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HomeMy WebLinkAbout98-37P_ONSI CORPORATION_BIDWELL ROADYON 90 BIDrELIj ROAD SOUTH TYINDSOR, CONNFCTICUT Lo R q O a 0 0 G011E/lly RS H/GH/ygY Raw Z SITF RpAp N�gERRY ^� OLONY ROAD N�BERRY � C R0.40 S4TELL/TE !'p,40 a 0 0 y Z LOCATION MAP (SCALE-.- 1 "'-800 ft.) ✓E SHEPARD Co. Po O. BOX 415 EAST WINDSOR HILL, CT. 06028 APPUCANT ti::t".BSir.::s.:(ud�T9:i't�'.• r: �i � ....;�m�''! ..� _ wir.�+o ...,. � , v- • `i ,. ti ; q�` A C•r t ( 9/as, i.� . ' ... - ..."'�•'�:' �n�..� t"�u�'::L'�isu._., .:.:_i �: ;'...'�,:r:.r 3:.�sra:.�•'.�r4�.�Y!f#fii271 ✓E SHEPA RD Co. Po O. BOX 415 tl�aHMr� EAST WINDSOR HILL, CT. SHEETNDEX 1 - TITLE SHEET 2 - KEY MAP 3- PL OT PLAN 4 -PLOT PLAN 5 - TOPOGR4PH/C MAP/S/TE DEVELOPMENT PLAN 6 - TOPOGRAPHIC MAPISITf m DEMELOPMENT PLAN 7 - PLAN &PROF/LE PROPOSZDROADJ 8- NOTES, DfTAILS & APPROVALS PREPARED BY: MESS/ER c4 ASSOCATES, INC. 288 MNN STREET MANCHEYFR, CONNEC77CUr _ 06040 t * MESSIER & ASSOCIATES, Inc. SURVEYORS ENGINEERS 288 MAIN STREET MANCHESTER, CT. (860) 646-6013 PUTNAM CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION PRal No. 93--106 PLAN No. 93-067-1 A M rCH L INF A M MH LINE NEW A9acER7Y LhVC NIF d.f. SHEPARD CO. L OT 10 'J. E. S. INDUSTRAL PARe A90PDUY LINF R4 SIDWELL ROAD Cn IV C" C' NIF J. E. SHEPARD CO. LOT 10 "d. C. S. IND US TRIA L PA Rr A90POS0 RAILR04D 7YPE 5MM9 rA7F (AWOU47rALLY C*V7R6UM)j AqaDaSLcD SY C4AV OR M 6AWV-LINK CWMUNICA776W NM FDVCE SZWAY7Y 57AFF — — — — — — — — — — — --- 7"ur — — — — — — — — 8 e e e e e e e 9 9 e e 0--e e 9 9 E4WVEW IN FA; OR 6 F 90 &D#EZL ROW PROPOSM ((z rN T S 50'--16-'-3z-' L-/ 7' E EM77NG 'EDCZ OF PA W WEW 100' #FOf PERMWOff &LSSVDVT f OR AWA7F RW, &TVrYoW0 fZ?eX CVWSMWrAW ANO WN7E?d4AC4r ANV 6R4aM CVRbVAV'-,-- 10, S. y D" D" CCWCR&-M I I k N v I I Lev LOW&" m6r OF PA KWEAT fN7R4,VCE` EXISRNG Cr� 817uulwOus mw aocioyEr PARKING AREA DVTRY WZ7AW" APPRaamwr H. VA C zlw� mp. IJA#r OF #E7ZA4W AWPCtSED rAkEN FRUW a9704L I PAvpasm pow M#W #EnA4W MV -L&'Awm srAvLwRo CaAr #nH SZWRff Y R C"EM A 0VNfl OR EDGf OF DAL�Z-JAM17' P44N7M AWA 07SIN9 4a4oeq6E` DOOR 0 0 N 50*-45'-35'-' W/ e e e e e 9 e e— 15.42' V PROPOSM (N 16*-53'-20r' E) CWN-LIIVK N 17-06'-45" E 0 309.55' 44.67' N 50*-17'-11" W 0 (N 50*-30'-36" W) NIF JANET S. PRIOR (N 39*-25'-5S' E) N 39--39'-18" EZ 1042 MAIN STREE T 40.00' I u— Nlf EZE4NOR R C0HSN I 10 COLONY ROAD rO 7ALr &-S7* ac MY AMN.MW AW AEZA9r 7#5 M(f S $tWXW7AU Y CORALRC7 .4S M07M AiSWW AW RW SU%EY A4V AW MS aFEV A99%iEV AV ,4Cr-�� *7# MrIMS W-JWSL- I 7AW W-XW-M OF 7W Ara&47A%W 6F 6VV&V7Xff SrA17 AdEAOU - "A*%*W SrAid%fff �CW S&AWn " MVS hV 7W SP)T ar CVA#WC7XVr A.T DWq2?SW hY 7hE' CVKfWr7XVr AS5"7XW OF L44V 5U?kfXM AC hr 5,4 A~kEJofMT L"7A%V-PR6PO-W /Y" BtSW aV A A9194ST Af3Z,4%fY CageaftM 70 ht%VZCNr.& AVV&R4Cy ZZ4".4-Aq (3ZT AV)Z:Y I*-REW.) At LlOH77NG RA7VRi- ON 8VILDING WALL DoLw EXIS77NG -"R NIF MANCHEY LIVITED PARTNSR�o"HIP Aq0Fa5FD aWN-LINK LOT 3 817UM11VOUS *vd E. S. A IND US Tfi YA L PA Rr PARMING ARE4 A9acER7Y LINE (-,n, = 08'-33'-23" R = 325.00' T = 24.31' La 48.53' .90 fflpKff zlz B19,410 F.4c4lvF spl4cz Fo EXIS77NG SmMo H. YA C 11,VITS (7-rp.) DOW #"H 5' oZZ44SY NIF f-DWARD S. TOCONIS 102 COLONY ROAD WAG- w-, 70 PROPOSM CAWN-LANK G47F COXCRM 50'-00 MON L = 8Y-04'-48" R = 25.00' T = 22.15' Lo = 36.25' Z?/;ruu//VOUS PARKING AREA v CV1VCRf7E -V"" NIF IN JE- SHEPARD Co. 75 SIDWELL ROAD LOT 4 "d. E. S. IND US TRIA L PA Rr N% F APAWXIM47F LIMfl- Of' #E7ZWDS rA*ZW FRW OfFXW row #En.4vos Aw NIF CORA' ASSOCIA Tf -5 f /) f ADIP) W-C-1 I LDI') A n /L/f U1L1rrC-L-L- fTL/AIL/ LOT 6 "J.E.S. INDUSTRIAL PARe IL = 28*-40'-48" R = 390.00' T = 9 9.7 0' La 195.22' A m a m LINO 46'-55'-00" R 175.00' T 75.94' La 143.30' f -x YON SWnARY -%ZWER OAW SFaRr CaA2XXTZ 119a ff'69Arzzz Ra.4p Rt%W OF W4Y R"F. 4z SP4 C' 6 laa ffZ9#'eZZ AV" I ro RZI WZ/ V/ 8MUMINOUS PARffllVG AREA N 50*-20'-42 (N 5(7-34'-O-r' W) NIF EDWARD D & PAULA S HOLMES 92 COLONY ROAD S. r Nlf VIADOTAS L. & DOROTHEA 8 Mll,(ALAUSKAS 80 COLONY ROAD 0 EXIS TIN6 IRZ7N PIN 0 PROPERTY C3,?NERS 0 CXrS;r[1V6 1VZ7NU1VE-1VT 0 1VZ7NU1VCNT P,911VT 10, ANQ C PZ71NT THE LOCATIONS OF THE EXISRNG UNDERGROUIVO UTILITIES SHOWN ON THIS �LAN ARZ- B45ED ON 10H�'SICAZ f VIDENCE 08TAIN-rD IN THE FIE-LD AND AVAILASLE MAPPING SY 07HERS. ALL SUCH LOC47101V5 ARE APPROXIYArF ONLY AND rHc ImFoRmArlow sHomv mAY wcoRREcr OR INCOMPLETE ALL E-Xl5rllVG CONDITIONS SHALL Sf- CONFIRMED SY THE EXCAVATOR IN THE FIELD PRIOR TO SEGINNINO ANY WORK, THE EXCAVATOR SHALL N07IFY THE CONNECrICUT "CALL 8,-f-0RE--)-'0U-D1G" PROORAY AT 1-800-,922-4455 AT LEAST 48 HRS. PRIOR TO gi-GINNING ANY EXCAVA77ON FOR MARK -OUT OF THE LOCA770AI OF ALL ZXISTING RE UTILITIES 8Y THi SPECTIVE UTLITY COURAIVILFS (S 51'-34'-25" E S 51'-2l'-0(T E RECTRKAL MIMMAIER NIF J. AE SHEPARD CO. LOT 9 "J. E. S. INDUSTRIAL PARe NIF LIOSEPH M. Df LANEY (L IFF USE) & KATHLEEN FRIEND 62 COLONY ROAD OWER & A8ffwra&6Tl ,/,f SHEPAW Co. P.O. " 415 MSr #YNOSOR HILL, Or OW28 ASSESSORS MAP 5,9 L 0 IrS I & 38 LOT AREA = 8.82:6 Ac. J84, J42i- S. F ZONE- INDUSTRIAL Ref. V01- .95 / �09- 427 Vol 177 /Pg. 49 COPYRIGHT 0 1998 MESSIER & ASS"= 1W. THESE' 0KX#7N6S,,4R.