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HomeMy WebLinkAbout99-03P_PROPOSED SITE DEVELOPMENT PLANS GERBER CONFRENCE CENTER_GERBER ROADl= o;. cT / a co, i•' (S7 CD N• �D n CD d f C I— D 3 Ul CD CD J� W 00 tD CD JJ it ABUTTING PROPERTY OWNERS PEACH TREE LANE 98 — JOSEPH G. HOULE SR. 99 — JOSEPH L. BRUNO JR. 100 — GLADYS I. & SEAN D. BARRY 101 — KAREN E. ANGEL 102 — KRYSTYN ZINN 103 — BERNARD M. III & KAREN SHERIDAN DIANE DRIVE 17 — JUANITA N. DUBIEL 18 — ALAN T. & PATRICIA S. PANCIERA 19 — IRVING N. & JEAN M. ALDRICH 20 — ROSALIND D. FLETCHER 21 — NOMI L. SIMONOFF 22 — ANTHONY J. & CARMELLA M. ROJECKI 23 — ROBERT J. RABAGLENO 24 — LAWRENCE R. & GLORIA W. MAID 25 — FREDERICK F. SCHAFFER III 26 — PAUL W. & ALINE D. ENTRESS 27 — SHIRLEY J. PULLUM 28 — JULIO S. & MARY A. HERNANDEZ 29 — HECTOR TROCCHI 30 — MICHAEL J. & LYNNE A. GOTTIER 31 — RAYMOND J. JACQUES 32 — PAUL H. SHERLOCK 33 — DIANE M. STEIN 34 — VITO L. DIPINTO 35 — WILDON W. & EDITH F. STERNER 36 R. & SUSAN L. VIVIRITO 3 — JOHN J. & CATHERINE B. PHELPS "Al ERT A. & CHERYL A. HARSCHEID 39 — A 0 D. & HELEN B. TEDONE 1 JOSEPH E. & JUDiTH A. HAMMICK 2 — ARTHUR M. HOLGERSON (: HAEL S. BLANCO ;:— M Y M. YONIKA ET AL NITA JANE GIULIETTI ET AL- WKC. LIBBY T. DUNGFELDER & SHANE THOMPSON TOTAL AREA IN SO. WINDSOR 14. 6 ORTION OF LOT 4 IN MANCHESTER 63. 4 AC. OTAL AREA OF SUBDIVISION INDUSTRIAL ZONING DATA PROPOSED SITE DEVELOPMENT PLANS GER R CONFERENCE CENTER 83 G R R ROAD WEST r r / 1 i i I i I i r i j i PEACH TREE LANE may` go 100 RECREPnON PREP OF 26 POND AREA 9D \ Sol, NPIF Ssoc v�HP' RY SgOC INC. ! WP�R t0OFMPNCNES�R NI100 BRYAN ROAD )I --- LOT REQUIREMENTS LOT 1 LOT 2 LOT 3 LOT 4 MIN. AREA 20,000 S.F. 11.91 AC. 5.18 AC. 13.74 AC. 17.93 AC. MIN. LOT WIDTH 100 FT. 362 FT. 529 FT. 456 FT. 400 FT. MIN. LOT DEPTH 150 FT. 760 FT. 310 FT. 800 FT. 1300 FT. MAX. STORIES 2 STY 1 1 1 VACANT MAX. HEIGHT 40 FT. 37.5 FT. 22± 19t VACANT MAX, COVERAGE 50 % 9% 27% 31 % VACANT MAX. IMPREVIOUS 65 % 23% 64% 59% VACANT MIN. FRONT YARD 35 FT. 130f 40 FT.f 230 FT. f VACANT MIN. REAR YARD 25 FT. 490f 35 FT.f 250 FT.f VACANT MIN SIDE YARD 10 FT. 102f 25 FT.f 24 FT.t VACANT PARKING DATA STALLS LOT 1 LOT 2 LOT 3 LOT 4 TOTALS EXISTING 20 157 (3 432 (11 & 0 609 (INCLUDES 14 k ) PROPOSED 151 (4 (k) 154 309 0 637 (INCLUDES 5 (k) REQUIRED 211 178 359 0 748 15% REDUCTION IN PARKING SPACES REQUESTED UNDER SECTION 13.4.1C LOT 4 17.93 AC. SOUTH WINDSOR, CT. JAN UARY 1291999 FEBRUARY 12,1999 / 1_ V I O t ak15.18 AC.O 3 / 3 � _ / i ' \ 0P09S G� f�R�NG6 I LOT 4 LOT 3 t i �ERBok 14.86 AC. 13.74 AC. t EXISTING SAN c�N�R F 9roo .1/ ' S / P BUILDING 187,OOOSF fva2N i _ O STATE OF- C0NNEC7ICUT i-84 / \ LOT 4 / \ aOSpR / Y / KEY MAP / SCALE: 1I'= 200' (APPROX.) / f A} ., ice, y� •`" r us '' , Stl a{ ii Kteva'1 .Y trwwt �fsa � sill * t� 41"I(l!''v,"4t A•trlr i~ ,ist.� 1; i tU H t.:Asa A'4•a N.Anf.aisyhe> 'b_i �yrl'i Aid'•"tli ♦, '6r hl� � O /AJ— ,l -------- n Arll/Ih rn nAI /"`III ATItIh I C` r/AM \ 1NU l./"\LC'ULH I IUP43 BUILDING SPACE AREAS PROVIDED BY THE OWNER LOT 1 46,960 SF© 4.5 SPACES/1000SF=2"1 LOT 2 3Or000 SF MAIJUF AC I URE I& 700 SF S=43 30,000 OFFICE SF@ 4.5 SPACES/1000SF=135 LOT 3 157,000 SF MANUFACTURE @ 700=224 30,000 SF© 4.5 SPACES/1000SF=135 PLANS PREPARED FOR GERBER SCIENTIFIC INC. 83 GERBER ROAD WEST SOUTH WINDSOR, CT. 06074 TEL: (860) 644-1551 1' PLANS PREPARED BY ■J FUSS INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNE=CTICUT 06040 0 (860) 646-2469 � eF co,�yF a NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED. �* JAY J. GILES,P.E. LICENSE NO. 8939 N.oa t•939 a •� 4QI �� 1 DiD'>�,©�ersBB'Q ����dcsn� °:;�°° C TION fREET I SHEET INDEX TI TLE TITLE SHEET/KEY MAP EXISTING TOPOGRAPHIC MAP PLOT PLAN TOPOGRAPHIC MAP -b75 LANDSCAPE & LIGHTING PLAN CONSERVATION PLAN SOUTH WWDSOR DETAILS PLANIMINC DEPT. DETAILS DETAILS PLOT PLANS SHEETS 2 OF 11 THRU 6 OF 11 INDUSTRIAL SUBDIVISION, DATED 9-23-81 Tol.1"n oy,�"Sotd/? )II�uTdnoy {.�:, ts.r.wt„vA.a Avtvac•ux:mwtrrs(w. cr xorr,: te6 Vf A coot zao•s+a.�t I rAx ,lco, wa•-v; CERTIFIED NAIL Mr Guy Mitchell Fuss & O'Ncrll, Inc l46 Hartford Rd Man, ties CT 06040 Dear Mr M,tc!:<Il Rr. Appl 999-03P, Gcrher S:_tcnufir Sur Plan We an• pleased to advise you that the Planning & Zoning Commission voted on Februar: Ib, IvV9, to approve -th moddicatrrms the above referrn«d apphl shoo fo, a Site In— of Development. This approval is for the construction of a 47.000 sc A. confrrence renter on property located at 83 Gerber Road West, f-zone, as shown on plans prepared by Fuss & ONei':!. Jab No 81191 A 10, dated 1,' f1/99, as revirtod This approval us sub)cct to the following modifications. I Pnor to rommencrmrc-dart, site work, a rrteetmg must be held with Tov— Staff 2 4o building pernit a:'.: Lic ,ksuvd until the ftnai molars have been !!;,a in the Town Clrra's oHlcc :1 This npphcstion is sub)er1 to the conditions of approval of the Inland Wetlands Agency Conserva'icm Commission, including a 'wind in the amount of $2,(il)O 1 An as built plan is mquircd prior to issuance of a Certificate of Occupancy per 3ectem 8 1 10 of the Zoning Regulations, Fw ng dl urns ate required if the luilding has a Imminent n At, flans used in the field by the developer must bear the stomp and authorved sign rturc ni the Triton of &nuh Windsor W'FCA approval is recurred Black and white-t:mspea`_t mydars of Sheet 43 with the ab,,- enofilieattons, together with three 13) bluepnn' opies rf the entire set of plans must be submitted to this Commission. within 30 duva to be stamped and sighed The letters of approval of this Commission a6 w Jl as thr !r.!and Werlands Agrnry/Conservation Commission must .c reproduced an the molars After the molars have been signed by the Commission, 'hev will be returned to you for filing In the I ff we the Town ('leek APer filing :hrm• plans. A copy r,f the receipt must be s..hmrtted to the Planning Department I. cm truly yours, PLANNING &'ZONING COMMISSION Frank A Castro, Chairrnar FAC,dl. ,. To., Engineer Chief Budding official Assessor Supenntendert of f•ollunr:n Control Fit, Marxhal I{ �%r�utiJ u�'� r>ul/7 `u!irtelesu7 \Y� _ 1 ft ., rl.IVAN A-1IR-1 SOL rN W,Nny O.. COIN -1111 "�a�r•a Ant.A 1�01[11 1o316.. 