STORM DRAINAGE FACILITIES, UTILITY SERVICE CONNECTIONS AND LANDSCAPING. THE WORK WILL INVOLVE REMOVAL, DEPOSITION AND REGRADING OF $OIL ON THE SITE 1 2. THE WORK 15 ANrICIPA TED To COMMENCE ON THE S17-E IN THE 44R4r1_9_9t9 AM g,e- cw,4X erEV 8 r 7'Vh'Si1MAffR 0,F1_996. 3. DURING THE ENTIRE PERIOD OF WORK ON THE SITE, VEHICULAR ACCESS AND EGRESS TO - - . _.__ I— ""'' A� 'rinAi FAITFRING THE SITE AND FROM TH& WUKA AKC-14 a/7,44-9- 04w VEWo44 Y LOC-A._ FRom COMMERCE WA Y. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY COMMENCING ON T14E SITE, A STAKED GEOTEXT&E SILT FENCE SEDIMENT BARRIER SHALL BE INSTALLED AROUND AND DOWNHILL OF THE WORK AREA, AND AN ANTI -TRACKING PAD CONSTRUCTION ENTRANCr SHA�LLSE INSTALLED AT THE PROPOSED DRIVEWAY LOCATION FROM COMMERCE WAYAS SHOWN ON THE DRA WING. 5. IN GENERAL, EROSION AND SE40IMENT CONTROL MEASURES AND CONSTRUCTION PRACTICES SHALL SEA$ DESCRIBED HEREINANDIOR SHOWN ON rHEDRAWINGS, AND AS FURTHER DETAILED IN THE "CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL-, REVISED 1988, AND AMENDMENTS, AS PUBLISHED By THE CONNECTICUT COUNCIL ON SOIL AND WA TER CONSERVA TION- 6. AFTER THE INITIAL EROSION AND SEDIMENT CONTROL MEASURES AS DESCRIBED ABOVE ARE IN PLACE, THE CONSTRUCTION ON EACH LOT SHALL PROCEED IN THE FOLLOWING RECOMMENDED SEQUENCE: A. CLEAR AND GRUB AREAS OF PROPOSED WORK, INCLUDING ANY NECESSARY REMOVAL OFEXISTING SITE FEATURES. DISPOSEOF MATERIALS REMOVED OFF -SITE. H. STRIP AND STOCKPILE ANY EXISTING TOPSOIL FROM WORK AREAS. RING STOCKPILES WITH A PRO TECTIVE BARRIER OF STAKED GEOrEXTILE SIL T FENCE SEDIMENT BARRIER. C. EXCAVATEFORBUILDING FOUNDATION. REMOVEEXCESS SUBSOIL FROM SITEANDIOR STOCKPILE ON-SITEAS DESCRIBED FOR TOPSOIL STOCKPILES. D, CONSTRUCrBUILDING FOUNDA TIONAND SACKFILL, E. CONSTRUCTSTORM DRAINAG E FA CILITIES. F. EXCA VA TE AND ROUGH GRADE FOR PARKING AREAS AND DRIVES. G. INSTALL UTILITY CONNECTIONS FROM MAINS To BUILDING. H. COMMENCE CONSTRUCTION OF BUILDING SUPERSTRUCTURE. t TEMpoRARIL Y STABILIZED DISTURBED AREAS. J. INSTALL AND GRADE BASE FOR PARKING AREAS AND DRIVES AND INSTALL CURBING. PKIA117. AREAS AND DRIVES. K. PAVE PA ........ L. BACKFILL, SPREAD TOPSOIL AND FINISH GRADE DISTURBED AREAS. M. COMPLETE STRUCTURE CONS TRUC TION. T I qPf;7nRF,0 DISTURBED AREAS AND FERFORM LANDSCAPING. 7. ALL AREAS NOT OTHERWISE TRE4 TED SHALL BE RESTORED BY PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF GRASS COVER IN ACCORDANCE WITH THE FOLLOWING PROCEDURE. A. APPL Y LIMESTONE A TA RA TE OF 135 LBS.11000 SQUARE FEET. S. APPL Y 10-10-10 OR 10-20-20 FERTILIZER A TA RA TE OF jo LBS.11000 SQUARE FEET OR AS OTHERWISE ESTABLISHED 8 Y LABORA TORY TESTING OF SAMPLES OF THEACTUAL TOPSOIL PLA CED A ND SPREA D ON THE A REA S TO BE PLA N TED. I C. WORK LIME AND FERTILIZER INTO THE TOPSOIL UNIFORML Y TO A DEPTH OF 4 INCHES BY HAND OR WITH SUITABLE EQUIPMENT, FOLLOWINGTHEFINISH CONTOURS. n 0"r1nr" A JUniVIRAI THFPMFPARED TOPSOIL AND REMOVE ALL STONES 2 INCHES OR LARGER IMANY DIMENSION AND ALL OTHER EXTRANEOUS DEBRIS AND SOIL CLUMPS FROM THE SURFA CE. NO TE.