- 7H.- PA"OERTY OF 7REFMOMMI SURPEMR AND H4 W SUN PREPARED SPECIRC4LL Y FOR ME OMER rOR 7HIS PROLIE-Cr A r THIs sqr Alw Aqr MOr 70 8E USED fOR ANY 07HER PUfiPO-Z LOC477ON HOUr OffrfFN CONSENr Or rhF`,'WG1,WTR1 OR OWNER Wr SVRWMR NO 0ECURAPON IS EXPRESSED OR Alpuilig UNLESS NIS PLAM aWS 7W M80SSED SEW OF ME LWD S44?WMR ANQ10R AROFE3'SION& EWNEER #NOSE SIGNArURE APPEARS hV?f0,V N 51*-2l'-34" W (N 51'-34'-59" W) NIF LA WRENCE- d. CUSSON & Df NISF MEDEIROS - CUSSON 50 COLONY ROAD NIF JOSZ-)OH KRYSINSKI 125 BIDWELL ROAD LOT 7 tJ.f.5. INDUSTRIAL )OARe Ole rA LIMIr OF #E7ZWDS O� wov FRom acrAnw �L 010 I I 70#N #EnAoVDS W L4 C� (I NIF d.f-. SHI-PARD CO. LOT 8 411d ES. IMOLISrRIAL PARe A A NIF WIL L 1A Y SUNISKI 38 COLONY ROAD GRAPHIC SCALE' 0 im 6mmmmi 40 FUT ,,.,L IMESSIER & ASSOCIATES, Inc. 1 1 lah, #I too I m-",rew-n mmeu%c-mr%o- .96 ftdMAlVA'r^ oz/ 1w SURVEYORS - ENGINEERS rAic" " r-#IvTnllvLvo MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING SURVEY - DESIGN - CONSTRUCTION PLOT PL4N (royp IC&E = gi-057-jawo, A00T. 10REP'Al?,60 F01?- 10-40 /7 I dON a4S a45 ONSI CORPORA TION ac .90 91,0HIZZ-Z ROW RJ- 104 V 501171 WIMOSOR, CONNIC71 117 RL" Aob. -9J-067 MA MH LINE 70 70 72 72 70 A M MH LINE SEE SH= 6 1 SEE SH= 6 ",t /1' iA 72 PRM & aa &79flY CORRAW NIF 11 11 /1 / ---- phoposm 4#w7s9Qww \ \ J. E SHA EPA RD CO. COAN9.4WA79M & ; . . ...... SECUW C4fta AV NIF LOT 10 2 CO%VtM INDUSTRIAL PARe LIMITED PARTNERSHIP 68 66 PAVPOSM S-� LOT 3 OWN-LINA' 917VYINOUS MWEr '"d. E. S. IND US T) WA L PA RK" 64 7o,,,72-,, PARMING AREA Illy — — — — MOW SDW? AgMW" k rF-70.4J 6-2. PROPOSM PROPEWY RNM W rrPF ZINC 'L = 087-33'-23' AV) SWNG G4777F R = 325.00' V(IN) T 24.31' (AU70MM&LY AMPOSED BY CAMW m La 48.53' 4- Wlr,,4RY a4roy !!�,pv C")WOANIIUINM�CA4 Why lit rrpr CL -:, rF-6748 PROPERI-Y SECVR17Y STAFF jamw 84sw 11,11, hW. - 8J. 68 (1,r hV N) -006'= — — _ -1 7wr *a" — — — — — — — — 12- pw RIM. - 6J. 48 (15* 041r) o.- w� rF-678f INV- 59.56 (W7 N), TO: hV 0 a e E) e E) 8 E) INV- M.&T lh'VV "m -Nr N hW. 59. SLY ?4' #V V) .. . ... RL14D &US"t hW.- 5468 LAMY NKER 8i'7VA11,VOLIS C6NCRM FAMN 6F o9jr u 90 AVD#M wwv S 5917 -ou F- r", Pd. r16 XF A" 62.01(21-, Ea w4mR .- mot (Is- ov r 5 bb 10 rm-- w ty, walfs �� I ig- s /Av- si.9i (W Our Lau— '2-70-12 60 151\1 ty 0 N\ asm!, r N CUPI-#W.- 82.31 (1�r AV s4AfrARY 730 83*-04'-46' R = 25.00' 50'-,16'-3-;1' E (S 50*-30'-02" E) T = 22.15' 366.98' & La 36.25' I RCP CHVN-L1#K NN, MAT A" PA#VrM 2AV 70, 5. K 0044SU nM40W 2 EA s-\\,7 fDV4X CDV7Z?WJW I IC rus awm ��'45* EYISANG rV046"r 4� PA"DVr N wv I RV D SH' Al 1A11 � g"7* r�69; r984-e P 4 7(� IN� 4 f=IV p Mk YN 2 57 3- 48" 0 0 5 . 1 ' \ ) 3 .25. M 61 R4W (F)PE LOC41XW A?acV-ZV I I SPACES WWWOUS 1014w A9VPa5FD *mole CLVWRE7F PA PAVP0SXV qR#htzD7 6' COMM7F RMIF WV SMV M If PA0cVSM 04MY 845N 1 917ZIM11VOUS 6tWrAWr 6WSSM 6 SPACES SM040YEE r SW44E & 80W 70 C044ECr -qmx RARKING AREA ovmy RVA067 AND AUOW IAMM7700V rr-0.7y 11 \ "­� ol A4 CAMY 84SYN INM 6KWND 104 r,--65.52 I . * -1 -,. * - �, \,- - - L k I 2 AV 0%, 1 / / / IV 7Y I Ir 7V CAAUPY I 2 ICA E)(I'SANG % I i C it, SE-CURff Y DOOR DMA06 2 CM46r CmEm I PG DOOR MONMOR 2 AV EDGE OF PA N7 2 EA IEM0 TRA01OR 7RNMR 2 IC MkEZ AArA 2 RV NIF AEW All 7M A07 co P DWY N LAC A90CER7Y do, E. - 5N 6 A RD A9000SM LAC A4AYAW L OT 10 EXISANG *"do E So IND US TRIA L PA Re RE51)WPE D057M - DOOR SURFACE MOUN7ED 07 PAWSkVV7 FM C� I D" UGHPNG ON WALL R4 81DWE'LL ROAD A AEW PA0M PArMW Nk CWCRE7-- (f YP.) Mcli nw *a' 4 KF-M02 . I . Aw"77 4v) H. Vk C "57 11NIM (rXF.) R, r'17 DrISMW Empio?lr EN77MMU' 151001�oz 4 fzcr 4 - .�L C'Y14:MA1r. .90 ffzpfflrF" R.19,4110 ;0 c L 4 a I 917ZIMINOUS IC? AEW 0 jV4C41VT SP34CT FO 44, \ \ \ \ \ i:r-, 7- pw - ­­- DWRY \ CONCRETE PAVEMENT 6 DOOR . .... .. MSMV LIGH77NO RA7URE kERr Dvo H. YA C ;P—ON BUILDING WALL AA0RO4MT AAID RIP-R4P (rrp.) hVY- f2W LIA#r af WMANDS I, L lin n (k- 12, RG Pi9acffM MEN FROW arpm PROPOSED 10 50ACE51 I I I Dvmy /,MWX rOMW #E7UNDS AAR —L i 6*0W SW6404W 2 EA U2 AV #PH SEMR17Y 2 IC C"Du MavlrcR 2 RV 2 A41 it I A9a00SW AF)(1577A(G Doa? f-DGE OF A9aq7sw 4wZER090" 4 - - - - - - POMER 4* SM44W7Y CA&ES PLAWW N SS"7E COACIUM AREA LvVnw a4444X EXISANG DOOR DWR 0 0 Ap,-Rox1m4r,- L OCA 7701V OF N 50*-45'-35' W TREE LINE EXIS77NO DWR DZ7M 15.42' Awposm CONCAM AqUPOSM str A4D CH vs NK (N 16'-531-20- E) FEWE a N 17-06'-46' E 0 309.55' 1 0 Y 9 e e 9 e 44.67' 40 42 4446 4850 60 62 N 59 -17'- 11 " W 64 66 (N 5(r-301-36- W) H. VA 24AR90RVIr UN17Y (rP..) FRaqZW .4.C' Dow #"H Smogs 51,FZMY XISTN6 (N 39'-25'-!3: E) TREE L INE 5� 9 '1� %*1 CaVCAM PAO N 39-39'-18 E JANET So PRIOR 40.00' 0 1042 MAIN STREZ7 NIF i-LEANOR R. CQHSN 110 COLONY ROAD .............. - 44 A Z,� Aim NIF EDWARD So TOCONIS 102 COLONY ROAD A4,fAXM:'F.Z&XF SNCES PMW&cV.