1521 Muds 10. 19" Mr AnU,ary P„`ii,x,' t 1ia•;he"-ieniui5dcWc.me SJ r R., S•wth W1nd,.r CS IW)7, Rh. r;erbrr r:urderrnce("enter 83 (;_hV, Ruedd W'ex, SOUTH W'IVPSOR. C f The Suclh W'rnds,x Water PMlaaa, forrol Awhorn), u �u rcRuiu rt,ea,m} „(Marsh 1499, p- appronl fa the c91iranon.m Ille towns 9t•AaraRe system nl arnnarcrc.al FvlShng at 83 Gelber Rod W.I. as free IP9t'ific:ill, drown :m Plans IMAled -Pr•>L nail Siie ik,elop,nent Plana tx,W Crmtereue Ce,,, sA (miser Road West Servile W Mr (T' prefwed b) Fsas.k O'Neill. Ia . Man:hest . (7. fob Nit 3t 191.A 10, dumnR A .,t 9 7 efv,Rrapix 14,11 dved t! I2A!9 no rrnsams.aN .-bled Ir. die frlluwtnF o—d,t.— I T.ehnaal a; p, ­1 ,1 ore Tuwn &Ip wrtris [kpanmenl Final Auth,nr+ appn,val taxi a.cepaace of 16e smear. rewasge vnnn hw will be porn - the ,ewer. hoe hm hen uutollN W..[.Id 11, the Town staff. s d bit d r,p i the written veril4,aain of die, Tau. fait Illat sa,d unary se-, Ira, wit I.salkd ".. b„.I., .anti revile a with the design plans nre__1v it"lled by it. A.0—ty, and rneetrng all TI•wn wul.twn, tad aMopeiss whntul ,pe akituM, reita:nR to Nona.) *euef .Tnnl,x'iMn A, ,hwge, Jw• ta Ue Irmo the dmn layer s pmnt ,s appi" i,,i. will 11e S 10.71P 00 ' Iapproto.let, a 1 sera at SLUXv.., The, appro 0 letter n.M h, itipenmpo,ed -,he final Wpm, al Phut. Than— f{dsdsyd. C7wnwr Water P6l.i (,wore.: Atift ly Fit r .� Mliaew C.alhgan• Town Mx r, Sl„harr J Gitm.L DrIxtor of Parl. I— 1,I rul. Town E.Swer MuIto aaaach. rAm YorPtan—le r,•Ihn1. Clnef 8wtdi", I_ ­ !VI Mitchell. Pass R 0 Ne,l! - =i Fr!,n„try 26. 19n9 r'e-t:frd M:rr t, r blrtrntthc, in, West �I.r Iar, , 1999 ie8,:;ar nlcettux. !:.r hIl—il Weiland. Agency1Cunser t: ,pp-,rd uppl wo`I 03P (.rrbrr Sc rnhh. Inc, !%'A'CC tn,ser, ,,.. ti:lan,`atr -ri, ions:roc u.,n of a 4t.%0 aq It oRi.c buildingparking area, el, in w;r anrroucs s ri asscs-ta crd :repro—mr^:s in j mp, rty inca•rd on the mot:,,. s If, K-11, R>a and easwh of GetLer Road West. , vs:erlV of Gerber Road Las, . I 1, 0s I`, .rr!, 71 and 7 ! , . •n plans prepared by Fuca li >i:rri-ier 8,1171 A1(,. Pnasc >i QU and revised through January 12, • ...i .,u is auh:r w :hc fr,!I •s 3 t..ndrtiunv Oar ulurprrW I: of ll„- • If plans and ,his letter reproduced thereon, mus: Fir submitted lcr ihc...aan 11— rust !x• rorrpheted wahm a`, I—, „P1n,ne: i-•err any tonsvulruo:r atI I, tie the site Plans subo, re airy A L•.,nmg :.mrrr,Is,.n .hail he n osldr,ed hie: mp erl.,n appoval,:,: shall mdcnim:y and h.ld harmless .-r F .. ,I South arr, iiaF.!::v, which might result from the prop:s,o r,prrauon or use ' The :,rr:::rt ,s valid for frvr vrars and shall expire oo February 17, 2004 It is Ice land-.,•nrns)'.,ppbr I: usl r po•,stbl Lly o, dates arcl i:ollf, the Commt+srrs of u rrr.ewaI request at !ens: I !. days prior to expiration a All approvals regtlrt must be aAAarneJ Lnd submitted prior to any acnvn, ,a. :I:r plans • - n . ! •i0:. I e sUbrr•,(rd It: the Piann¢¢ & P :cn and 3e:!•mew,,r,.n : p - •hr •i ra -1.v y. ❑ mtramur.. of arc tier— r f v•.a. t , I, 1 1A , I SHEET NO. 2 3 4 5 6 7 8 9 , Al LEGEND (-±T. ND TREE LINE �r SANITARY MANHOLE owv WATER VALVE — — PROPERTY LINE ` O STORM MANHOLE FIRE HYDRANT RQP--... EASEMENT F WATER ' - R ' ' ; G �� o ! UTILITY POLE - EDGE 0 I. I ` iN \ EO ELECTRIC MANHOLE PA� (T TELEPHONE MANHOLE GUY WIRE CURB �_ CATCH BASIN ® BOLLARD w w w WATER MAIN i Jrr / / . ?�"� * �' w I I Z I -o- SIGN c c c UNDERGROUND GAS BENCH MARK 808/36/3 / , r �` / /� I FLAT TOP CATCH BASIN ELEV. = 210.44 FFET / / _ 1 W I I w /� (/) � I \ \ \ oGG GAS GATE HONE gPIKF IN ROUND TELEP SNFTCO POLE / / / / l� 1 1 _ \ ~'� �� I n ni r �ATrlu QAQ11, T�002/� % / / W r 1 w ' 1.-- LaRLsmai DVUBLG UAIUN T T T UNDEGELECTRIC / \ WELL / �= I E E EUNDERGROUND / N 0 9. 575 I \ / / / / " �2 1 E6 5671.5474 r �' - ® � p FLARED END STORM DRAINAGE PIPE F,P��'i ���' �' ► I I" LOT NO 2 _ / I MONITOR WELL BUSH SANITARY SEWER PIPE J II OVERHEAD WIRES IELEV.H—M2R5 3728EET/1 ` ' CB �® EXISTING IRON PIPE } DECIDUOUS TREEfC` / = LOT N0. 3 co SPIKE IN CL&P POLE TF=219.87' \�� 0 EXISTING LROD OR LPIN �41,X X�X FENCE / INO. 23370 1 \\� � PINE TREE EXISTING BUILDING \\�, O EXISTING DRILL HOLE ------------------------ EXISTING CONTOUR EXISTING MONUMENT/��\® PEDESTRIAN WALK SIGNAL \\\�`��-� it \ 1 I I l \ / / / / r.. ,------- 00------------ INDEX CONTOUR co ' I '----- i I I �%„R(\ i !RON PIN Tv BE SET U LIGHT --- / \ co 15 ■ MONUMENT TO BE SET GUIDE RAIL •/ I / I m -- -----__ Ilk I--------------- -- �m - \ -------------- CB OMINOUS CURB ! L ` `` oG cU v� r �' ` ' �\ �\ \•� ` I I TF=209.99' I� 0, ., MON. I `v \\���` I I \` _ 100 `� OJ�� r � � �\ LOAM PILE 1NV.=206.18' -J��' DUMPS>E� I I \ _ m r _ c��� - - - r '' -------------------- 'I'--_+ 4�� L EASEMENT \\ - ,• KI, I rR —�- -- I _ UMI pU yI�GJMpSTER ��� � - � I I W C RB�� ISNET I POLE II 0 - _ S R _ — 1 - M #40021 NERD HORSESHOE — _ yg� 1Q„ 1--=--RCF — EA ME r �\ �� �`r �� �� --- -------------- , I1 l W! PITS y W ATER MAIN_ _--------------------- -__-- IWATER EA SEMEN W / CB TF=209.06' I _ 1 CB ;; LOT NO. 1 `� `-------- ____------------------ ELECTRIC--------------- I �,__ _ TF=212.35' ! r I INV.=207.26 L W STO _ _ + _�\ \ r �r `\ `\\ I TRANSFORMER — _ _ IN M SEWER EA SEM \ \ all I I _ _ & WA ENT �� — — uii \` I z J I FIN. FLR.