- A L L TRA FFIC SHA L L BE PRE VEN TED FROM EN TERING THE A REA S WHERE THj_.5jEDS ED HA S BEEN PREPA RED A ND IS REA D Y FO R SEED IN G. E. SPREAD GRASS SEED ON THE PREPARED TOPSOIL SURFACE BY HAND OR MECHANICAL MEANS AND LIGHTL Y RAKE IN BY HAND TO OBTAIN A MAXIMUM OF 114 INCH SOIL CO VER 0 VER THE SEED. THE SEED MIXTURE AND APPLICA TION RA TE FOR ALL FINISHED PERMANENT GRASS AREAS SHALL SEAS FOLLOWS: qRASS SEfD TYPE PRO ORTIO KENTUCKY BLUEGRASS 45,04 20LBS.IACRE 45LBS.11000 SQUARE FEET CREEPING RED FESCUE 45%1 20LBS.IACRE 45 L8S.11000 SQUARE FEET PERENNIAL RYEGRASS f0% 5LBS.IACRE 10 LBS.11000 SQUARE FEET ONLY OCERTIFIED" SEED VARIETIES SHALL BE USED, AS LISTED IN ARTICLE M. IZ04 OF CONNECTICUT D. 0. T. -FORM 814-, AS AMENDED. SEEPING SHALL HE PERFORMED ONL Y DURING THE PERIODS OF APRIL 15 TO JUNE 15 ORA LIGUST 15 TO SEPTEMBER 15- F. IMMEDIA TEL Y FOLL OWING SEEDING, UNIFORML Y MUL CH THE SURFACE BY HAND OR MA CHINE W1 TH STRA W OR HA Y FREE FROM WEEDS A ND COA RSE MA TTER A r A RA rE OF 7o_90 L85.11000 SQUARE FEET. ANCHOR MUL CH IMMEDIA TEL Y A FTER SPREADING 3YAPPLICA TION OFA LIQUID MULCH BINDER OR MULCH NETTING APPLIED IN A CCORDA NCE WITH THE MA NUFA 0 TURER'S RECOMMENDA TIONS. 0. IF No T SEAS..9NA 8L'y pOSSIBL E To PERFORM PERMA NEN T S�EDING, OR IF INCOMPA TIBL E W1 rH ONGOING CONS TRUC TION OPERA TIONS, TEMPORA RIL Y SEED A NDIOR MUL CH THE DIS TURBED A REA 5 WITH PERENNIA L R YEGRA SS HA VING A .. . ........... ...... f2j=Q111CA17' AC E 1, MINIMUMPURIrYOF98PERCEAITANLJA MINIMUM UCxff1JV,41J1LJ1V0Fz10r_&: clw APPLIED ArA RATE OF2 LSS.11000 SQUARE FEET, OR WEED -FREE STRAW OR HAY ORAIR- DRIED WOOD CHIPS FREE OF COARSE MATTER, APPLIED AT A RATE OF 70-90 LBS.11000 SQUARE FEET OR 185-275 LBS.11000 SQUARE FEET, RESPECTIVEL Y. H. WHETHER pERMANENTL yoR TEMPORARILYST481LIZED, MAINTAINANDREPAIRALL NEWLY RESTORED AREAS UNTIL VEGETA TION IS WELL ESTABLISHED AND GROWING SELF - SUFFICIENTLY 8. INSOFAR AS POSSIBLE, DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MININUM AMOUNT NECESSARY TO COMPLETE THE PROPOSED WORK. THE LIMITS OFDISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS SHOWN BY THE PROPOSED WORK ON THE SITE DEVELOPMENT PLAN DRAWINGS. 9. GRADING TAKING PLACE AS THE SITE WORK PROGRESSES SHALL 16E DOME IN A MANNER TO ALLOW DRAINAGE TOWARD DIVERSION DITCHES AND EROSION AND SEDIMENT CONTROL BARRIERS. SILT FENCE ANDIOR HAYBALE EROSION AND SEDIMENT CONTROL CHECKS $HALL ALWAYS BEPLACED IMMEDIATELYAFTERA CUTSLOPEHAS BEEN GRADED AND BEFORE A FILL SLOPE HAS BEEN MADE. CONCENTRATED RUNOFF SHALL NOT BE PERMITTED To OVERFLOW NEWLY GRADED AREAS, SEDIMENT BARRIERS OR OTHER EROSION AND SEDIMENT CONTROL MEASURES. SOIL STOCKPILES SHALL BE PLACED IN L OCA TIONS A WA Y FROM NA TURA L OR CREA TED WA TER WA YS A ND DRA INA GE DI TCHES, p--�-rf,IC &If 7- CICAII-CfIJ7 "A VP A I C_1CFn1AIFA1TRARR1FR ANDRINGEDWITHA 10. ALL DISTURBED AREAS, REGARDLESS OF THEIR LOCA TION ON THE SITE, SHALL BE FINE GRADED AND STABILIZED AS SOON AS PRACTICABLE FOLLOWING SUBSTANTIAL COMPLETION OF SURROUNDING CONSTRUCTION. WHERE SEASONABLY