- 80 70)AL 76 9'W x f8% CONWA(TIOML 4 16'Wx 18% YAeV-ACV&-SS4&EHWDrAP ---------- 66 ------------- WNC) 10 GAS RAA 3 a MDERS 7 7 7 / 7 7 7 7-7—/-7"/ OIVX SFOW r C0zYirRXFZ Wr-L467r.w 0" mw G47F 5' ai4W CaVCRE7F A40 489.30' N 59-20'-42 w (N 50'-34'-07- W) NIF ,6DWARD D & RALILA S HOLMES 92 COLONY ROAD I—. ­ 0 EXIST/Ng 1AIZ7N P.[N 0 RROPER7r CORIVZ-R m EXIS TIN6 HZ 7NUME -N T ID IYZ71VLIIVE-NT POIN7 AN67LE Pgilvr --- EXIS TIN6 CON TOUR PRSPOSEO CZ7NTOUR C. a) /00 ".1pKe" Ra" XFIXTI" ".1vF2z sp4cle [TO "I V41AY NIF VIADOTAS L. DOROTHEA So MIKALAUSArAS 80 COLONY ROAD rHE LOCATIONS OF THE EXISTING UNOERGROUND UTIZIRES' SHOWN ON TH15 PLAN ARF SASE9 ON PHYSICAZ EVIDENCE 08TAINEO IN THE f7fLD AND AVAILABLE MAPPING SY OFHERS. ALL SUCH LOCARONS ARE APPROXIMA rE ONL Y AND rHE INFORMA RON SHOWN AM Y RE INCORRECT OR INCOUPLETE ALL EXISTING COADIRONS SHALL SE CO1vF7Ry6Z? gy THE EAICAVArOR IN THE FIELD PRIOR TO SCOINNING ANY WORK THE EYCAVArOR SHALZ NOTIFY THE CONNf-CTICUr "CALL 8f -FORF- YOU -DIG" PROGRAM AT 1-800-922-4455 AT LEAST 48 HR5. PRIOR TO SEGINNING ANY EXCAVATION FOR MARI'r-OUT OF THE LOCATION OF ALL 6XISANG UTILITIES SY THE RESPE-CTIVE UTZ17Y COMPANIES. Kz) NIF iL JE SHEPA RD Co. 75 SIDWELL ROAD LOT 4 INDUSTRIAL PARe A PPROMA A rF UMIr Or #EnANDS MEN FRW OFF?a& MW #E7LWDS MV NIF CORK ASSOCIATES IL = 28*-40'-48" 101 SIDWELL ROAD R = 390.00' LOT 6 T = 99.70' ld.E.S. INDUSTRIAL RARe La = 195.22' q ,!I = 46-55'-00" R = 175,00' T 75.94' La 143.30' EX. MON. 76\ 74 (S 51'-34'-25" E S 51'-21­00" E 71t771—�,r,?-1717XZX/1 6a. NIF JOSf -PH KR YSINS10 125 BIDWELL ROAD LOT 7 f -. S. /A 0 US TRIA L PA Re LY.4 Ica/ SMARY SEMER R%Nr cr My 71 U) APPROAM47F 817ZIMINOUS (A Lw LIA#r CF #EMAMM PARKING A REA c I q cq WEN FRCW OFFX)W 0 1 1 70)W #E7ZArVDS W PD po r,� 101 L4 EMCnDrWIL NIF MN-VORWR E E SHEPARD CO. LOT 9 NIF '*do E. So INDOSTRAL PARe J.f.- SHEPARD CO. LOT 8 I'd. E. S. INDUSTRIAL PARe ------------- ----------- -------------------- - ­ ---------- ------------------------------------ - — -- - - - - - - - - - - -- I - - -- --- 100, Iz - - - - - - - - - - - MCIMMORIA4V IL to, Lm N. 291.69' 72 76- 78 80 82 84 N 51*-21'-347 77- I (N 51*-34'-59" W) NIF dOSf-PH Y. DELANEY (LIFF asf) & I(ANLEi-N FRISNO' 62 COLONY ROAD oftp? & Aaffrd&T2 X SMSPARD Ch P. a 8OX 415 E45r WNWOR HILL, Or OW28 ASSESSORS MAP 59 L OTS I & J8 LOT AREA = 8.82.f Ac. J84, J42--t S. F. ZONE- INDUSTRIAL frv,-. Vol. 95 427 Vol. 177 /Pg. 49 COPYRIGHT 0 1998 M01WE'l? & AM"= 1W. SVRWMWS - DWNaWS MiSr DRAMNC-S AW 7HC PROPERrY OF Mf ZNGIMW SURWYCW AMV M W MEN PREPAR60 -54MF" Z Y fOR rW O#MR AVR MIS PRall'Cr Ar 7HIs sqz Aw A,?r mor ro sE osm dcw ANY omiR PuRposr zoa4mw OR OWNER M`7HOUr #MnZ7V CONSENr OF ME CAigMTRI SURWMW. A10 DMAR477al( IS hXPRESSED OR IMP41ED UNLM MIS PLAM a54,?S ME EM80SSM SFAL OF ME LAW SURWMR AM01OR AqOMWONAL ENGIMZR #H05FS1GM7VRf APPEARS HERMN NIF LAWRENCE'd. CUSSON & DENISE AfED&ROS - CUSSON 50 COLONY ROAD 0 NIF WIL L A U SUNISKI 38 COLONY ROAD GRAPHIC SCWE 0 80 180 0 P 6mmm" 40 120 MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY DESIGN — CONSTRUCT17 TOPOGRAPHICISITE DEVELOPMENT PL4N PR, EPA Ri -D f 0R. ONSI CORPO)?A TION .90 91,0WFZZ ROW SOUT11 WIMOSOR, 00NNZ-0,r10Z1T 071071SW AY11-W P,4WM LAYOUr & MISC AEVISEO AW6Wk7r4.- M" CVZW7-.4=WAW0 rO RL "Mk; SOVEAW.CE A8 SC41,r /"-40 ,17 ZE3XW a4S _V D4S 5 e Phaerr Att, .9J— ,cUV Ath RJ-067 NIF SHEPARD POLA INC. Nlf - d.E. SHEPARD 00. L OT 10 A'�/. E. S. IND US TRIA L PA Re rO AF aFSr OF MY AW#ZMQF AW AR&F 7hff M40 S S6Wr"MU r CaOWCr AS AMM MWW AW nW SVRWr AW MV MY MZW AWWW AV ,4=Wa4Vac WN _qcr770#WeV-_VW- I AW 20--XW-M OF 71C AYMMIR901a ac 6WWCX&T Sr,41Y "AtXY - "MMUN 5r%AGVWo9W SZ~�S AW MfPS .#V 7W SPIF OF CVMWrnWr " DW9a?-W 8,y 7W CaVWr7Xff AZ"" ar L4W SZ4?WXM hW 17 S 4 A#1%VH%fW L 0C47XW-A%3q9_QW RMV B4.Q!V aV,4 A9190DW AEUMEY CaVeVANOW 70 htWA?W,& 4=4W," CUSS,4-2 AM0 kV?7r.& AM#Wr r-2. (3� AVW h9??fW) IVIF SHf -PARD POZA, INC. I _95 GO Vf RNOR "S HIGHWA Y SERWCE 72 ------------ r - ----- -- ----- ------- 74 -- ------ 11L 76 ------ 78 I f It 1 11 1 11 1 f A90POSM MW7DR290" C0A4#AVKA'nUW &, SECUKY C4&a N'\ A9a*OSM 2 COACU173 'y com9w5wm CAS 4h%ES 4, PRWOSM fool ME PDOWNDW &7ZIMIN041S MSMEW FCR AWME aIRMIG - R040, UnLflY AMD fEMX COA67RUCZ)ON AW ----- ---- WEAMNCZ, AW 6MOIAV ZZ M41 i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111U 70 -- ----------------------------- CAWN-LINK MiX It I It I I I /72v XXX XhZXT 7 Or JQ JAW il'! o V4�;' VI I I it I it 1 11 1 t MATCH L INF qFF ql4Fr T �,5 74 72 70 7072 PROPOSM AWAX RaW & ifflLqy cofi"Dw .70 70 81Tuu11vou5 PARKING ARE4 I ECZ-NO 10, XXI, r/j 1L APPROKWX S_� LIMIr OF #E7L4VDS 917UM11VOUS WEN FAVM CFMAL PARKING ARE4 ,rO#N Ofn,4NDS MAP YANe"Wf _Y LIMMED PARTNERSHIP 0 LOT J "d. E. S. h VD US TRIA L PA Rff 7-7-7­7-7_� 0 0 PROPERrY