=209.40' — — ATER EA SEMEN W �� YARD DRAIN _ _ — _ _ ` �R I �" J+ I TF=209.83' — _ t\�; 24" \ EASEA�ENT 1 3 I I / ----------------- I-------------------- BE \ NCH MARK\808/36/2 I ELEV. = 213.9\ FEET 7 --, CROSS CUT Ot�I\ FLANGE '&LT OF HYDRANT ------------------------------------------------------- Ln N360455.9806 X `, / E666205.3171 (200) �\ -------------- ------'�'' — I I 1 all----- ------------ ------ _ --- I,__ ,-�i -- - I ---------------- — TF I I EXISTING BUILDING TF=209.81' INV=204.37'(30"RCP S.) - \ �` -------- vv INV=204.25'(30"RCP E.) /' INV=204.25'(15"RCP) ? - IW I Q I I I W I CB ``0- - — ' II I I INV=200.9SV� �\ �o� rD ,—,—'—�—�, - I I Q NV=200.17'(S) F \� ` / CB _ 9 F �`� 1 c�` i S G 0� '/ TF=209.62' �21��ctq `N INV=205.31' CB NFV 2013 6'N36075 FqS� SF E666606.60.7930 3C ' \, \ ---f' _-------- (3 / LOT. NO 4 ------------------- i / �4,'—��_�—_.— \`� '/� ii/40 0 40 80 120 ' LOT NO.i �, / \��� \\\?��\ -�� '-�,�-���- - `� / CB-'7(1R R'�'r.�Ai r. ��� A(1° / BITU _— / 83 / Jl.fiLC: I = tv c�i / MINOUS,,, / INV=202. / -------------------------- — I I // l< =i'<� i, \� TFB=204.96' _ SANITARY SEWER EASEMENT 4__ — riv v INV 200 25'(W) — — — — — — — — — — — — — — — — — _ — - - — — _ — L _ _ __ ` _ ; -- �,,✓ // / •• i��ry / CB BENCH MARK 808/36/1 J - I ----- �� ' INV=201.63' 30" RCP FLOWLINE / / ELEV. = 207.49 FEET INV=202.34' 15"RCP / SQUARE CUT TOP OF 4 / / - _ CB / CATCH BASIN CURB TF=205 t INV-199.31(N) i �P / INV=196.81'(E) F- PROJ. MANAGER: SIGN - '�� - - _ - L _ EASEMENT r ` �� — � •. — NOTES: —l-- _ T ,� TIONS OF CONNECTICUT STATF AGFNCIFS — 1. THIS MAP HAS BEEN PREPARED PURSUANT O HE REk.; ri uni� — — _ SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE �— STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996; THE TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY; THE TOPOGRAPHIC ACCURACY LOT NO —� — — IS CLASS T-2; THE PROPERTY LINES DEPICTED HEREON DO NOT PRESENT THE SURVEYOR'S PROPERTY/ 4 _ _ _ �- BOUNDARY OPINION. MAP REFERENCES: 2. THE INTENDED PURPOSE OF THIS PLAN IS TO DEPICT THE CONFIGURATION OF THE EARTH'S SURFACE AND THE LOCATION OF NATURAL AND ARTIFICIAL OBJECTS THEREON. 1. "SITE PLAN PREPARED FOR GERBER OPTICAL INC. 83 GERBER ROAD WEST, SOUTH WINDSOR, CT. TEL. (203) 644 1551" SCALE 1"=40' DATED 11/6/96 REV. TO 4/14/97 SHEET 1 OF 2 BY FUSS & O'NEILL INC. 3. THE CONTOUR INTERVAL OF THIS MAP IS TWO FEET. 2. "PLOT PLAN PROPOSED INDUSTRIAL SUBDIVISION PREPARED FOR GERBER SCIENTIFIC INC. 83 GERBER 4. THE PROPERTY LINE DEPICTED HEREON HAS BEEN TAKEN FROM THE PLAN IN MAP REFERENCE NO. 2. ROAD WEST, SOUTH WINDSOR, CT. TEL. (203) 644-1551" SCALE 1"=40' DATED 9/23/81 REV. TO 10/12/81 5. SPOT ELEVATIONS DEPICTED AT CURB LINE ARE BOTTOM OF CURB. SHEETS 1-11 BY FUSS & O'NEILL INC. / INV=197.66'(S) CHIEF DESIGNER: YS & Uf4hLLL MUConsulting Engineer INV=201.18'(WLl )��ti�n RY DATE �■�lL J/ ,Aa ueQTcnRn Rnan MANCHESTER. CONNECTICUT 06040 SURVEY (860) 646-2469 ul v1 SITE THE UNDERGROUND UTILITIES DEPICTED HEREON ARE BASED ON FIELD LOCATION OF VISIBLE FEATURES, MAPS AND PLANS OF RECORD, UTILITY MAPPING OR OTHER SOURCES OF INFORMATION. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES DECLARE THAT THEY ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. - - - _ / / STRUCTURAL 3 0 0 rn 00 Q REVISION DATE: w � 12/21 /98 < 2 0 A w a DATUM: H: NAD27 NGVD29 I 1 1 SCALE: 1 = 40 EXISTING TOPOGRAPHIC SURVEY PREPARED FOR GERBER SCIENTIFIC INC. KELLY ROAD SOUTH WINDSOR, CONNECTIC JOB NUMBER I PHASE I DATE SHEET No. 2 OF 81 191 Al 0 1 8000 1 1 /1 1 /98 N/F STATE OF CONNECTICUT 9 EXISTING BUILDING LOT NO,, 3 4 C, '30�-D\�A v 01 70 Sp NcEs 13 LOT NO. 2 7 D o' EXISTING BUILDING - 7 -L- J7 iN"4:- Jp i 330 RCS 'N,-202.34' 'P c L 3 1, BUILDS AiG SETBACK -195 81" SE7 lo' BUDDINGSETN V — BA _BACK !Nit�197 66'(S\ PROJ. MANAGER: GBM ONE To BGILDINU �NV=20 95'(vv' CHIEF DESIGNER: c§- 0 FM & ONML INC. ConsuZting Engineers REVIEWED LOT UK lo' BUILDING SETBACK LINE --71 ON 0 0- By DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY O :2 a - SITE (860) 646-2469 STRUCTURAL (A GERBER SCIENTIFIC INC. --------__ 0)0— LOT NO. 4 00 v PLOT PLAN < z REVISION DATE: FINAL DEVELOPMENT PLAN - - - _ _ _ , L g A 2/12/99 1 z 83 GERBER ROAD WEST z a-I1'4� 1 A,0- SOUTH WINDSOR CONNEC 1551 .. - - - TICUT (860) 644- Li a_ DATUM: H: NAD27 V: NGVD29 IJOB aI�NUMBER 1'HASEI DATE ESCALE: 4O 81-191.A16 7000 1/12/99 1S H EET NO. 3 OF 9 PROPOSED DRAINAGE TABLE \ \ STRUCTURE TYPE T.F. INVERTS \\ \NG C \ . �g5 SpPCSS Vol \ \ 0 "C-L" CB 211.5 208.2 (OUT) \\ 20 \ \\ O2 "C" CB (TH) 211.5 207.7 (IN) 207.5 (OUT)Ap `\ "C" CB (TH) 211.0 206.8 (IN) 206.6 (OUT) \ "C" CB (TH) 210.7 206.2 (IN) 206.0 (OUT) \ 13 �' \\ \\ OS EXIST. 209.4 205.6 (IN) 205.0 (OUT) EXISTING BUILDING o \ \ © "C-L" CB 211.0 206.E OUT 207.5 24" STUB IN WEST, PLUG END \ \\ 0 7O C.' CB (TH) 210.5 207.0 (OUT) �\ � L OT � I O � \ \ o � MH 2,1.6 205.2 (!N) 205.0 (OUT) I �J \ \ y ® MH 210.0 204.5 (24" RCP), 205.6 (12 RCP) \ \ 0 "C" CB (TH) 209.5 206.0 (OUT) \ Q' 10 EXIST. 