POSSIBLE AND WHERE ONGOING CONSTRUCTION ACTIVITIES PERMIT, THE DISTURBED AREAS SHALL BE PERMANjENTLYSTABILIZED AS DESCRIBED ABOVE WHEN PERMANENT STABILIZATION IS Nor TIMEI Y OR POSSIBLE, THE DISTURBED AREAS SHALL BE TEMPORARIL Y STABILIZED AS A L SO DESCRIBED A BOVE. If. STOCKPILING OF BUILDING MATERIALS $HALL BE CONFINED TO THE AREAS OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE LIMITED TO ESTABLISHED DRIVEWAY AND PARKING AREAS. No UNNECESSARY ENCROACHMENT OF CONSTRUCTION EQUIPMENT OR OTHER VEHICLES SHALL HE ALLOWED IN NON -CONSTRUCTION PORTIONS OFTHEPROPERTY. VEHICULAR ACCESS TO AREAS OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE RESTRICTED To THE MINIMUM NECESSARY TO PERFORM ESSENTIAL AND REQUIRED A CTIVITIES. 12. DURING THE PERIOD OF CONSTRUCTION, ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE Nor BEEN PERitAmEmay smaluzED, STRUCTURAL CONTROL ",CA 1CIIJ2J=Q I fl.-A rInAlA WHFRF VEHICLES ENTER OR EXIT THE SITE, AND ALL EROSION AND SEDIMENT CONTROL MEASURES $HALL HE INSPECTED AT LEAST WEEKLY, IMMEDIATELY AFTER EACH RAINSTORM WITH A RAINFALL TOTAL OF ONE-HALF INCH OR GREATER, AND ArLEAsr.DAJLYDURIJVGA MAJOR STORM EVENT OR DURING A PERIOD OF PROLONGED RAINFALL. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL CHECKS, AND UPON ESTABLISHMENT OF PERMANENT SEEDING AND MULCHING. SUCH MA TERIALS REMOVED SHALL BE TRANSPORTED FROM THE IMMEDIA TE WORK AR4FA AND SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WHICH ARE Nor TO BE PAVED OR BUILT UPON. SILT FENCING AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPLACED AS NECESSARY THROUGHOUT THE DURATION OF THE WORK ON THE SITE IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ALSO THROUGHOUT THE DURATION OF THE WORK ON THIS SITE, ADDITIONAL IEROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE SHOWN ON THE PLANS ANDIOR PRESCRIBED HEREIN SHALL HE IMPLEMENTED AS MAY BE DEEMED NECESSARY BY SITE CONDITIONS ANDIOR AS ORDERED BY THE TOWN OF SOUTH WINDSOR. ONCE IN PLACE, Al I itrafi-cm)AI AAII) SFn]MFMT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN �iA_ T1_0N_ _/ C ONDITION, AND BE CONTINUOUSL Y MAINTAINED, UNTIL ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES ARE PERMANENTLY STABILIZED, OR THEIR CONTINUED Jj$F 18 NO LONGER APPROPRIATE FOR THE ONGOING DEVELOPMENT FOLLOWINGsucHPERmANEivrsTABILIZArION, rHEFACILITIES SHALL BE DISMANTLED, REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 13. THE OWNER OF EACH PROPERTY SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENrING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED EROSION AND SEDIMENTATION CONTROL SAFEGUARDS DURING THE PERIOD OF OPERATIONS ON THIS SITE. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE WORK PERIOD, INFORMING ALL PARITIES ENGAGED ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBLY AND CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. StiWRAaC C47r_,11 44-W ORAAE Ft MR MBRC FAAW V a4-,uv MP REAA011E C47W L14-W ;RA T4 PL A CIE At rER FA LWX REPIt A (�f 6RA rf r4KAV 64Re A/Or IV 44MASE FArfRAABdW AA46tV WlrH 5 MAE OR EAR rH At 4: �_EARrll OR SnV-C AWA>R At F A ALZ fa)? EL — _1�11LTE U A9ARR1,FR ff _F14BRIC S/ A r cA rw BA sIN EROSION AND SEDIMENTG^ONTROL SEQUENCE CHECKLIST LOT8 PROJECT LOCATION.' Commerce Way, South Windsor, CT PROJECT DESCRIPTION: Construction of a . single story 6,000 Square foot industnal building and associateo silo development. including parking, driveways, stotm drainage facilities, utilities installation, III(] PARcaAREA: RESPONSIBLE PERSON - EROSION AND SEDIMENT CONTROL PLAN PREPARED BY: 0.690-t acres Donald Childree 57 Beelzebub Road South Windsor, CT 06074 Telephone (860) &14-4687 Messier & Associates. Inc. 288 Main Street Manchester. CT 06040 Raymond F Nelson. Jr.. P E Telephone (860)646-6013 EROSION AND SEDIMENT C'ONTROL SEQUENCE CHECKLIST LOT 8A PROJECT LOCATION: Commerce Way. South Windsor, CT PROJECT DESCRIPTION: Construction of a single story 5,200 square foot industrial building and associaled site development, including parking, driveways, storm drainage facilities, utilities installation, and landscaping. TOTAL PARCEL AREA. RESPONSIBLE PERSON: EROSION AND SEDIMENT CONTROL PLAN PREPARED BY: 0. 6901 acres Aaron Adamec 385 School Street East Hartford. CT 616108 Telephone (860) 528-3395 Messier & Associates. Inc. 288 Main Street A-1--1, —.1 CT 06040 Raymond F Nelson. Jr.. P. E Telephone (860)64(;-6013 2x4 opooden sfAvY alwv,i fnj�i. ul 12" 1�dv�ttiv 9tuw)i "Wel- Fubtic rucAced 5-12' Into grade Flow *00JdI) 1J1&!01 7�0_w gas. V SIL r FEWE WS)XUA 77CW Af 9�4MH B4Y1.VS st"I" AL 41L fill I AL AL 1;�L), btjA,--% 114Y "F INSrAL1,4170N Ar 64Tw a4slws TYPICA� 5ED1YZ_NTA TION CONTROZ A T CA TCH BA SIN-5 (mor ro saALv INSTALLATION SEQUENCE & CHECKLIST [FOR EACH PROPERTY] CA TION DA TE LN ITIALS DAT-'__ _IA Lt�lr_LS OF LATRK DESCRIPTI N Lq��ALI ED ER REMOVED REMOVING EROSION & SEDIMENT CONTROL _Y�STAIA h�__ M SURLS MEASURES 1PRSTAIL 4NTI- TRACKING P40 AT [,RIVEWAY GONSIRUCTION ENTRANCE I OCATION i,:fGM COMMON TO BOTH Lo rsl COMMENCE JNSIAi I 1L-DIME,'\1T2AaRIER:-, �)CWtZLGPE CF ARLA 10 6E DIS,-LJRBE3 AS INDICATED ON DRA WING S I'HI), 4N[) S I (X�AP ti,E TOPSOIL AND AS INDICA FED ::,,)RDR)VEWA Y AN5 0 TI iER N1- W ON DRAWING I Hu' (:,'/()N PI AC� �;EDIMUJ I '7(, ANGLINO !; I- CKP1i:',*,ANP I I ! z E CONZ� MuC T TEM11ORARY SURFACL I WHERE ORMNA G E 3 WAt ES ANOVOR DIVL �?SIONS REDUIRED IN �,h OHAINA6E GONFROL AREAS OF DIS TURSANCE BASE OF SLOPESOF FILLS AND CUTS ,,NS 7 411 AI)DI FIONAL EROSION & r WHERE 1,0NIROLMEASURES R L, -) (,'I P E D AN(),OR AS ::Vf',LPE0 �N,S� AND A,1A/NTA;NALL FRO "IGN i I IkE �;/ TE iI_;,iA1[NT CONTROI MEASOHL�'; HFUCl/E ACGUMUL.ArEo SEDIMENT FROM JEDIXILNT BARRIER6 1 CAI(,If - t3A,131N - AS IT - IS - COMPI - 1_� -Chf- Nr rAI 1, SEDIMFNT BARRIER A f t: .1 ED EACH CA rCH 8/1�;,N L ROUGII GRAD&O STABILIZE- OISTUHHED ARVAS APEAS CUTSIDL Oi� PANIUNG. DRIVEWAY AND STRUCTUPE LOCA,11ONS NSPLCT AND MAINTAIN ALL ERC)SION 'PLACE EN TIRE SITE 'EDIMENT CONTROL MEASURES. rlEkfo VE ACCUMULATED SEDIMENT FROM 6011NO SEDIMEN r BARRIERS TOPSOIL COMPLETE FINAL ENTIRE SITE GRADING AND