CORNER --- 400— EXISTIM6 CSNMUR rHZ- LOCATIONS OF rHf- EXISTING UNDERCROUND UTILITIZ-S' SHOWN ON 7HI5 PLAN ARE SASE9 ON PHYSICAL f VIDENCE OSTAINE-9 )N THf - FIELD AND AVAILABLE MAPPINO BY OrRERS. ALL SUCH LOCATION5 ARE APPROXIMA Tf - ONL Y AMD THE INFORMA TION SHOWN IVA Y BE INCORRE-CT OR INCOMPLETF ALL EXISRN6 COWIRON5 5HALL BE CONFIRmf'D BY THE fXCAVA7'0R //V THE FIELD PRIOR TO gLcOINNINO ANY WORA' rHE EXCAIAMR SHALL IV07IFY rNE 00AWfICTICUT "CALL REFORE-YOU-DIG' PROGRAM AT 1-800-922-4455 AT LEA5T 48 HRS. PRIOR TO BEOINNING ANY EXCA 1A TION FOR MARK- OUT OF /rHf - L OCARON OF AL L EXISTING UTILITIES BY THE fiF5PECF1VF UTZITY COUPANIZ-5. MA TCH L INE oiff OF & AaffrdmE.. X _WDDARV Co. P. 0. BOA' 415 E4Sr KNA5W H/14 Cr OW28 ASSESSORS MAP 5,9 L 0 Ts I & IT8 LOT AREA = 8.821- Ac. 384,3423� S. F. ZONE- INDUSTRIAL Ref. Vol. 95 / oOg. 427 Vol 177 /Pg. 4.9 COPYRIGHT (0 1998 MESWER & ASS"= INC. SURWnRS - DV6MEW 7yesf-'ov?4wNCs.4R'- 7w �:Ropfwy OF rw Eivn'VEERI SURWYOR AhV �0 W 8iZW AMCPAftV SPECIM-41L Y AOR 7W OHNER AOR MIS A90,IECr Ar rHs sllw Alvo ARr NOr AO 8C 41SED FOR ANY OWR PURPOSE LOC477M OR OWER WHOUr WRI77M CaV_qFNr OF ME EACWNEMI SURWIMR W OCCLARA77ON IS ZAPRES_� OR 1UPUM UNLESS 7HIS PJAN 8CARS 7W J*MSOSSM SL4L OF THE* LANO SURWYOR AM01OR PROn`S� aCYNEER WHOSE SION47ZIRE APP64RS HERE'0M IN. NIF SHEPARD CO. � pv"�_ NIF d. 4E. SHEPARD LOT 4 "J. f '. S. IND US TRIA L Co. PARe 0 GRAPHIC SCALE 0 80 160 40 120 ( M7 ) MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESIGN — CONSTRUCTION TOPOGRAPHIC/SITEREVELOPMEAT PUN PRE-PAR,ED f -OR.- ONSI CORPORA T101V 90 91OWZ-ZZ R0140 SOZ1771 WIMOSOR, CONNE671r101-17' I 1 1 07107198 1 Aa%D COMMUNrA MW & -VWRff Y C4&.A-I� AYD EAsrmmr r (-COW FIZE = 9_T-067-5.0Wu-,) a47F.- sr a a4S 0 4 4 0 9 S T a4s aw1ov �!: Vro r RFN !8 _V&yr 5 ar .9j- 106 pL4,V Ae 9J-0076 I=AV4a 90 SID) IPROPOSED I s/.&w GATE' i( a' 84 :/ 72 64 DATUM ELEV 60.00 V MANCHEM L. P. N/F J. E. SHEPARD CO. LOT 10 "J. E. S. INDUSTRIAL PARe '4 70 76' 74 74 -7e -1 74 76 '6 74 A / /E- i v/ f- J.E. SHEPARD CO. L OT 10 "J. E. S. /NDUSTR/AL PARK" i i ---------------- Q C � P✓/ STAT. = 4*04 74.1 q II VW r — GRADE ' j ALONG CENTEN IN,F OF PRORMCD RaW -- MATCH GRADE MATCH GRADE AT EDGE OF I-- AT EDGE OF EXISTING --j EXISTING PA IiEMENT PA Of MENT i I I I CZ, I Y_I OD II `AJ (�. i J (0 (O I 'V (:. Q) '((-V. ~ \ "MJ^ 1 , (�}` '`^1 ' V I 0f00 '+-)r 2foo .3*00 4*00 5-fo0 ,CtE, HORZ. 1'=40♦ VER 1 -4, OWNED? & APPL/G4 - ✓E SHEPARD Co. P.O. 80A' 415 EAST W1NDSOR HILL, Cr 08028 bb NIT SHEPARD �POLA, INC. 195 GOVERNOR'S H/GHWA Y 68 GRAPHIC SC&E O Bo 160 40 120 M7 m G ® G ® ®' `NEW PR£-E/1�GYNEDP£D \. OWE DYaOSUR£ , \ \ •G0i ®®1 90 S/DWELL ROAD S-- Z:� II PROPOSED II'WEG47F li M 76 72 0. 64 DATUM ELEV 60.00 MANCHEM L. P. N/F J. E. SHEPARD CO. LOT 10 "J. E. S. INDUSTRIAL PARK" -4 761 76 74 74 74 76 76 '4 7Z • I If— /V/r J. E. SHEPARD CO. L OT 10 "J. E. S. /NDUSTR/AL PA Re I q Pv/ Q STAT. = 4*04 ELEt! = 74.1 Q �� W \� EXISTING GRADE ' ' PROPOSED 6 RWE ALONG CENTERLINE OF PRl'PO-1 D RO40 I j MATCH GRADE MATCH GRADE AT EDGE OF �--- EXIS17NG AT EDGE OF EXISTING PAIEMENT PAVEMENT j � I I � ^ Q) O00 O,h N^ �'O ha �CI, 0 * 00 1 * 00 2f 00 3*00 4*00 5+00 ,sue HORZ. 1"-40• w7PT. 1 -4' OWNER & APPUfI,ANT ✓£ SHEPARD Co. P.O. BOW 415 EAST WINDSOR HILL Cr 06028 COPYRIGHT © 1998 YESS/ER & ASSOC M,, //V .. SURVEYt�IRS - £NG/N22WS ThESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVE-YL AND H4VE BEEN PREPARED SPECIFICALLY FOR TN£ OKWER FOR THIS PROJECT AT THIS SIT£, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRIT7E"N CONSENT OF 7HE ENGINEER/ SURVEYOR NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURWMR ANO /OR PROFESS/OVAL ENGINEER WHOSE 5/"7Z/RE APPEARS H&WON 5f 74.23 �8 n�/�- SHEPARD POLA, INC. 795 GOVERNOR'S H/GHWA Y GRAPHIC SCALE 0 80 160 40 120 Fa7% MESSIER & ASSOCIATES, Inc. 's SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION PLAN & PROFILE PROPOSED PRIVATE ROAD PREPARED FOR.- ONSI CORPORATIObT 90 91,0#1ELL ROAD SOUTH WIMOSOi, CONNECT/C(/T 1 1 107/07/98 I ADD EASE/ . S1100' UTIY/TlES 1 (COrbfP. F/LE = 9J-067-7,0I D47F : 9 .sitE &-sA�V ; a4S G3' #W . a4S �' CHE7.3Y .• RFN 7 QC' A4t�lEcrmo. pLAV A(A RJ-0 EROSION A NO SEDIMENT CONTROL PLA ANOCONSTRUCTIONSCQ f. rHe PROPOSED 0EVELOPAWWr ON 77WS' PROPERTY WILL LVICCLADIF COALSTRUCT701V OF ADOMONS TO AN DaSTING 1AIDUSTREALL-USE 8EA01LDAN0 ARAD ASSOCIATEQ SITE 0EVELOPMEICT JACCLUDING ADCOMONAL PARKING AREA A PRIVATE ROAO STORM OR4,11VACE FACALME.1 LIMfrY SERVICE COCICAWCrONS AAW LAAV$CAPW*-- TW VACNW bw-L iNVOL VE REAPOVAI, DEPOSMON AAAO REGRADING OF 504, ON TW SIM THE IM 7NE LAiNIER 91111111' 7,Pff VOORK 13 AA7XjPA TED rO COAMMEAAC'E ON 3 JN S OF I AND SE C011111CWTED IN TWAL07EAMICI 19101111. j DuRSIso 7w zvriyae PERSoo OF %aw ON THE SITE: v9Wx;utAR ACCESS ANO EGRESS SHALL ISE aY INC OCRIVEWA Y ILOCA 17111ON SC� rw TO ARCO FROM ME H"W AREA SITIFFROXISA01141EURCIA0 