209.8 204.4 (IN) \ (TH) - INDICATES TRAP HOOD TO BE INSTALLED AT OUTLET PIPE. \ \\ 11 EXIST. (TH) 207.3 204.0 (IN) THESE STRUCTURES MUST HAVE A 4 FT. MIN. SUMP. 22 \ \ 13 "C" CB (TH) 209.4 206.1 (OUT) \\ \\ 230 228 1 /8 BEND - 9 - 4 18 - - 19 \ 224 1 I1 I 0 ,ox If / A? 209:6 - 2 - +210.8 I , 1 .209.5: 209.0 + 21 } i r - � os. SE�BPjK'\NE 2os.2-a-- ' 709. �+ 204.E O _ G 3` r" _ +1ev 2o4,7 - - 205.6 \ 5 216 O` O N N �o, 250 2+ i 0� 1 9 N N qi 3 20� 2 '`� 19 / 205.6 / / SEj5 PC O - 13 5 10 �~ DkA1N =� • � v - IB DRAIN1/8 BEND+LOT NO. 1 g • W F ram, o f GERBER CONFERENCE CENTER HYDRANT WITH 6" LEAD AND GATE 6" VALVE 10 X1AND VALVE APPING SLEEVE 214 46,960 ) �' 9 O C` • �• LOWER FRAME TO 213.0 `t J REBUILD INVERT TO ACCE FF= 214.0 6" PVC LATERA - PVC INV. 209.0 \� CONVERT TYPE "C" CB y 2t�3x O ti TO TYPE "C-L" CB v S=1.0% \ 13 \ 212 a - EXISTING BUILDING �� : ry , \ r o•, 7 A F{ 212 r i RGP +211.15 O R� �� t�2 5 24 -t 68'_ 12" t�0 RCP LOT NO. 3 CONCRETE STEPS / / 210 WP 210 4-7" RISERS / TOP EL. 21 / Sp.54q \ 210 BOT. E 1.5210 WP�� 18'_t2' RCP i O \ d 20g \� / 209 �� �� � w °-F=209.62' 21_ 0 d\ ��P✓ • cox 111 Og G S� / 2�g L ---- "'``- _ _ -- --_ � � ill If: / / , 2 •�, :// SANITARY SEWER A` : -_ S "_ - jf J 'f \\ \`�\`✓/� (t ` g��� NOTE: _ - - - SITE IN NOT LOCATED WITHIN 100 YEAR FLOOD PLAIN PROJ. MANAGER: GBM eu�LD1 _ _`- -` J .,� FUSS $ ONIILL INC. Corrszclti E tineers - 5��� jG�/ CHIEF DESIGNER: NG SETBACK LIN _ _ - 0' BUILDING SETgp - _ N - - - BU DI ETBACK LINE O __ CK LINE -- 10' I L N G S 9'L9 � �O�NG/ / � REVIEWED BY DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 LOT UNE 10' BUILDING SETBACK LINE _ ��\ / � a_ SURVEY _ _ (860) 646-2469 ---_ ------ __--- ---- i' SITE ---------- �� a STRUCTURAL GERBER SCIENTIFIC INC. 0)0 TOPOGRAPHIC PLAN - ----- __ _ LOT NO. 4 co Q REVISION DATE: FINAL DEVELOPMENT PLAN w 0 0 0 0 83 GERBER ROAD WEST Q � 0 0 © SOUTH WINDSOR CONNECTICUT 860 644-1551 a DATUM: H: NAD27 V: NGVD29 JOB NUMBER IPHASEI DATE A r C1 ---- - ---_ _------ IE!jnjSCALE: - --1'T= 40' 1 81-191.A10 1 7000 1 1/12/99 I JI-1GL I IVv. It ur y I LANDSCAPE PLANTING LIST FOR CONFERENCE CENTER N 0. BOTANICAL NAME COMMON NAME - 5E A 1 ACER PALM. DISSEC. VIRIDIS DWARF GREEN JAP. MAPLE C 5 CORNUS X STELLAR PINK PINK DOGWOOD HYBRID E 3 FRAXINUS A. AUTUMN PURPLE SEEDLESS WHITE ASH F 5 GLEDITSIA T. SKYLINE SKYLINE HONEYLOCUST \ \ G 4 LIRIODENDRON TULIPIFERA TULIP TREE 8 \ \ H 3 MAGNOLIA L. MERRILL DR. MERRILL MAGNOLIA Ld _ a J 6 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD ` 13 \\ \ K 10 PINUS NIGRA AUSTRALIAN PINE ti I- VICTIM( QI III nit\I(` N \ L 5 THUJA 0. SMARAGD EMERALD ARBORVITAE T Ni 2 ULMUS A. PRINCE TUN DISEASE RESIST. ELM �• O - L_/\IJ I IIVl7 UV Il-LJIIVIJ �\ � SHRUBS \ O' Q 5 ILEX VERT. RED SPRITE DWARF WINTERBERRY LOT N O� 2 \ \ �G R 15 JUNIPERUS H. BLUE CHIP BLUE CHIP JUNIPER \ a S 6 POTENTILLA GOLD FINGER GOLD CINQUEFOIL PERENNIALS \ \ DD 3 MISCANTHUS S. VARIEGATA VARIEGATED MISCANTHUS \ EE 60 PHLOX SUBULATA WHITE DELIGHT WHITE CREEPING PHLOX 7 \ n 150 NARCISSUS MANON LESCAUT LARGE PEACH DAFFODIL GG 2V SEDUM AUTUMN JOY AUTUMN JOY SEDUM /22 \ \7^ \ \ 230 \ \ 228 '209.6 +210.8 + t'• t 2SygJ 2MO OD 21 ' 209.3 209.2 69.- _+ 204.3 -- -� _ I ' i i �" +1w 204.7 208,2 209.2 205.6 �. r I 18 r' o N 205.6 I 408,2 19 G SE�g P Ct N it 13 - 10 cc DRAIN /13 3 209. ED DRAIN _.� -..; •,. / 2 k PROPOSED LIGHT POLE LOCATION -r 2 5 2 �5 RELOCATE 3 EXIST. POLES (LP TYP) � ►' LOT NO. I 3-4' H T. 6-7' HT. 3-3 1 / AL. 3— 2" CAL. 3— 2" CAL. —10' HT. 8-10' HT. 6-7' HT. 4-5' HT. 3-3 1/2" CAL. 2-3' HT. 15-18" SPD. 18-24" HT. GAL. POT QT. POT WITH DBL. NOSE Q'I . P O T LP 5) - . 2 E GERBER CONFERENCE CENTER r 2,4 46,960 S.F. f 10K LIP# FF=214.0 G2,3k \ 212 213 #LP EXISTING BUILDING CB iN`ti'=2G4.37'(30"RCP S.) 212 '�', 2 i IN v= 204. 25 ( 30"RCPI F.) IN�=204.25 "aCn 3 DD 60 EE Ar LOT NO. 3 6 2 / / WP 10 / /C # 210 f LP ,7 / LP,� 41 209 EXIST. LIGHT POLE----0-� 210 m F 9 a TO REMAIN ENE -- �fcr 208 • ` — 5 — JN EXIST. LIGHT POLE TO REMAIN - SF.NiTA.RY SEWER EASEMENT -`--- - - \�. `- !j ��p ­�{ 6 __ 4.9 -00 J 10' BUILDING S — _ — _ — — _ l 0' c�u1 tTBgCK LINE — — — _ — LDING SETBACK LINE — — — — — — — gip' BUILDING SETBACK LINE Gi LOT LINE 10' BUILDING SETBACK LINLOT NO. 4 E / / PRO_1_ MANAGER: (-.RNA CHIEF DESIGNER: o FUM & INC.Cons ati E ngzneers O f 0- REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 a- SURVEY Q� (860) 646-2469 SITE STRUCTURAL GERBER SCIENTIFIC INC. c LANDSCAPE & LIGHTING PLAN 0 REVISION DATE: Q FINAL DEVELOPMENT PLAN Z L;j 83 GERBER ROAD WEST ,&2/12/99 0 A Q 15 5 SOUTH WINDSOR CONNECTICUT 860 644-1!91 A 0 0 w L DATUM: H: NAD27 V: NGVD29 JOB NUMBER PHASE DATE SHEET NO. 5 OF n SCALE: 1 = 40 81-191.A10 7000 1/12/99 ■r; v FRONT ELEVATION YPE "C" OR "C-L" 'RECAST CONCRETE UNIT "C-L" SHOWN) ECAST CONCRETE OR ,SONRY UNITS URED CONCRETE OR ECAST SUMP SIDE ELEVATION t. r*; A ? F'` 1 1 M / B t , elfin 3 µ. F nd� a ' f,ra �Iht NI1 . � + •'.' , v 9 ,zr •t,ia `�, c ` l ic, 1r" +�i `�' t I t **t I � y� `i` r s. � � s , _ �l V,tw 1 ,In rt LppI• 3-yii � f: e.�i'a i.Y•j, •i� -•It-. ,�5 • � "�' e{ i4 _ u•i4F. ,t� -�j •4F.4 ><'��-I'•!ilf �jy.ay+lam ^'.�••q •; � a* , w` F,� .i�;. , o • 1 •a 1• 1 WON i �r/,/CI J� Ia I * POURED CONCRETE OR 2' MIN. PRE CAST SLUMP OR SLAB OR EQUAL) 3500 PSI • ° SEE NOTE 3 d - • ' a 6' OF 3/4' CRUSHED 51-4STONE ' M NOTES: " 1. MINIMUM COVER OVER TOP OF PIPE FRONT ELEVATION SHALL BE 2'-0". Irxa�•. 2. WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING Y { t yam- Y* y h r 3. WALL :x THICKNESSFOR T 0 STRUCTURES CURES {M •. s y }1 OVER 10' HIGH 11" R N S 2 FOR CONCRETE a ••�� - x BLOCK UNITS. INSIDE DIMENSIONS 'yj *� ','+ r o rr�► X REMAIN T r: E HE SAME. r•N t � ;T •st d. 4. ALL PIPES SHALL BE CUT FLUSH WITH k tRv�! ds .' s T. INSIDE WALLS. _ c';� ' fi,s .• 1, t r �r 5. ALL BRICKS SHALLa BE _ r' �a � <�` •rlF��3 TYPE C" CATCH BASIN NOT TO SCALE �. BITUMIN❑US CONCRETE CURB L-1 1/2' BITUMIN❑US CONCRETE - CLASS 2 1 1/2' BITUMIN❑US CONCRETE - CLASS 1 L 2i/2' BIIUMINUUS I.UNCREIE - CLASS1 (TRUCK AREA) ' PROCESSED AGGREGATE BASE 8' GRAVEL SUBBASE 10' GRAVEL SUBBASE (TRUCK AREA) PARKING LOT SECTION F POSED GRADE rt 6 DEPTH TO INVERT VARIES SEE PROFILES 6 IN. PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN, 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (❑R AS ❑THERWISE APPROVED) NO ST❑NE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2', MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D•❑.T, M•02.1 FOR 3/4' STONE. *�:��`., ty�,��,m'�r-•".