PERMANENTLY STABILIZE ALL DISTURBED AREAS IANOSCAPE SITE As HEQuiRLD OR DESIRED 6N TIRE S ITE VAINtAIN AND REPAIR PERMANENTLY L;1,40111ZED AREAS REkK)V[: AND DISPOSE OF TEMF4DRARY ENTIRE S17E LROSION & SEDIMENT CONTROI BARRIERS AND DISPOSE OF ACCUMUIA TED ;EDiA1EN T_ CHECKLIST FOR MAINTENANCE OF MEASURES LOCATIO I DESCRIPTIO I DATE OF MAINTENANCE ANTI rRACXING PAD SEDIMENT BARRIERS REMOVEACCUMULA TED SEDIMENT AND MAINTAIN STONE INSPECT REGUIARLY AND DURING AND AFTER RAIN S -MIR I, is REP41H OR R1 - _P1 AGE: AS REQUIRED RE�IOVE A(;C;UM(jLATED SEDIMENT AND DEBRIS ENDPE �ITE I MAINTAIN TEMPORARY VEGETATIVE AND OTHER IVEASURES A,, REDUIRED VAINTAINALLPERMANENTLY ��TABILIZED AREAS UNTIL SECURE INIIIALS OF RESPONSIBLE PERSON PR OJEC T DA TES DESCRIPTION QA TE INITIALS DA TF OF GkOUNDBREAKING FOR -ROJEC T DATE OF TEMPORARY STABILIZA TION CA 11- OF FINAL �3 TABIL iL-A I /ON APPLICANT., OONAI-D CHKDREE 57 9EEZZE9U,6 ROAD SOUTH WINDSOR, CT 06074 TELEPHONE., 060) 644-4687 /1 1.41A Ir-,O C , DONAZ-D CHILDR,�_E 57 9FFI- ZE&19 ROAD SOUTH WINDSOR, CT 06074 TEZ-FPHOME: 4960) 644-4687 017d 0WU,z__RS,, ,OENISE ANNUNZIA TA 24 INDIAN H11- L S TREFT EASTHARTFCRO, CT 06108 TE1_ EPHONE., 060) 289- 7&:-"8 BRICK OR BL 00 EXTERIOR (TYP./ L---------- /OVERHEAD DOOR (rYP.) -� -----------------------------------------------------------------------------------------------------------------------� -----------------------------------------------------------------------------------------------------------------------J METAL -FRAMED WINDOWS & ODORS (/YP.) ,p,4.s F ZZZy14T101v SCALE- 1/8" = 1 '-O" -------------------------------------------------------------------------------------------------------------------------------------� L-------------------------------------------------------------------------------------------------------------------------------------J AL UMINUM WINDOWS (I''P.,) �Y. �'�S'T zzzIV,4TIO.ry SCALE- 1/8" = 1'-0" rN0/RECT LIGHTING /r,in 1 AL UM/NU/N WINDOWS (l)-.) .1VU1Y11Y �LLy "f/.fI dl U1V SCALE.• 1/9" = /'-O" ,S017-rW zzzf1�1T10.1y 504CE.' i/8" = P_0" — 9'-1/ 1/8" (TYP.) BRICK HEADER ELEV — 8'-O" BRICK HEADER ELEVATION AT EACH WINDOW D" O'-O" TOF'%CUiVCTrE/E SLAB ELE t%ATi(Ir✓ — 4'-O" TOP/FOOTING ELEVATION 9'-1/ 1/8" (TYP.) BRICK HEADER ELEV. 8'-O" BRICK HEADER ELEVATION AT EACH WINDOW D" O'-O" TOP/CONCRETE SLAB ELEVATION r n" rno AM1) r1A11 F1.0 4 r11bV 1yOT�: 9'-1/ 1/B" (IYP.� BRICK HEADER ELEV — 8'-O" BRICK HEADER ELEYAT/ON AT EACH WINDOW O'-O" TOP/CONCRETE SLAB ELEVATION 4'-O" TOR/FOOTING' EZEVA77ON -- 9'-1/ 1/8" (TYP.) BRICK HEADER ELEV. 8'-O" BRICK HEADER ELEVATON AT EACH WINDOW D" -- D'-O" TOP/CONCRETE SLAB ELEYAT/ON 4'-O" TOP/FOOTING ELEVATION THE ELEVATIONS SHOWN REPRESENT THE PROPOSED Afi'Cf//TFCTURAL DE/FOwi-iwTpE Cv.1.SLR//CT`'nA/lT R TNFDiv R/M cD O UCTEBU/DINO 7-0 BE CONSTi ON LOT 814 SHALL BE OF SWILAR ARCH/TECTURAL DES/ON AND FEATURES, W/TH THE L OCAT/ON OF THE SPECIFIC FEATURES TO BE IN ACCORDANCE HIM11 THE LAYOUT AND ORIENTATION OF 7H47'BUILDING. COPYRIGHT 0 1998 MESSIER & A5SOC147ES, INC. SURWMRS - ENGINEERS