pmAj* -,0 Amr coNSCTRUCWN ACTYVYrY COMMENCING ON ME SITE A STAKED _-OTEET1t,f JILT FENCE SEDIMENT SARMER SHALL SE INSTALLED ARIDUAD ANO 00KIMMU OF Me 14,00KARE4. ASSNO)$WON rNEORAWAAG I AN &EAWRAL. ER0S1CW AA10 $WAWNr CONTROL AWAStM$ AMID COICASTRUCTION INCIACTICESSNALL SEAS DESCRISCEDCAFWEACCIANOCIONSMICKNON THEORAWNGS. ANOAS nlRrmcii, oETACLEo IN n4e, -coCwCSEcTxwr GuloCELmifs FOR EROSION AND SEDIMENT COIVTXOL'� REVISED 1901111. ANO AUV�OWNM AS Pt4KAWfW 6Y 7NIF CONNIOCT)CUr COUNCIL ON 50AL ANO M4 MR CONSERVA "Off A AFTER rw AwnAL EACCA4001i AAW SEDAMEWr CONrRM AWAXW5 AS OE-$M"gW ABOVE ARE N pLA" rw CoNsTiEcrioN, SHALL PRoCcEw K r HE FoLLo"so RECOAMPEA"D SEQUENCE A CLEAR ARCO CVUO rW AREAS OF PROPOSED WOW MICLUDINCOG AW V&CeISAA*YAPEAPOVA4,CF&XS77NO-qnr.eFArtlffS DASPOSEOF"CITERIALS R9A0OVf0OFF.6lYF. 9 3"WAND STOCKPOUANYEWI)NAO rOPWX 1190111111 PMORKAREA& SrOCKPKAS WMAPRorrcrwa�iowsrAgwr-lOnD7xEmrFOJC4, 31tDAWNrILARRAER L; ix"vArrkojtau,%DwaAwn7avfovPAurvNs t ;ON* rmIcr i romm oRAjNAaE FActurrEs gXCAVA rff ARCO ^"KIN (;MAoe I, ORAb0rTOA"L,4AfiKAAAG AREA ANO PQYVA rE *0AO L; ACS rAL4 j/rCL/rY C0K0VfCr?OA03 rROM AIAINS TO dUALDIA017 4)NS rCRUCrNAN, cW 400117OAf SUPERSTRUCTURES rtAP"AOIILrlrANWafOl�' 'SEDAREAS WSMILL ANO IMAM AL45L 10ITIONAL PARKING AREA ANO PRfVA rr AUDI K P-A vi: Ao0n7Oft4L PAIMANG Ah. J PRYVA TF ROAD tLACKfILL, SpICNEAV rapSol, ANO FRCEJN OA4000137UR06D AREAS Af collimm sTiRiartm c0AvT*uC71ON At oilmamwn Y011MINIA111CILANALL ACITSrORW OESTUANCED AREAS AMO PERFORW CLA0091111CAPIC OF r ALL Aows Nor onowitiRsir riBC SHALL &E NF3713060 By N-ACE3100wr fOPMK AW 4WrA&tA&PNAW OF 0194" COVgX IV ACCONDANeCe *WN TW FOLLOWING 1100046VIAIM. 4 APRIL r LAINSTONVA rA 44 fF OF fJ6 CLAIS110111111" SQUARE FEET Is AppEr IftS.Fs 00 JsLgCL"PTlfflMAMArA -TTOF fOL"-OMSQUARE MT OICT As OriMe"WS rSrACsUSW0 _ LAWRA To" reSTING OF SAURREE, 00' FW ACTUAL 110001110111. PLACIIO ANO SPIC11940 ON THE AN"it rO SE PILANITO C IMWLAWAAVpiER7xAWVA%M TW TOPSOIL UNCIFORWILY TVA OAPTWCIF4 ANiC�M#VM4N9 OOfWMSWAKEECUONMr. POCILLOWICASIM TWICAMISH CONMUM OLS1111111NOTACANDI #14IN" ON LA~ ARIANY OMMWOOM ANO ALL OThALWENTI'MIANFOUS DEDWS ANO SM CLESCIM AVON rWAWACE NOTE ALL MAARC SJ"LL BE oWV9r1M - NOW OWTVINCIAS TWAMALT MOOM TW SAMINED H"S SEEN ~ARWAND OSM94UWMR SESOR0 It SICIRCAD ax4m SM ON TIME pmek4mv rOPSOINCE SURFACE STV MAND 00 4K?C14AN1(UL Al11IAA0ANOCL14WMrAAKCECN&rHANQ rO O@rAWA MAXIMUM OF fA9ff*CNSO1LC0VtWOVL"rWSfE0 rMEMMAMMWANOAPPUCArXW 44 r,,Gff A" pa%V*dV 0EIsMSAWff C110114AISARICAS SINKILL SEAS FOILLO"M V Les'ACRIF 410IL".1row so(CAM FEET CRL-EPAW RED FESCUCA 4M VLWMCNE AwAsimov SQUARE FEET P0111FAINIAL RV901CIASIS frx SLOS.AACOW 14C.".110000 SQUARE MET" ONLY -CERFWqMr SEW VARIETIES SMALL CBE LIM. AS USTED IN ART)CLE M f,104 OF CoArmencuro o. r -pitinstsmAl AiCAN&JOED SCEZOSCIRS SHALL at PExPoCtwo clovit r oultrio rNE PERIODS OF APRx Is TO AANE Is OR Auawr I$ ra seCITFAASER IS F AssrMrEErAXLOiMwGSFE0ff4M u^WVMKYA"CN 1WSV-A"A0-'8yftAA`Q omm4cwItIve w7NsrmAwoRft4rFWCEFX0N WEECDSANQ COARSECIC64"ERAT A RATE CWV6W LAICS.HWO SQUARE FIFEr AASCHOMAXACNIAMMU47ELYAFMR 6YAPPILIC-4 TION OIFA LIQUID MACH S— ASETT"C"I APPLIED AN ACCOAVANCE WIN TIME 4111ANUrACTIAWER'S RECOANWAFOA 37YONS. a iFNorsEAsom4ayPosw&XTOPEvFOmPEM64NF'vrsEEDO*a ORAF WCOWA TIVILE WIN 0NQ0AVO COACISTRUCT;om OPERA rXNM TVXOORAR4 Y SEW ANOMIAR am CH THE OIS MOWED AREAS WM PERENMAL RYEGCEASS HA VAW A MIStwo PURITY OF N PERCENTA1410 A AfNiALXW GOT~ rxwv OF 90 PERCWr. APPILMDArTmERAYE ool2w&tfoov 50CUAREFEET: OR KSED-IMEIF smAwoRnArORA#l-0RAFV WOOO CH"FIRWOFCOARSEACIA ITER. APPLIED ArA RA TE OjF 70.M L"iloW SQUAREFEEr OR I&S-275LSS11`000 $=ARE FEET, FIESPEC77VEXY. I, WjE7,CCfR CRERsCANE;yn y OR TECisioRARiL Y SrA&XJZW. MAINTAIN ANO RIEFACAIR ALL AaWrRESTORCED AREAS UNM VEGETATION IS WELL ESI'ASIUSHEO ANO GROMW40 SCIELF-SUFFICIENTLY. 1. INSOFAR AS POSSA94F 007LVWAACE OF 7W LAW 3114AU BE 4IM7W To TINE SWIN�W AMOUNT` A1114JEWPIRY TO COMPLETE rW PROPOSED VIORP", 7NE L"Arr"S OF DISTUReANCE SMU SE EsrAgUSHED IN THE FIELD PRIOR TO STAR770,00 ANY ACTUAL CO101CASTRUCTION ACnvfm$ AND SIVALL SIF GEWRALL Y AS SHO"W er 7NE PROPOSED vloWoNrHESfFEDEMOPAOfiNrPL4NDRAWAAGS. 9. GRAD11114110 TAKAM7 PLACE AS 774E SITT *VW PROGRESS"ES SMALL BE 0OAW 1W A AtANIvER ro ALLow om4a"ac row— DIVISCISICCOW OfTOWS ANO CER031ON ANO SCEDIA,eirCONCTIBMSARMERS SOLT FENCEANEWIR HAVOIALE EROSION AND SE� CONTROL CHECKS SMALL ALWAYS BE PLACED 1ANNIEDMIT-Mr AFTER A CUT` SLOP6- AC" AL.ENGRAOCOAAIOOEFOREARL4sLOPEj4A$&EENA"CE CCNCCN7AATWRVVCFF SHALL NOT ECEpECiCCRTTW To OVERROWNEWY GRADED AREAS. SIEDIMENTSARRIERS CR Orh%CET EROSPOICI ARCED SEDMO&- — AWASUMES SO' STOCKION ES - PLACED IN LOCA TIONS AMA V FROM NA TURAL OR CREA TED W4 TERWA VS AND OR401IAGE MrSA R DITCHES. AND NASA= MITI]NA PROTECTIVE sarFERIcs OR HAYSAILESEDICICIE RME fV ALL COWURSW AOWA& RECARTILIESS OF 7711EIR LOCATION ON THE SITE SMALL BE U8137ANTIAL Flye G.CEADED, ARSO SrAexjZW AS SOON As POZ407WABLE ALXLObWNG $1 myeRCE SFASOMASIL Y POSSAOLE AND cOAwEf770N OF SURROUNDING CONSTRUCTION CACNCERE cNoCDANG CONSTRUCTION AC77101 ICES PERMir. 