^*"�'a-.l�.r�``'�"bAi.'�•�'.4'°;,:� d` �+.'��`'44 :���� � "3'� �' k`;. I MIL tld 3. r BACKFILL TO SPRINGLINE OF WITH 3/4' STONE WHEN USING* 1' t� ` P❑LYTHYLENE OR CPP PIPE Af,I I.D. + 2' 12' MIN, 12' 12' I.D. O°O°O°O°O°O°O°O °OOOOoOo -'4f`.M iS! 'S . .. ..t.�:,'vl�c•T:iy�. ,"P,.:'^: a.�1',�M-n '.i�' 9 "' STORM DRAIN`' TRENCH DETAIL > a NOT TO SCALE ;; jt A ' Iq ' .E B J , w f' S - i' F • {v b• .7» J 3< p PIP ❑,D.+24' OR 3'-0' IN. ROCK PAY LIMIT BACKFILL PLACED & COMPACTED IN 12' LAYERS FINISHED GRADE LEGEND r m - PUSH -ON J❑INT NO RESTRAINT. - PUSH -ON J❑INT WITH COVERALL PIPE J❑INT RESTRAINERS MECHANICAL J❑INT WITH RETAINER GLANDS - 27' MIN. RESTRAINED LENGTH FROM NOTE A ❑ ALL MECHANICAL JOINTS (MAX. OF ONE PIPE J❑INT WITHIN THESE LIMITS.) SEE NOTE NOTE "A" ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RETAINER GLANDS FITTED WITH CUP P❑INT, SQUARE HEAD STEEL SET SCREWS. ALL PUSH -ON JOINTS SHALL BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT RESTRAINERS, MIN. V-6' MAX. 2'-0' 2, ± FINISHED GRADE -%//_%// SLIDE TYPE VALVE B❑ D CURB I L} I\ r E CONCRETE THRUST BLOCK Z \ r UNDISTURBED EARTH------ j 1 o 0 6' CLDIP MECHANICAL JOINT - ANCHOR TEE I / -GREEN WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENGINEER. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A) OR 3/8" TO 3/4" CRUSHED STONE PLACED AND COMPACTED IN 6" LAYERS l�45". ,• •i 'Aat V-0 tr•, R'. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED r.•`Y ' a ATER THAN 15' ANDt"�1 fi�dy� „ yp{�,,�+`;-+^+i,{,`� j •1t,t �Y4 � 5 > ;�4'4+r "' � 771�`;9 NA N41=�1!+Nadr64�`!M'::.T�y tr b1 '��,� ii• i�.�.' ��', ��:, r' -c, •ti, 'SEWERrxi:� i-e) • i e f 1 i t�<.{, !' Y 'I 4 J� - Y w, K t L Ik 7.,� A 1 ry d, p _ .r fir•.: { 'u 3 r 5•_ Y t 17 Zia �V y kIN f i .._ .' 'I&A HYDRANT: COVERALL RESTRAINT ON EACH ❑INT OF A HYDRANT LEAD TYPICAL 1' OR 2' D❑MESTIC SERVICE WITH DOUBLE STRAP TAPPING SADDLE ,i BEND ANY ANGLE AIN LINE GATE VAI VIF 7- CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT HYDRANT TEE CONCRETE THRUST BLOCK APPROVED MECHANICAL J❑INT FIRE HYDRANT TO MATCH EXIST. SITE HYDRANTS. BREAKAWAY FLANGE FINISH GRADE 18' TYP. CONCRETE COLLAR (CLASS 'A') 12' MIN. 3/4' CRUSHED STONE OR GRAVEL KEEP MASONRY BLOCK \ CLEAR OF DRAIN -_ UNDISTURBED EARTH S❑LID MASONRY BLOCKS 3'-0' UNDISTURBED EARTH `- 6' MECHANICAL JOINT RESILIENT WEDGE GATE VALVE ` UNDISTURBED EARTH � r _ t� SEE NOTE 'A' � �,;,{ c a �•- 1 �. :�' a �1c: �+ 1 �' r FIRE HYDRANT ,3• .l"• 9.r' k '' . r.f. 7r5si�_ rrar:;, �tG.•. r, .Ipa �� �, �:7'�` ��r s< r, s,"�r••- J�,.t�x;y�.;: ;it1�z'�i�a ��p,* y � +,s<:7, . , .`„`-.:.. J Ifi. Y °Ft '�Lri�: Fr �'? n�^. .{F1GT•z 'tk.`W,,,,p ra •' �+: �i i ry.'S „�, W . `r.`' n •ly } f tYz trl:,s .,zxl,... k 4 i 11 l 1 Y 1 n: E t a 1 ti r w h J ci ,E E,. � H � 7 F g T � , s yy .. B s � !•d < �t I •r( l o � Y s pia 4 1. 'i t• � � 1 :1 `fix °- i i, e L I y , . 1 i- r i'^ a 1 j?�jr I- �. F 7 S Y. '1 3 + r 4 'tE 17 y� 'r ii r �. � w''r Q!`''a .; 1} r y, - uh l r., {'3 - :, %tr • n,,r�+,�: i f Y A ,r° �r� +tw } J .'F.� i d d x` u 'i` 4 {p• gj F •P?'� ''{!r .l7Jy �y r'r -LF'+' �C3,7 <3', BS!':�ic£ p, '4.:,.�r}'�,i,`i�,.h„ . '.a ,ti• -S "1! K'•. - .$ i��. •F. ":li 4- • u. t. 9, ,✓,�"y r .k, 'P• 4',u t DEFL 3D MIN. PLAN ELBOW - DEFL. LESS THAN 56 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK V❑LUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0 25 12 0.375 16 0.5 Q Z PLAN - TEE PIPE MINIMUM DIA. CINCHES THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.375 16 05 CLASS 'A' CONIC. (TYPICAL) a CLASS 'A' (TYPICAL) 6D MIN. PLAN ELBOW - DEFL, MORE THAN 500 PIPE DIA. CINCHES MINIMUM THRUST BLOCK V❑LUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 iD U.37J 12 0.75 16 1.5 -`� r a q A { f F•r S 3 >t' If• p; r ! E rl f 1 7 i �:.",*q;., q r, Rt11 'R!! CAST {. "-..:.,? Y .., ::'� .`sC . `S;'.. � ;�..: j � ,. �.,G�{-,. .•,`,- �.'` .,�.. �., r' rr „d • ���.� rt :;: � * ti - , f 3, .S �. r ,a �"•? q T� dI iK"'���py�; pµ �� G 6d.I„- • y ( �x': �� .rr f"�-. >.F-x:i .r ��y'�' "j�f�'. :�1 ! .� {l^.,i r' ;-,�,! r .. s4 @i_Ii 1-.t:,t-.�t�� S K�N1�':�': �+71 -ti3 iL{�<, �`.: � ' k 1 .•.�, `•Ad'�l ,I FY'.'i 4 �__ i� �„B• r1 ',i,d 3, '�;.- "f (. Y.. ail Ia; M�S 1� I •iM,� kl •' y �� ?�,'' � �j i., - t Q xy 1�..y„ , .. IRON HANDLE x y,..y F, r�;: }, s >{rt� 7s .:-„ k,k,ti' s� fi;;,> CONCRETE THRUST BLOC ' f,•-'.��.. . f 'a' • i• r" Co" .3r'{ : 7.. X'r; 41b r A „r i5, 1 ` 'F'L ;•i,.F7 BLOCKS trry ,'i.C,?,;�,+':}C,f j, « f '•1'' Ff -i st?:W� # �t�a� y'��' 1';d SQ _.< 't;.�.' : s S,tt '� M ��' 'f t} 1-."I%}, '*.' `? .!•k<�.• NEENAH TRAP HOOD ^FIR , �'rk ����r dl 7,r��1 s-a � �'z ..�• �� 1,,��a,3 ,;±�,�L��p�f+`ryiIlk'%��„�+hr�Y- .,,rt•� -' t!' N MODEL NO, R3701 ❑R WALL ❑F BASIN R�} ,:'r x �3 : ;, , s{;♦?,r I� y� w} T EQUAL WITH ;:, :. rl A.;� ,r;fi:, °` j PIP +24' - mw:!`. HOOKS r r ❑D ❑R 3' 0' IN .�w �, ,ter :. R,i � " ' '4 , . Br, y� t� • , tia 4 .; � r � t' i . ,r},-n. ROCK PAY LIMIT _(j M BACKFILL PLACED & COMPACTED IN 12' LAYERS 4ny i `� dt : Ip �f73 47 B t�9i G d_,.J. r tl , s, ,d 'at.• a , FINISHED GRADE OUTLET PIPE A SY ' '. �• ' I r e, , T .k 'lr �k +.,` 1 •fra..a:r BLUE WARNING TAPE : r , o ios 'ro � r!` ti S � ' " � COMPLETE ENVELOPE OF FILTER FABRIC WITH , 'r ' 12" OVERLAP REQUIRED WHEN CRUSHED STONE •' �.�� �' v c IS USED AS BEDDING MATERIAL. FILTER FABRIC tf4 a 61' ♦}+* REQUIRED IN ROCK CUT AS DIRECTED BY ENG. cd 3,r 6 MIN. BEDDING MATERIAL SHALL BE BANK GRAVEL Li (DOT GRADING A), WELL GRADED SAND OR n- 3/8" TO 3/4" CRUSHED STONE)K PLACED AND COMPACTED IN 6" LAYERS. r ti` .•. �i a , t . TRAP HODS SHALL TA i" -� . »; r ''�`''� i0 BE INS LLED: .; , , 3 , :.