THESE DR4WNGS ARE THE PROPERTY OF TI/E EVG/NEER,/ SURVP)OR AND HAVE BEEN PREPARED SPEC/r/CALL r FOA' 731E OWNER FOR M/5 PR(ZECT AT THIS S/TE ANO N?E NOT TO BE USW FOR ANY OTHER PURPOSE, LOCAROM OR OWNER WITHOUT WR/T7tN CONSENT Ur THE SMINt'Ml' SURi DOR NO 9ECLAR41701V /S EXPRESSED OR IMPLIED UNLESS TH15 PLAN BEARS 77/F EMBOSSED SEAL OF THE LAND S(IRbt-)OR AND/OR PROI MIONAL ENGINEER WHOSE SIGNATURE APPFARS HEREON APPLIC4NT OONALO CIV&PREE 5'7 QA-r17FR//A 9ndD SOUTH ANOSOR, 0 06074 TELEPHONE: (1860) 644-4687 i OVERHEAD i DOOR i OVER//EAD � Lh70.4 i 25' Gi1FK'E (2fS S.'-) NORTH STORAGE & RARKINO Lowly (2�sFJ (9O SF) SOUTH FLOOR pzdy - LOT S,1 SCALE.' 1 "=20' .1fLO0_1v P�41V - LOT 8 SCALE 1 "=20' 04'MR- 5.• AND OWNtz-_1?S' DONALD CH/LOREE DEN/SE ANNUIV?PP 57 9ZEZZEBU9 ROAO 24 IMAN f//LL STREET SOUTH 011MOSOR, CT. 06071 EAST NARTFORO, C% 06108 TELEPf/ONE.• (2660) 644-4687 jELEPf/OrVE: (1860) 2,99-7(1?8 MESSIER & ASSOCIATES, Inc. '1112i9' 2 12/0j/97 ARCHITECTURAL RUNS 4 (T2 09 199 PREPARED FOR.- Il 11 A F I r r I /Y rr rr nnT.nn U_ 1 AI7/)A/' '1 1).1 f_v'1� lIUIV �11,1/ (tlI1.UlCCC �" rt.zt /Z (/L v rlDAY11P ( 99 CO1f�/ii��'SR0Z- WAY SOUTH WINOSOf?, CONNECT/CUT ALX)EL? (l{fh'ET,' a A,�Rh:XW* 1%ki&S or AD,YcSSL:_ RDIISEO ELDYAPONS & AODEO 12009 PLANS 'mile FILE v 97-081-6 L:JTE : - 1�ZZyi SC4Z_ : Os noted VESION . __ S✓B OR.463'N : S✓B S�✓£Er _ 6 OF PW6LT01_ No. 97-044 PL,-LV NO. 97 091 "•'• �'~\� � � " 1 � �>� r `C � � � � �Uu�l7- =:t = Y, �a-Lv�. �� �t'lth t�Jl�zl� r _ 7 a� Deli% `l�uZ d�>J _ u f v �1 J AIN�• \z • r,,fi.•^ 1540 SULLIVAN AVENUE SOUTH WINDSOR CONN 060�< 15.10 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 (V \tip• • ^ AREA CODE d60 / 644-2511 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN 06074 AREP, CODE 860 / 644-25t t t�sup [�^ '✓rf_I AREA CODE 860 / 644-251 t CERTIFIED MAIL November —4 1997 Donald Childree ,57 Beelzebub Road SOUth Windsor, CT 06074 Dear Mr. Childree: Re: Appl 097-80P, Childree Resubdivision At the November 19, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #97-80P, Donald Chi.idree - Conservation Plan approval for the resubdivision of ± 1.5 acres to create two lots and Site Plan of Development for the construction of a 5,200 sq. ft. building and a 6,000 sq. ft. building on property located on Lot # 13 & 13A, Commerce Way, I zone (Assessor's map # 133, parcel 8) as shown on plans , nn•7 T1�... prepared by Messier & Associates, Inc. and revised through November lu, 1 approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must he submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. Construction activities and design of infiltration system shall be subject to the approval of tllc -1own Eiiginoel-. 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. 4. The permit is valid for five years and shall expire on November 19, 2002. It has been IWA/CC's policy to notify landowner(s)/applicant(s) of expiring wetland permits. However, it is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. ��� required ti,A nt,rninPri and s ihmitted prior to any activity on the site. .5. rill approvals required must v�- v.