7NE DvsnIRWD AREAS SHALL M PERS14NEAFaYSTASKaZVASOES4rRABEDAOOVE WFAFNPfRM4NEVrSIA8AI_1Z4r1CW1S mor 77MCsLy OR PossoL.E. INE DISTURS90 AREAS SHALL BE rEMPORARILY SrABILAZED ASALSOCOESCRISEDASOVE. it STOCKPILMIAG OF` 8UXDWG MATERIALS SHALL BE CONFlivED ID INE AREAS OF OISTURSAACE. VENCICUILAR AIOVIEIM*Nr SHALL BE IJMRFD TO ESTA&J.-EV ORMENAY AND RAAKMVG AREAS NO UNNECESSARy 0CCcR"CNW.Nr OF CONSTRUCTION EOU~NrOR OhNNERp vgNICLESSNALL BEALLOVIIED ANINOA&CONSTRUCTIONCRORTIONS rV AREAS OUTSIDE rHE LIMITS OF OF ME PROPERTY VEHICULAR ACCESS DisruRvANCE UAALL se irrsrnwrED ro me SuNitivAr NECESSARY TO PERFORM ESSENTIAL AND REQUIRED ACTIVITIES. ,Z oUR1WG rNe pfRpoo OF CoNsnXAC77ON ALL oisrEARSED AREA$ OF INE c0jvS7RLCCrXw Ac77vny rmAr tAvE Afor SEEN PERALSNENTLY srAEFILIZED. �, TnucruCIAL coffnnx mSAIFURES. t OCA TIONS 101CRE VEHICLES ENTER OR &Vr 'HE SITE AND ALL EROSION AND SEDIMENT CONTROL AtE45URES SHALL BE WSPECTED A r LEAsr wwar. amosEv"rayACCITMEACIN, RACICSICrom OWFHA RAWAW.L 712TAL OF OAIS, IiALF SCIACH OR GMAMt AA00 AT LEAST A4.11EY M� A MANION 57� EVENT OR DURING A COST100 OF PROLONGED RAAWALL ACCUWCUCLA TEV 09POS073 OF $EVM09W AAv sxrsmu BEPERRD0ACALLrACEuM= FROM rNEA40577WANSVE a' rNICS905101V ANOSEVMIgNrCOAlMM CHECKIE AM UIPON ESrAML&%VANMVrOFPStK"Vff SIFED1110117 AAOV ANAECHANIM SUCH 04711SRS"S A93FOSIW SMALL M n%4ArsPcffrED, FROM ME -1111151110 AAV SMAINU12W AV AiDiIA&CRETLANO AAWAS MINCH C111111011IM"rS "01111111' A011BA AAW X AAEAAarsLALwarradmospay.oswocmAAwAAor7ompAvwowmmrwm str FOACOM AAV O"*)F CERONAW AAV SlIlwAteff cavnBCOL AWASURIES SNALL W OF 7W 1,001111111' ON 7W Sfff AV REPLACED As 1101111P93SC11011'r 774WCL*GPAMT THE DUCCIIA TIOW ECIOMN AA1V SIEVAINISCIfT CVNTRM ORDER TO A94AVrA#V COANCRILETIF ANO INTEGRAL PROTEC77aV ALSO THROCIASIM21ff THE DURATION Oic 1W HOW ON WIS SRF AOMT101111141. OWSCON AND SWAklDff CONTROL A111154SURISS BEYOND THOSE 51#MW ON ME PLAW AA*10W PAESCAMW NIEMAN SHALL ACE MA-LEAWJVI ED AS A" r ISE 060" NECESSARY BY WE CONVITCOACIS AAAWR AS 08011EMEO BY THE WHIM OF SOUTH 1,400100010E ONCE W PIAZZ ALL EMOSKIN AND SMAkWVr COMMOL FAOXIW ANO MEASURES ARE 70 A11511114W I PEACE ANO IN PROPER FUAICTIGNSING COWn7O#V AAV BE CONTOKAOUSLY ACIAWrAWFIX LOWX ALL 0WtJRBC AREAS UPOMAOICENr OF SAND FACILITIES ARE PEM4AENnY SrABIALI[MV. OR TWIT CONTINLIEV USE 13 AOO LONGER APPROPIRMI TE ME OICIAGOMAG DEVELOP&VVr POILLOWC1,100 SUCH PERSIAMENT 51A84JZ4 rXW. TW FACILITIES SHALL SE OISAVINTUM. REMOVED AND 01SPOSeD OF IN ANAPPROVEDA&GAMISICE I.S. ME OWWECr OF rms Pwopewry smAL4 aE PeRsoAtALLY RESPONSAICLE FOR FOWCAWG AMPILSISINnI11000 77" &9OSAOW ANO SEDIMENT" CONTRIOL PLAN AND SICA 7W Pft-saRsaw swsoav ANo sEvISsevrAnov comynat. &AFEGICUARIDS, Dt~ THE PERS00 OF ON THIS SIM THIS RESPOAtSNXfTY AACILUDIES TNE ACCISTA"AT)IDIN AACO A1140VTOICIANICEF 00 CONTROL AW ASURIES 77111CROUGH1007' 1W WOW PENIW. AWVMMW ALL PARTIES ENGAGIED ON FW SITE OF ME RCOUIRSIdENTS AND o&wcrwESoFrwPL4N Apor*Yffia THE PROPER robiw AGENCIES ANO OF7`1CL4L5 01 ANY rniuogism? OF ThU RESPONSAffitiTY ANO COACAIEWNG A COPY OF 7NE EROSION ANO SEDAWENr CONTROL PLAN AF rNE 77ME TO THE LANO 13 TRANSFERRED PLANTING SCHEDULE EROSION AND SEDIMENT qQNTROL SEqUENCE CHECKLIST LQT-8 PROJECTNAME.- ONSI Corporation PRojEcrLOCATIOM- 90 BAAve# Road South PlIndsor. CT PROJECT'DESCRiPTION. Construct4m ofadddIom to an existing industryal building and JASSOCANtedsite dOYSECCOpment. including additional oarking 7 prrvate road. storm drainage facilities, utilities installation, ind lanoacapng TOTAL PARCEL ARE4: 8.708* acres RESPONSIBLEENTITY: E. Shepard Co. P 0. BOX415 East windsor Hill. c r o6o2s CEROSIONANDsEDIMENr CONTROL PLANPREPARED By, Messier& A ssociates. Inc. 288 Alain Street Manchester. 07*06040 Raymond F Nel"n. Jr.. P E. relePtione (860)645-6013 INSTALLATION SEQUENCE & CHECKLIST WORK DESCRIPTION LOCATIO DATE ! INITIALS DATE INITIALS OF EROSIONS, SEDIMENT CONTROL qF P nmkRsel ; aRp" MEASURES INSTALLF.D I-N-1-T&L10 REMPYEP R gU_93M N 9 i MEASURES INSTALL SEDIMENT BARRIERS DOWNSLCPE OF AREA TO BE DISTURBED AS INDICATED ON DRAWING STRIP AND STOCKPILE TOPSOIL AS INDICATED AND SUBSOIL FOR NEW ON DRAWING CONSTRUCTION: PLACE SEDIMENT BARRIERS AROUND STOCKPILES AND STABILIZE CONSTRUCTTEMPORARY WHERE SURFACE DRAINAGE SWALES REQUIRED #N ANOIOR DIVERSIONS FOR AREAS OF 1-01STURRANCE DRAINAGE CONTROL INSTALL ADDITIONAL SEDIMENT BASE OF BARRIERS SLOPES OF I FILL AND f CUTSS INSTALL AOOMONAL EROSION WHERE SEDIMENT CONTROL MEASURES REQIRED I ANDIOR AS IORDERED INSPECT AND MAINTAIN ALL ENTIRE SITE EROSION & SEDIMENT CONTROL MEASURE3; REMOVE ACCUMULATED SEDIMENT FROM BEHIND SEDIMENT BARRIERS. TEMPORARILY STABILIZE 1ROUGH DISTURBED AREAS GRADED AREAS I OUTSIDE OF PARKING ROAD AN6 �TRUCTURE SOCATIONS INSPECT AND MAINTAIN ALL I ENTIRE SITE EROSION & SEDIMENT CONTROL MCEASURES� REMOVE ACCUMULATED SEDIMENT FROM BEHIND SEDIMENT BARRIERS PLACE TOPSOIL. COMPLETE i ENnRF SITE FINAL GRADING AND PERMANENTLY STA131LIZE ALL DISTURBED AREAS LANDSCAPE SITE As REQUIRED � OR DESIRED MAINTAM AND REPAIR ENTIIW SITE PERMANENTLY STABILIZED AREAS.