�..:r...,(^�f;`•<D,: r `• »"+' IN ALL CATCH BASINS WHERE _ ' '-.• � �. �.,--;F. W -' 1 GRAVEL FILL AS DIRECTED BY ENGINEER WHEN REQUIRED BY TOWN :. ENGINEER T❑ - S: fit., 5.`�.,. �. < ' . �. , ;< • UNSUITABLE MATERIAL IS ENCOUNTERED SATISFY ENVIRONMENTAL CONCERNS, e:a .ro z.. ef{y ,e. y; •f�''" ';y. 8;.. , 'a ' ,f1 •3 '> t r� - , a.,3, e...'rBA: -> �.x: I.� ''�-rr: :_ :''r � .,; , `�"• 't t" c STRUCTURE N❑. 411, CRUSHED STONE HA 3 7 9 AND 13,,. CIE SHALL BE USED IN HIGH GROUNDWATER +i .+ f• y I 1i• J e... a. Y 3{ i _ 't CONDITIONS AS DIRECT Y TH •� DIRECTED B E ENGINEER, r EE r :t�1E �, �►�� i-'t�v�' t t' �-� ''* "-rl .J :.�iy !(- ,, �,- '�sQ: dE .g_ I••.i i" '+.N x . ►•',`:' , ,"). ->,. . b�`'+4 ..{ty` TRAP `' '� °...:X< `h s.r''•. �','P.='• ,. '-,�, '..d;i 'rt'�:i;?hr k`,...-. ,..'.-`3"..`:v.._;q. 3,'`�,, ',t1,+�` `-'�1`,` �--�HOOD INSTALLATION {•���.��, �f� ,� fig,; n TYPICAL TRENCH SECTION (WATER) NOT T❑ SCALEzkN4 il r• q 1 Y S• i 5 c e • i4 s.`' '�';^ r 8.y ' �' ., r rr �, lt'; ,a � x 6. f} :'tr, �$ = i " I .1' � 'r ' iC,�'a° g 4 ti' 44 , .. ,'va, • c. -' ..- rL4 d*-,_ ,i.,yM a - ,.' -: to .- .a-'♦ •':", '. ., f-,. • ia",,.n w.-. 'r. T'. qy i ,`�- p i Y 'S i )).j�Er,,.... i.-r• . r... . ,r r Y. •. ., ...,j}.-�'�yl•. -, ._. -r.... -: r . �: A :: h.. .r.;. .-f,' 'i .. -,.. ,. ''r ''� r��". n.• •4: +,Y Lim i.. t � t, ..�„ f. .. c` „ . -. � ., t ,. Y '•C � .. pp- . , '�•' }' a' a � ;!! a #Ilr:::. _ ' . . fr ,e r . , a "i .- ��•iF . t:. °! ` 4' 71A4� e' * � 0.L: 'icT � r. ..r . '�i. .c t fa'•,, . v' {Yy , d t . y-. ��,�,3s�1, i' k-. - ..-.- 3iC. � �;.. ,. ... .!' :, '% E M.. - ': .. .`;� .-y d!` "mrf `:..�� -. t • J'i: ..3" - •� ' ..' 1 'i1rt. R!: I 'F. ,1 - ..i "<',j 7 ( 5< .•N {: "`�.7'. -li.. GENERAL NOT E S j '1 t oTr:.r dr i � 5 F r � 1, (.. ,. A::1f .;, ♦ .r �•t:.t,, �., -, $ .r..:.a .,,,�. .�� e3� �., 4?. t. �.4,7. t,, ,•�,t�'.: .;�'�`. j ' • ...-='V•,�•:�� -' .:.,,!: -RM' ,.'. ..!+5. '. 'S SvL fi . .... Y>. �, .r, • .. fig' : zx I .: rw „'t. i. -,a. .:. r'. ..,I, ,• _:, . :G, .-Cll THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR T " ttx e° I.�?.15:r ',.. •h .._ r,r , yy• EOBTAINING ALL• Y:,'';..d 3f v. -��•,; #,..q::q '•ay:' '.�'. sC-:: iL,i' .,.;. 3F-,.i1,;.:, ,•'. ;r ++, ✓.a -,ir_; }t+!'' ; ..; •.,?::.,t..•, },.IrI .'' NECESSARY LOCAL AND STATE APPROVALS :' AND/OR PERMIT PRIOR T❑ T. .� . � •� , E BEGINNING ANY TIMPROVEMENTS/CONSTRUCTION, SI E � t , �. � -��' .. i+':.I '.. {.�y `.'�ap,. �.,''�'I�rb, 1�'M,.u. •Lv �'�i k,;-y.1 W ,wp.8 �P; t =aa,. i#r � ",i_ ''?:.1 fT I 1 '- ••1.YA" rr,..'^ ,.. i � yr.• 1` ' jj .�I, rk s� t,. .- • k .IG Qp � ., �� :..�. , .`•� r a � , 41� (2) THE DEVEL❑P R/ T A T ;E C❑N R C ❑R SHALL C❑NF❑RM T❑ ALL REQUIREMENTS ❑F •�.i:5c i-•r.:ed' �„,;..�,,.:av:.-..7. - •:!" • a. .i;i•.....`, 'NN F .}r!,, .R Ai r,l�B..Y.� Y�'I'"•'�� Is :4F7'� 1ir * . �S�{+t` !�.�,� THE L❑CAL AND STATE AGENCIES. ■,,'. (3) THE L❑CATION OF ALL UTILITIES SHOWN HEREON IS BASED ON THE BEST r'D`'•i l 1. 1/2' EXPANSI❑N JOINT BETWEEN F❑UNDATI❑N WALLS AND CONC. SLAB AVAILABLE DATA, THE L❑CATI❑NS ARE APPR❑XIMATE AND ALL UTILITIES MAY NOT BE SHOWN, PRI❑R TO BEGINNING ANY C❑NSTRUCTI❑N, THE 2 SEE PLAN FOR JOINT LAYOUT CONTROL JOINT WITH POURED JOINT SEAL DEVELOPER/CONTRACTOR WILL BE RESP❑NSIBLE TO N❑TIFY 'CALL BEFORE 1/4'x2 2/3' DEEP SAW CUT "r°, ., YOU DIG' AT 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ❑N THE t ► `'af , ,.. r na r► r^x�rl• GROUND, d 31 �4!/6x6 W4,Ox4r0 WWF Y ,� > (4) SITE - BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE 1fir• ''� -.:p •, .� .. t. h, _+4 `N+I:, PRUPUSED L:UN II UURS AND SPU I GRADE ELEVATI❑NS. CONTRACTOR IS RESPONSIBLE FOR INSURING A P❑SITIVE DRAINAGE FLOW TO ALL CATCH BASINS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN STANDING WATER. ODu. o RAJ t ° N NOT RELEASED FOR CONSTRUCTION % f o 00 0` o 00 0 ,__PROJ. MANAGER: GRM PLAN - CAP SECTION CONCRETE TRUCK AND DUMPSTER PAD PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.375 8 o.s 10 0.5 12 .7 0 5 16 10 0 N N f N SEED MIXTURE FOR LAWNS SEEDING MIXTURE FOR SLOPES GREATER THAN 3:1 SEEDING MIXTURE TYPE SCIENTIFIC NAME COMMON NAME % OF MIXTURE BY WEIGHT (PLS) PURITY % (MIN) GERMINATION RATE (MIN) SEEDING RATE I Coronilla "Penngift" 5% 98 90 Penngift Crownvetch Lotus Corniculatus 5% 96 90 4.Olbs/1000 SQ. FT. Birdsfoot Trefoil Festuca Arundinacea 40% 97 90 "Rebel II" Rebel II Tall Fescue Eragostis Curvula 15% 95 87 Weeping Love/Grass Festuca Longifolia rC@Ilgfll I nor IV/o nc �V oc U.J Reliant Hard Fescue Festuca Rubra, var 10% 97 80 Commutate "Jamestown II" Jamestown II chewings Fescue Lolium Perenne "Palmer II" 10% 98 90 Palmer II Perennial Ryegross Panicum Virgatum "Blackwell" 5% 95 75 Blackwell Switchgross SEEDING MIXTURE FOR AREAS UP TO 3:1 SLOPES SEEDING MIXTURE TYPE SCIENTIFIC NAME COMMON NAME % OF MIXTURE BY WEIGHT (PLS) PURITY % (MIN) GERMINATION RATE (MIN) SEEDING RATE II Poo Protensis "Baron" 60% 85 80 4.Olbs/1000 SQ FT Baron Kentucky Bluegrass Festuca Rubra var Commutate "Jamestown" 20% 97 80 Jamestown II Chewings Fescue Lolium Perenne "Palmer 20% 98 90 Palmer II Perennial Ryegross 1. Seed to be applied at a rate of 4 lbs./1000 sq. ft. Fertilizer shall be applied at a rate of 2 lbs./ 1000 sq. ft.. 2. Seeding mixture for finished grassed areas spread on 4" min. topsolI as Sr] UUUVe IUf Ufly UISIUIUCU arcs other than paved or landescaped areas. 3. Planting seasons shall be March 1 to June 1 and August 15 TO October 15. After October 15, areas will be stabilized ,i4-h hr ybale check filter fab-1�- ur.r�rl.Aihir� mi 1 -h -o Wlul IluyLj Ilc�N IIIL cv1ii,, yr vvvvc vvi liN iiiul�,11, Uo required, to control erosion. for areas to have specific NURSERY FURNISH PLANT MATERIAL HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS, 3 PER TREE TURNBUCKLES ON ALL GUYS ATTACH ORANGE FLAGGING TO WIRE EVERY 6" IN AREAS WITH PEDESTRIAN TRAFFIC. 