+...•....ed .,,..-- _---"'-'---' r - - - - . - n. A contact person shall be identified on the plans. We recommend a bond is the amount of $2,000 to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control vleasures. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION CUNIMISSION 1 , Elizabeth A. Warren, Chairman E:\W,/ pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer Messier & Assoc., Inc./288 Main Street, Manchester, 06040 January 15, 1998 Certified Mail Donald A. Childree & Aaron A. Adamec 57 Beelzebub, Read South Windsor, CT 06074 Gentlemen: Re: Appl #97-80P Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 1998 to approve with modifications the above referenced application for a Site Plan of Development for the construction of a 5,200 sq. ft. building and a 6,000 sq. ft. building on property located on Commerce Way, I zone as shown on plans prepared by Messier & Associates, Inc. and revised through December 3, 1997. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $1,000. 4 An a --built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $2,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. Engineering comments of December 29, 1997 shall be addressed to the satisfaction of the Town Engineer.. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk by May 2, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairman FAC / pmm Cc: Town Engineer Chief Building Official Superintendent of Pollution Control • • _ r _ L a t Tire Marshal Messier & Associates, 288 Main St, Manchester, 06040 CONTACT PERSON; OONALO CfllLORZE January 15, 1998 Certified Mail Donald A. Childree & Aaron A. Adamec 57 Beelzebub Road South Windsor, CT 06074 Gentlemen: Re: Appl #97-80P Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 1998 to approve with modifications the above referenced application for a Resubdivision of ± 1.5 acres to create two lots on property located on Lot 4;13, Commercr Way, I zone as shown on plans prepared by Messier & Associates, Inc. and revised through December 3, 1997. This approval is subject to the following modifications: 1. This approval is for 2 lots, number 1 — 2. 2. Drainage and construction for this subdivision is subject to the approval of the TrtWn Engineer. 3 All lots shall be served by the Town of South Windsor Sanitan' seiner s}'stem and arc Y subject to the approval of the Water Pollution Control Authority'. 4. Water shall be supplied to this subdivision by public water. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 7. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineering shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 8. A drainage assessment fee in the amount of $100.00 shall be submitted to this Commission. 9. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. Black and white transparent mylars of sheet # 1 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this L _ _...a --A �:-,-, rl ThP Ipttrr of approval of this Commission within 30 days to DU stallllJCU arrd 0rs..�.