___________,_ _ __ ____ ENT ME SITE _ __ _ -_ - ------ REMOVE AND DISPOSE OF TEMPORARY EROSION & SEDIMENT con rROL BARRIERS AND DISPOSE OF ACCUMULAI ED SEDIMENT CHECKLIST FOR MAINTENANCE OF MEASURES DATE_QF INIT`I_A_k�5 OF SEDIMENT INSPECT REGULARLY BARRIERS AND 0 URING AND AFTER RAIN STORMS REPAIR OR REPLACE AS REQUIRED IREMOVE I ACCUMULATED I SEDIMENT AND DEBRIS ENTIRE SITE MAINTAIN .TEMPORARY VEGETATIVE AND OTHER MEASURES AS REQUIRED MAINITAIN ALL PERMANENTLY STABILIZED AREA S UNTIL SECURE PROJECT DATES QE*rRIPTION DATE INITIALS DATE OF GROUNDEREAKING FOR PROJECT DATE OF TEMPORARY STABILIZATION DATE OF FINAL STABILIZATION PLAN KEY APPROXIMATE SCIENTIFIC ON PLANTING C'N`A:E SPACING NAME SIZE TYPF 2 Gal. Uniformly AV 8 Azalea var. Azalea Container i with other Grown shrubs in I bed i Euonymus warf Buming 2 Gal. Uniformly EA 8 alatus Bush Container with Other compactius Grown shrubsen bed 2 Gal Uniformly IC 7 Ilex crenata Japanese Holly Container with other Grown shrubsin bed Piceis glouca Dwarf Aberta 3*-4* HL Uniformly PIG 4 albertsana Spruce Container with other COnica Grown or shrubsin B&B bed RV Rhododendron Rhododendron 2 Gal. i Unif _1y orm v3r. Container I with ther Grown I shrubsin bed TM 7 Taxus media Upright Yew 4'-S'HL I Uniformly B&B With Other shrubsin bed TO 24 Thuja American 4%5' Ht I Uniformly occidentalis Arborvitae B&B 10' 01C LAWN/ STREETS/ CROSS-COUNTRY PAVED AREAS TOPSOiLaSOD ORSEED SEE PERMANENT PAVEMENT PATCHING DETAIL - - 4' mi. ­ Qt�, QC200',,— APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL 12" b PLACED AND COMPACTED IN ONE FOOT (1') (MAX ) LIFTS WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16.-345, AS AMENDED, PLACED !"(MIN.) T024"(MAX.) ABOVE �OP OF PIPE C: C �O-Va'O'n :CV0,6001 12" MIN. .: .. . . � ._. V2 0. D PIPE 20, 0. PIPE1 6, AC'.+_ Lam ,7 ;E E�O SAND BLANKET PIPE,AS SPECIFIED 3/4" BROKEN TRAPROCK 1 12 1 PIPE 1 12- 1 SECTION N.T. S. TrRIC41- C5,4N1r.4Ry Sh-MISR rRENO / SeC TION NOT 710 SC4Z-A LANDSCAPING NOTES 1) THE ACTUAL PLACEMENT OF LANDSCAPE PLANTS AND MATERIALS SHALL BE IN COORDINATION WITH THE AS -BUILT INSTALLED LOCATIONS OF UNDERGROUND UTILITIES AND OTHER FINISHED SITE FEATURES AND SHALL BE ADJUSTED AS REQUIRED OR DIRECTED BY THE OWNER. 2) ALL TOPSOIL -TO BE USED ON THIS SITE SHALL BE INSPECTED AND APPROVED BY THE OWNER PRIOR TO PLACEMENT. THE SITE CONTRACTOR SHALL PROVIDE AND IMPLEMENT ANY GIVEN 4ECOMMENDATIONS FOR S6iL FERTILITY AS MAY BE DETERMINED BY INDEPENDENT LABORATORY TESTING. 3) THE EXACT QUANTITY AND VARIETIES OF THE PLANTINGS AND OTHER LANDSCAPE MATERIALS TO BE INCORPORATED INTO THE FINISHED WORK SHALL BE DETERMINED IN THE FIELD BY THE OWNER AFTER CONSTRUCTION IS COMPLETE. 4) PLANTING BEDS SHALL HAVE A 34NCH DEPTH OF BARK OR STONE MULCH AS DETERMINED BY THE OWNER. 'If r) I mzd�o-z 0607- JUIV Is. 1998 Certified Mail J. E. Shepard J. E. Shepard Company 200 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Shepard: Re: I Appi #98-37P, ONSI Corp/ InECmational Fuel Cells/90 Bidwell Road We are pleased to advise vou that the Planning 8& Zoning Commission voted on July 14, 1998 to approve with modificanons the above referenced application for Site Plan of Development for the construction of a 5,000 sq. ft. addition on property located at 90 Bidwell Road, I zone as shown on plans prepared by Messier & Associates. Inc. Project No. 93-106 and'revised through July 13, 1998. This approval is subject to the following modifications: 1 � Prior to commencement of anv site work, a mccung must be held with Town Staff. 2, No building permits will be issued unul the final mvlars have been riled in the Town Clerk's office. 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8. 1. 10 of the Zoning Regulations. 4. All plans used in the eield by the devetoper trust bear the stamp and authorized signature of the Town of South Windsor. 