4" :MULCH — DO NOT PLACE IN CONTACT WITH BARK 2"-3" SAUCER RIM BACKFILL W/PLANTING SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD BACK BURLAP LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVER EXCAVATE LEDGE TO 18" BELOW ROOT BALL & 24" AROUND ROOT BALL BACKFILL TOPSOIL NOTE: ALL TREES PLANTED WITHIN PARKING LOT ISLANDS SHALL BE INSTALLED WITH "ROOT BARRIER" EQUAL TO UNIVERSAL BARRIER MODEL UB-24-2 AS MANUFACTURED BY DEEP ROOT. TREE PLANTING (>1 4 Z2" CALIPER NOT TO SCALE NOTE: ECAVATE AN ADDITIONAL 12" ALL AROUND IN ROCK AREAS. A PLAN VIEW N.T.S. FILTER FABRIC WEED BARRIER AS SPECIFIED SHALL BE PLACE FOR ALL SHRUB BEDS AND GROUNDCOVER AREAS. QUANTITY VARIES. SPACE AS INDICATED ON PLANS EVENLY SPACE GROUNDCOVER AT INTERVALS SHOWN ON LANDSCAPE PLANTING SCHEDULE. PLANT IN STAGGERED ROWS. METAL OR PLASTIC EDGING WHEN ABUTTING LAWN AREA. (OWNER OPTION) 2" MULCH LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANTING PIT 4" MULCH BACKFILL W/PLANTING SOIL MIXTURE FOLD BACK BURLAP SHRUB BED / GROUNDCOVER PLANTING DETAIL NOT TO SCALE �� QUANTITY VARIES P (TYP.) SPACE AS SHOWN ON LANDSCAPE PLANTING PLAN VIEW SCHEDULE N.T.S. J MULCH - UU IVOT PL/-;CE IN CONTACT WITH BARK METAL OR PLASTIC EDGING WHEN ABUTTING LAWN AREA. (OWNER OPTION) BACKFILL W/PLANTING SOIL MIXTURE FOLD BACK BURLAP ((TOP 1 /3 MIN.) LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT SHRUB BED PLANTING NOT TO SCALE NOT RELEASED FOR CONSTRUCTION A AREA = 5.18 AC. BU/LDING . s. co O N/A a Z J 61.05 1 � M w ij O ° ce 5O► LOT LINE TO 6E REMOVED 35� r�uFF�R 261.00' �N 90-27'-00" E —� 10BUILQINC, LINE N 180NEW LOT LINE } .3 3Z 2 8"� ; fn 860 x. o W 119.29' N r.- y 8 m `- consi stir" _ :. °' p °D - 0 p : -o' o f w- "' ' "° _ oo"- � s • E -.._ �/ ►RE • �; a �/ �-�' � �o ru- 3 D m Al � CD NO. �' �„ � , co AREA = 11 1flo ,� N CD z o r m` ry &o PROPOSED 4 NG y >y y i 3 240.00' - 1� 2 O O W _-2o'" ocr co ry � o r .. �Cp Jam° \ ~ = 6 f tT • , M I HEREBY PCEI ,Tl FY I ° PREPARED iN CLASS AZ. SUR J jowl FOR STANDARr"333 '., .•F o p ADOPTED L)c{ u► o O CO�HG o CONNECTICU �.�'. r: , ; iuF" 1_A j,., SI'F VE"'�? L N s 4 3- � • \ �p•9 �30 T: �4 — -- - BUILDING ` 35 LINE B3 9. O O ` �Etr r......,...«...,.. ...,..,.,....A-.....N.,.....,.......».,......a -- -- - ........w ... _..........,.......,.. -,... 4._.... . . ........,».,,.,,,. < , ..: FU-'Ab& �l Q,•,��L� 'sI i J e-',{ oaf .y z� /19 ROAD EAST �y8 � �: P�...Q° R G C 4 w C'd i`� ¢ � I 1 �P D �..�' �k u� 4f � ' "~ � f � 00 E — it- } 01 LOT N 0. BE R 4 t 10 811LDINfy LINE /12/99 ---------- ., _ .... 2.9 a' 7'- 0 0" w _._.... SOUTH W l D R 4 7 °_ _ `'�'��0 00�' 4" V E R NON N/F ALMA L. GIUL1 ETIT IE 434' .a„t.x;"+xwrn arsr, :'.w .saa.nsson: nut.%a ate'.-s - • �r aars«xta s.�.s�. ws- awrrarrsMoe" V rA fA III I lJ fx L V I G CATION TYPE OF EASEMENT GRANTEE :Y y lD TRAVEL LOT 3 L� WATER LOT I OF � GAS LOT 3 LOT NO. 3 st. MAIN INCE RESP+ LOT 28r3 LOT I a 2 LOT 3 A .. IBILI g8. I g28— 87 - GEFjE3 r j so BU1t_D1Ng LIryE O' ar ryry r `p b _ r It Af •�;'ri �; ✓ tr � �.� ^ -; + t s 4 �.r •r �."tn ['�; Y� ' r :�; 1 � .h%�,yrr-_.rt•E�. t, ���ti y't" + ir ,at`y',`r> r, .,)rr� x \O z 2� 'Qip �# '' 1Jt.y,,',_,_ wri.,b (,.�, ` �je Oi bO �' h AREA �J`57. ,r.�',is<li.,er. }-,t:?"fi ar,i, � r `• raJ�."(t'a>'�t'w-Jih' r:'(n. `Ktf w1 y - ,ter r•"y,n <r P °''r',.' iSM;r IA" r,•r 8t6-a+b:'�' �„ a.1.-t .)i },- * 'l'., ..;� _ q � S O 6 � t �r��•��a si*+' f, :�+ p • C. i i � � r )k.. � - li, _ d, ^!` "y:s'�nP•I j -r' ,a,,. O e ,� t h'w '' ? a.<?'Y,''1' '�"!e crr. •w';''"'`': '3 �pF �, !- r _`iY,.r.,,k.. .�'r ..x:. �� ,„1i,t4 ;tr " :.u' �' �� �a'a.P -ai•- rAty��,.. 'r�- r� 'fir. '}'�i 9 fAyyir. �,:fi": ��^ •I k ' `t ::! S . # y d. . !:" '° 'Q '+' .r ..a'- •�F �t �'}'�'�`♦ Se,�l '"^:7` 2.i. a,�•�,''.. ��'• �. -, �,Y,,.'j:�, i .:l,, 4 7. C* � .r_, � :,.: :�''• � :. y., heir 'S?`7-••'E"rr ,� :4�{ 3 L�•Jy s tf ,t' "6 ...•#'.t '`Y. `.,-. •.,, .t.� �hyy4 .e + ^'•-•k. •-.d y ,ia � i' ...�r�. '.,�}. f"�,�r ):s,, �: ..'� :'v'•}.. .,.�y'r�,R.-t+•'.�.. Y 'i t.'< , �. '� } '•:u -.+, ` '\'.�. r .� s,rJ�l'v.q: y;'e�:. _Y`.-af ,,:k,.Fi ♦„�: 41.:i., `g�r 5f: I. d .' , ,w � � ��..�: , -fir W'- -�I.. R5 :•li l.j�Y. r1� r �yY_ •,:.?r r , - : 'r'. /e A'� �,_rr� ,r . � t':''r e .s �. r _ �. r [ r ;t : • �+ - _ f� 'r _ H � t.. ::!,','r4Y'' - ""'t a G '; • . ,d.• 3 1 .. i •.. '� .! ,a . ;•Oi ) ..,; ) ` .�5.'.� _ , -' .. :{Y) k.>a' ': T f I� ,"�J ria ,..4}-r'•e 'r 'r i h ? .:s�''3 ++i '� '� :n�. 1'� �t ,t5 'X„ 3i``ti q-,yy r �,c.•, �a� �r y:{{•�ti' \ O � �'��2 j�aN`,•c ,b+�►# ."��r't�r: }y��+ a,• {���,:'4*- ��i. ��� <�..,��GYrr� :,ri" �..>.f4.�'jL. LOT NO. 3 / N i } ° •� i vo 4 cc } 8 ti B'o O N. 1' P• 48.63' I i �1 M l� O 0 N c0 C0 2 4 N 1g°` 08 1082.34 r R04D N1g0 - 08 30 c 10, 5 WEST 1036 �3 , r.: z.. 4og.73 , s. It ,i x3 4 f•'.:' r �.v cty v O x V1 C •n: 3• r cm to O 2 aj _ f W ar rn r�; Y .., ��Iy}. toy �fd '' .;' �'Mtv`r_ ' • LOT LINE TO BE REMOVED a �- 0 NEW LOT LINE - 5 7 ',�•RiC.r'�l Yif a1.w ;r,� �;�� � �.'�' ,, �.: Vie* �`�� k>� � °-fi'�{ ��',�i�^ ,` -. � �V iyFY}t$e: •t yn�:ak At%':'' '{ .j'.� •e^iti1'r" I�r:. 3 ay> r�s'+.e�6".,., 25i BUILDING LINE •'\ �a 2 61. 0 0' J - a +`— S 9° - 27 - 00 W 115r00' �! i N lg•_ 32i,�nti _ I n NOTE: SEE SHEET 2 FOR LEGEND LOT NO. I \ I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASSA2 SURVEY AS DEFINED INTHE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, d � \ ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE cp ul CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 40. �---- / L. S. - - -- - ° svfpv*� REVISIONS I ID} s.:. WANAWK...r .