�. _ ••� -�--- - - = Commission, Inland Wetlands Agency/Conservation Commission, as well as WPCA must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the office of the Town Clerk by May 2, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION .t Frank A. Castro, Chairman FAC/pmm Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Messier & Associates, 288 Main St, Manchester, 06040 7i9_1Vn c,7e S_o_� 16y,&UL7k�_)t 154o SULLIVAN AVENUE_ • SOUTH WINDSOR. CONN. 06074 AREA CODE 860 / 64a-251 1 February 11, 1998 11r. Donald Cliddree 57, 13eclzchuh Road South Windsor, CT 06074 10:: Resubtlivision for Donald Childree &Aaron Adamec 89 Commerce Way Sol 111 WINDSOR, CT Dear \if-. Chlldree: 'I'Ite: South WindSOr Water P011utiun Control Authunty, at its regular meeting of February 3, 1998, gave approval I•or connection to the Town', sewerage system of two cOlnmercial buildings, as more specifically shown on plans r11CC11 d "Rc Subdivlsum Plan prepared for: Donald Childree & Aaron Adamec. 89 Conunerc:: Wary, South Windsor. Connecticut" by Messier 9, Associates, Inc.. Project 't0. folloWi Drawing } : .I.,..,,t nr•fnkt-r Q7 revved 10/1b/97, 1 1/10/91, and 12/03/97, and sublcct to the Culluwtn�a lvu..1 ur t� u,rwu t conditions: 1. Technical approval of the Town Ergineerine Department. h;e ver_12C connection will be given once the _. Final :\uthority approval auui :icceptattce `'" te J,Tuwn stair, and based upon the written venlicat, 11 sewer line has been installed and inspected by the Of the Town staff that said sanitary sewer iine was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. This approval letter must be superimposed on the final approval plans. Very truly yours, Thomas Ilindson, Chairman Water Pollution Control tiuulUrrry cc: m.udiew Gallivan, Town Manager lalichael J. Gantick, Director of Public Works Jetty lazzetta, Town Engineer Marcia I3anach, Director of Planning John Collins, Chief Building Inspector Mr. Ray Nelson, Messier & Associates Nis. Denise Annunziata ,4Pf'L/CANT.• O IMRS •- DON,4L0 00N,410 Ch//LOR,6E AND 57BEELZEBU9 ROAD 57BEELZEBUB ft'0,40 SOUTi`/ U11MOSOf, CT. SOUTH W/NUSOR, CT. 06074 06074 TEL EP/i�ONE,• /860% 644 4687 TEL Ef'hfONE,• (86.0) 644 4687 MESSIER & ASSOCIATES, Inc. SURVF-YOBS - ENGINEERS - - MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928--1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION APPRO VA S COPYRIGHT ®1998 A1E_VSff R & A5s"7ES; /AV. PREPARED FOR.• ThfN£ DRA"VOS AW 7W PAWMTY OK nk- £ - DONAL D CHIL DREE 3 AARON ADAMEC SURI1nV AW MW 8ffV PR£Y"WO SITCMV i Y ITAR TN£ O#ftW ftW nO PRa*Ct Ar T7#S SITE ANO ARf" NOT m Be ilsw ft w ANY 017,1C-R POR w& [ OC.1IlOn( OR OMW£R * MAVr I RIMN CONSENT Gi' P C C CAC-L,e/ SURWMR. NO 01CL4 ,rxW 6 L-XPR><SA1-O at Aff-M 04M POS 89 COMMERCE WAY P"V BEARS rM [ D SEAL AF 1W LAW SIh"VtW Ate. ,o,�•�„ L £nrw££R #rnstr WMrCW SOUTH WINDSOR, CONNECT/CUT A RS /.1<'R£ON DEN/SEANNUNZ/QT,4 24 /ND/,4NH/LL STREET EAST hHARTf01?,0,, CT 06/06 TEL E/'HONE•• 1"860) 289- 7828 a11-lr : OPZgq NONE Qr�y � 1✓OivE �� ,_ arm , „? F.N. 7 mq,+>>`rr Aix 97 044 icy" /VX 97-06/