3. The row of arborvitae shown on Sheet #5 along the southwest side of the building should be labeied as such; and quantities on the plan sheet should match quantities in the landscaping chart on Sheet 018. I 6. The road stub from Bidwell Road to this site has never been completed. and has no public turn -around area. The road needs to cither be completed to Town standards (with addition of a standard cul-de-sac); or formal abandonment of any rights the Crown mav have acquired. either intentionally or unintentionally, must'be pursued with the Town Council. Black and white transparent mylars of Sheets 03 and 44 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 Commission MUSE be reproduced on the mylars. letters of approval of this After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Tcwr. Clerk by October 31, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Vqry truIv v urs. PLANNING & ZONING COMMISSION C� 1�( �, " 9_ Frank A. Castro, Chaiman FAC/pmm Enclosure Cc. Town Engineer Chief Building Official Assessor Superintendent Of Pollution Control Fire Marshal Messier Associates, Inc. AD.IVS' TO GRAM 01- CO�CSES 0 X F "K S OR COW GRADING RINGS Cott NOTE 1) SEE JOIN' DETAILS 44- CIA (BELOW �2�30­ --SEAT _N­8Ef CAST IRON MA-IOLC FRAIdt OCOVCR OETAIL ..,tS 6 TO., IS ACOAT.. SAO FLEXI LE MANHOLE $LEE'( ropSOIZ 47Z Z, 3v- P-,r I. ILO- AT, -WE .. L_ A 410 SEEV .� CLASS A EL EVATIOtL N.T S NOTES I TOP STEP TO BE A MAXIMUM OF 12' ELOW TOP OF MANHOLE FRAME 6 /1, !OVER ELEVATION — COLD A-10090 2 IFTOTALDEPTH IS TEN FEET OR GREATER, RO.ACD IN 7,08 CERTIFICATION OF H-ZOLOAD BEARING SEAL CAPACITY SMALL BE SUBMITTED TO THE TOWNENGINEER FORAPPROVAL PRIOR TOEINSTALLATION EOUS ALTERNATE iOIN7 E. MISCELLAN MANHOLE DETAILS SSH ET. N T.s GASKET JOIN7 PREC, 4 S r ReW � C 0_RCh-,0 CONCRZ-7F W54NI101- Z- NOT TO SC,4ZZ­ SAWCUTAND SEAL JOINT f" (COMPACTED) CLASS 2 B:TUMINOUS EXISTING CONCRETE SURFACE COURSE (OR, PAYEMEN- AATCH EXISTING, IF GREATER) M,04 CLASS I BITUMINOUS CONCRETE BINDER COURSE (OR MATCH EXISTING, IF GREATER) M.04 :A 6"(COMPACTEO) PROCESSE�Z TRAPROCK IN BASE M.05.Ci L21 0 1 1 1 -00 6'(COMPACTED) PROCESSED GRAVEL 0 SUBASE OVER COMPACTED SUBGRADE (TREN6M BA�-I(FILLJ M Ci--GAAC, 5 L - .V1 I TRENC. I WIDTH NOTES I VARIES ALL SAW CUT AND SEALEV JOINTS TO BE EITHER PARALLEL W�T., OR PERPEh- SEE DICULAR TO, T04E CENTER -LINE OF I TYPICAL THE PIPE, TRENCI, SECTION 2, ALL MATERIALS ARE It' MEET 1 FORM 044 AS AMENDEC 1 E C T ON' N.T.S� ,PER1W,4Nh_N7` R,4 tl.AMENT P, 4 TC�INO �fTWZ NOT TO SC4ZZ_ RK0111S 4 A A A 81n1,W11J10US 00NCRf7Z_ SZIRF E -Oel 4C RSE A N A A A A A 4 L1714SE 911ZIMINOZIS 011281NO SZ-01776W NOr 70 SC4ZZ_ A407V_ ALL. i7K—ES MLOW J- AV IN-RW CAILP" M414 Alt` 57AkED AV7Lr- 39ZA`t77,7PMr PRLW 7AM Or Lew J Z-r,?-NAAV*0W orm A611140W3 S7;IIIIES SNA44 JY 401,111"'nW W r 10AMV TV /&)r.Vr I PLACW Ac� 7AT ZVA Of' -,W rfflff INUW AIS /M4 011101- Z-1 /,7' - P STARES CW LLM - / S7AKIE AftW SrA4VS I~ r NM _q~A0C 7AIF-r rW7E`CI97 717 CS4CN SrA4r ATA29" C jr AdOU7' 4'_- Sr AC4ArS Or' AUAChtS Of.4S ? s7m4ws or A7 (ULAW Aerulss"r AtwA-nw "LWACM WWI'- TICKS= M steptwr AEW$C &-'R-AP Or Mt-f /VWW*p SET AWr g444 rfN wrY 4 DO-7N 01 rmwv awe 111000CCIC Atwm EA.?TH SAUCER AIVIRTACACY if - DeEr ARVUW AF??A&r7FN CK PCA#rJW AtICE c_ CA cv-4pec"M sugre4ce, A" PEA47)w AX jiArArAcrrZ#W MEE PLANM6 8 s UAWGDETAI Aor m sr-4LE SAC or 06W OYPX &t4AC)`iF5 FE 10 //:y ar Stu NVW A"CY 700-qM J A84KOW SHRL18 PLANrING AFT211- AVr M SC41-6' lZ2"HIRIA&AWS CONCRZ-7E SZIR�CWCE COORSF ILI S7'0N_A_94SZ_ C01004CZ5�9 sog 5!R,4,�2C Ty10K41_ RR104TFROW0 t4 % _,4NA910,4R'r1N6,4RE4 10,41EMEN-7- 0?0SS­­SZ_C71_0N NOT TO SC,41-,- ONER & AffiXAV.- AF _W27AAV 00. P.O. BOX 415 COUr ANDWR M4 Or OW28 COPYRIGHT 1998 MEWER & ASSWAIM, NO. SIRP�� - MUNAMPS 7HESE OAAWINGS ARE' 7.7 7777 77 777 771�77771 SURWYOR AA10 HAW BEEN PREPARED SPEOIRC&L y FOR rH-- OHNER FOR 7NIS PROI.-Cr AT 7HIS SME AMD AME MOr rO SE USED FOR ANY OrHER PURPOSE L00477ON OR OWNER WlrHOUr MR17TL-N CONSENT OF rHi- 6NG1N,-,-R1 SURWYOR. HIS /1/0 DCL7LARCIPON /S ZXPRE35SED OR IMPLIED UNLESS X PLAN B54RS 7HE lmgossm snz or rHE L4AID sUqwMR AM01OR PROFESSION& 6AIGINaR WHOSE SI5MR5Rf- APP&WS HORrOIV. F Irffs Posts— 1.) Set posts ond Angle 10- trench, set post tlps/ope for do wnslop e. StabAltV ond self cleonh7g. 1001 2" m/�7. depth TT�� J) 5ackf171 the trench and compact the excavated S017 Compacted Sack&l STANDARD S-1Z T FENCE IVOT TO SCALE 2.) Attach geotextlle fabrl�� to post extend into LAMP LIVA(ARK N16*7M#K J MHNK76- 1000-Mr-LI #77H SZ15W777ER ACA0MVr & PHOMCaj 6 A,4r ALMMINJIN (14fav P.5 4'aw") 1 0 n rO S6117 A - C:!J 11ZVAq7AV '114 SCHE&ILE 10 i0pr A. 11 4 L1_4 A 4 17AV -ZZ4r1-yffF P&17e (NOT AO SC4ZV 24' 20' GR4_55 81JIFER 6- 817ZIMINOCIS CONCRE7F LIP A64rCH EXIS771VG CUR&IVO 4 OAADF Ar ro-r oF PROPOSEO 6t7SWG RLL OR CRESrOFCUT 114- PER fT AS APPL16.48LE OR,422F CROSS-SL ORI' (rIPIC41 Ar 8O7H sHouLgERS) H rOR IWARF #70r 4 A A 4 ---- ----- co"OR, SSF0 aAS L lNeS NOT TO SC4Z E COWRZINICA 71ON d SFC11R17-,y c,4gl Z-S IN 4 "A'SC1,1 40 R. 1/ 0 COWOZ117-S Ine. J.1;F MESSIER & A SSOrTA q7VS,, SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 — 1W PUTNAM, CT. (860) 928-1171 PLANNING SURVEY DESIGN CONSTRUCTION XOTEAF PETMILS & APPWO VALS 0200ARE29 FOR.- 0yVS1 CORPORA TfON 90 9/10WZZ_Z ROAP SOZ171-1 011MOSOR, 00NNE6'1r10V1r 1 07Z0711-96, M0,01,,`?W04,1� CROSS Sc_C710N,2FT41_S 2 0-9--22-19-9 1-400E,0 70W1V,4AC9,`?011W LE77ER -ZE qj-067-g.,0010 06 L '6 O'E 5r".. AS IVOITO M5 Ea?4A061111,98 W L54S : iii - &va7 _f 8 mazrr Att RJ- 105 r _ 6 9 0