--•-eaMY1FCRc+.iaFtR�+'Na,*i.ae��.ttu:a'as1'. :e:'#vl7..fcf'uw'.:w.: ... -. w• tisd!!f'681MIIa9[?.r ..', .. 2�:::Y�[�Y: c: , _ .. ...:'h..w.x,,;..:Flf:�H&ra�9GWHf:6GYI4"_"• _'", - ... ...- _ ,..-.. i M. S r 0 W� cz, 0) t�nf�1i a MANCHESTE a PROPOSED INDUSTR L SU DIW010 PREPARED FI GERBER SCI . 83 GERBER ROAD ,lf �l Tr.L860 GRANTOR LOT 3 LOCATION TYPE OF EASEMENT GRANTEE MAINTENANCE RESPONSIBILITY A, EXISTING STORM SEWER SOUTH WINDSOR SOUTH WINDSOR STORM SEWER SOUTH WINDSOR SOUTH WINDSOR UTIL I TY LOT 4 LOT 4 UTILITY LOT 4 LOT 3 C IG EXIST. SANITARY SEWER SOUTH WINDSOR SOUTH WINDSOR D WATER LOTS 112,4 LOTS 1,2,3,4 ,WATER LOTS 1,2 LOTS 1 ,2,3,4 WATER LOTS 1,2 LOTS 1,2,3 Gr SANITARY SEWER LOTS I ,2 LOTS 1, 2,3 SANITARY SEWER LOTS 1,2 LOTS 1,2 H STORM SEWER LOT 2 LOTS 2,3 I TRAVEL a STORM SEWER LOT 2 LOTS 2,3 0 STORM SEWER LOT I LOTS 1,2,3, / BI o / o' h, A yy 2� c 0 O 6 A O 5�9 O F 2� o' \43P s o• 20 LOT NO. 3, AREA= 13,14- AC. (U) 1` v r� a EI ♦pry. °ry ryb' LOT NO. 2 w -N o � 1" o � <Y 460 - F� � N j3p.00 Is.00' AREA = 0.22 AC' �E o y12,6 5U�L°\G G 18,7 , 000 S.F. AccESs NO _-15W 6 ��r S 460 Q 3, 66 T ]� — 8 _� r ONNE�T,Cv ST AT E or v NOTE SEE SHEET 2 FOR LEGEND . 0'1 N!� � I ry 660'f4'-3011 E 14 m� T3�3' N52o_'S5 N LOT LINE TO BE REMOVED o , NEW LOT LINE r 4• O � 00 / � C sJ �� AREA=0.52 AC S\ �O o ti O,, ,if °// F / ♦ \ 01 cA O+o moo' .._ r ._N 6 4 p 14 E_ AR A=0.09AC. Ji � s y AREA= AC. s34 0> 1 AREA=0.31 AC. 20 s'O ' t o �ezo4joO A _ N ; s0 „w �, G BER ROAD AF- -� d •�'~' �v 5� Z ; 85 43 8 54 „ I 0 R : 300 Tr 43 00' L°2o.so 35 u cc co �1NE- Q k N , 'V , r l0 J E A0 , o'31p0°„ AREA:0.25 00 J/ �I ......... : Zq• t:l Map / v v o' 0 N`360 O �O y OCFUsscaa NEILL _ A++e� Prar -s A+ V Y � n •� � ': j• j/ i i :��-+` �� �. s f,,3��•�: - (;Ot 15i lift; l�� L'i K��I ,� ,*,, I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE a• + r '" ' �- ':•'q MANCHESTER. ONNIr t:''"'''t PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASSA2 SURVEYAS DEFINED IN THE CODE OF PRACTICE PLOT P FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, p /� ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE °.A'1 p �`�,.++� PROPOSED INDUSTRIAL % L 1,3 r ' t { II S I CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. •+A••••++' PREPAh ED R� GERBER SGIEN T! ;= r1/12/99 ►�:_ ,- E RP ER ROAD W E y TE L 860 , So. A I_ E 401 ■1AYiliYY'Adfi�kTf.7'.•YMrILn.. _.. _. - . ' YMN>h Jli �' �, 1rbk^.'. -a) ti ,>A'R. ' , �s .wy,. V. .:'. .r v: .: �: •...-, :. 'i... 'Y�L e:r1':R'•., .il Y:ll+i1T�.M'_ •.� YOM�Aic+NY.,:.YFa�KK ..S r:-:. .K.^ '. � -,ti - .1... .. . .. - ... -. ., .'�. Jl_L; �.0 ., •. •t•.:x .,+.�. -N*r. '.nBaMs.:.. ..w4+.; .•' .. :'h.:� •.:.6-. sM-YF->r .ral.tsr•e.... •s W, �: *•..�"., x. ',.:... :bx•......_. �..,;:►.:�>.nrOtf�t,.lw-a�atri+.slxfg.a�'. ye]rmr'HM d.. -.. vsftFal.�.ps�R�sSn+7R9rms•Id � �YYM.L�MY'Vfx164L4.nMMOlwti Yl�Qarwt�slYiu.J6.udaO'+:. -. .. CLEF NORMAND JB , NDA BERG E R ON N/F ARTHUR R l KONJOYAN N/F IRVI JEAN NG N a M ALDRICI-I N/F GERA . & ROSALINp DLD P. . CONNOLLY N/F IRVING A. $ I NOMI L. SIMONOFF 77 -- 45 — 50 E '9\ a c' ,.•�: �.,�-.. •,.. .w? �,...r�r•*..wrc,.ra:.:nn..'�w.'...rd.a.u:-�..aae-:mu::.ear+r:s•.r4+eu.+.was.�.......n::.r...�s�wwarx"...•sr.s�.a...�n .:»'�a�,.�ces�rn ���x+e-.n� -: :.:.. .;. 891. 51 N/F AN J. & CARM•ELLA M. ROJECKI 25BUFFER L.1NE LOT NO. 4 ( SOUTH WIN DSOR ) AREA = 17.93 AC. 0 f W 0 N M 0 cD .eYu�aralYe:.w+r,. ,?: '.iJc+Yef\8.•tl[ r{nrrt4rVt*►N:rwdsmis.. 4a< �;:x3. iF `.Jw ;� .4 sa" Ad.?.,u 43.d..' .�...,h".a..._t:;-ow.rr>t :w-.ve-+.. ,. .. , -. ... ,. ... _. .•. ., .. . . ., . . .. . N/F ROBERT J. RAB � MARILYN A. AGLENO CAMARCO s 78 LOT NO. 207.15 H. 1N P PE 1p BUILDING LINE -- - RIGHT -- --- 409. 44 TO DISCHARGE STORM - -- -- TO BE OET OF SOUTH WATER TO ERMINED WINDSOR - EASEMENT WHEN LOT 4 IS DEVELOPED e _r sov ^ AN��► i r%, LOT NO. 4 (M ANCH ESTER ) AREA =14.86AC. (RR ZONE i NOTE: SEE SHEET NO. 2 FOR LEGEND I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASSA*LSUFIVEYAS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. y ,. F ., ,a-..1 T•..M3'R•'3V.H•:-r.w ... ... �14e:..NaA�.Mti'.M11X._t:!}w.i.fR..,l:.!K'•i'A1i}r.J�^fs�`Y. MRVgC:�liy.%.4"^µM�+II. iNtF',f6.'-9T..-.M+�GJr��.'YArGitbl�l-Y/CJ."s �.ti )(sfiMiliiFi� li. ' J.'i�iNf1:L^. - - ".siA'..•rXx S.tia.J'..ic'9 •i".'^'N 6 M A ! yLINE " h to S_ ii. u 1400 i ►. 1 he CK ��/ 0 1A ' i fah 5 0 GRANTOR LOT 4 LOCATION TYPE OF EASEMENT GRANTEE MAINTENANCE RESPONSIBILITY P NOISE BARRIER STATE OF CONN. STATE OF CONN. LOT NO. 4 ( SOUTH WINDSOR) AREA =17.93AC. . m ®� 411 :'c•-i..:..x� v:,nuG.�.->oa�wr.�..•r�...s-x..>.•."::,ew�...v.:.-�...:=a:+.aac.'v...:.,. .u. ,,. �.-=-ve -.< ,.-:aane...M.+�..ov�.mt..ar.w.�•c<•,..,.�,r....-n ..-.-R� Y•.......s.:-sr..,a:-Meac.ewsr:c�nr- LOT NO. 4 ( MAN CHEST ER ) AREA =14.86 AC. N 0 T n 0 z 2 0 0 G r� o o p e �0'4C00 w �� $° - -- . _ - 4. MANCHESTER, CCNNECTICJT I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE xk PLOT P L A N �~ ft PREPARED IN ACCORDANCE WITH THE STANDARDS OF A Z p CLASS,K SURVEY AS DEFINED INTHE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, " PROPOSED INDUSTRIAL SUBDIVISION ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE PREPARED FOR r CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. REVISIONS G E R 6 E R SCIENTIFIC i N C. 1/ 12�99 83 GERBER ROAD WEST y SOUTH WIN,DS4i , CT. ' - - �.-.. TEL. (8. 6 0)6 4-�4- 155 I �¢tOJ NO DATE SCALF C�iL! KF P��F wy: I h; u►'srs-.F1v.-.:•:ns.:>..-r,.i/A.r,.'..:ar.i5..=•w:,c-ee.s.,>wsrara.C•aa�lselosam•+ra'ata+Itl: a:+l.au3Milcase:'4s`J�'..96C.r+,'.._aaa•-c'�.,,. x.ur•w:,,�aT ^.xr-<. -_.,+`b.,.....CyMo;•,•a-iraa-'Ivr:.•;,:-siF?l:�iauf.'aMk.friY;-:-�w+CANer..I Fr rt•:ekseNt t..� .... ^yY:ifiL:-.W�/.7+G. .. {Y:,.� .: .M.:'. .. ..v:-:: .sC,' f i