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HomeMy WebLinkAbout87-105 Covensky Industrial Building (2) L ETTEPS OF APPPQVAL. a r c �Ko�a e{,`� R1 ,SOtd ////// /Q(!l 1/lTO COVENSKY ' S INDUS TRIAL BUILDING T,91� 0-ye S0�Z 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CON N- 06074 "` x 1540 SULLIVAN AVENUE SOUTH WINQSOR, GONN. 06074 c` AREA CODE 203/644-2511 S`iy c� AREA CODE 2D3/644-2511 �Osorz coy' asoa.�o" LOCAT ION A February 4 , 1988 October 5 , 1987 SCALE l''= 800' t Atty. William E. Grace 479 Buckland Rd. Atty. William E. Grace CERTIFIED MAIL South Windsor, CT 06074 uckland Road Covensky Industrial Building \ _ y 479 B re: Appl . #1325 Coven y _ South Windsor, Ct 06074 ! \ Site Plan -� Dear Attorney Grace: Dear Atty. Grace; Re: Application #487 - Covensky Industrial Building Please be advised that the Planning and Zoning Commission voted honed application, in 1987 meeting , the South Windsor Inland Wetlands on February 2, 1988 to approve the cap PP At the September 2$ , g Agency/Conservation Commission approved with conditions Application accordance with Drawings #1 { 6-3-$7 rev. 11-20-$7 ) ; #2 { 6-5-87 Agency/Con #3 (6-5-87 rev. 2-1-8$ } ; #3A (6-1-87 no rev. } ; a87 construction of an industrial building to be located on property and #41-lllsl9f87 rev. 12-10-$7 } prepared by Lucek Engineering �' Z # _ located on Strong Road, as shown on plans prepared by Lucek Engineering Assoc . Inc . , Project No. 87-52, and with the following Associates , Inc . , dated 6/3/87 , consisting of 3 pages. The following adhered to for this permit to be valid: modifications : S` s must be \ 2 Q condition !� a meeting must be 1 . Prior to commencement of any site work, g ~ 000 be submitted held with Town Staff . 1 . We recommend a bond in the amount of $3 , Commission to ensure compliance to the Planning & Zoning Co li 2 • No building permits will be issued until the final plans with erosion & sediment control measures. have been filed in the Town Clerk' s Office . -structural control to be employed for the disturbed 3 • This approval is subject to the conditions of approval of 2 . The non areas after 10/1 shall be mulch, per plans - the Inland Wetlands 'Agency/Conservation Commission. 3 . The actual construction activity should be confined to 4 • An as-built plan will be required prior, to issuance of a about a 1 1/2 acre area including the building. Strict certificate of occupancy per Section 4 . 13 . 10 of the Zoning compliance with the conservation plan narrative should Regulations . \ minimize erosion problems . 5 5 . A landscape bond of $5 , 000 is required. 4 . Cons truction activities shall be subject to the approval Town En ineer. 6 . Iron Pins must be set prior to issuance of Certificate of � of the 9 � /• . Occupancy. ` 5. The application shall indemnify and hold harmless the Town Windsor against any liability which might result 7 . Increase screening plantings to buffer residential' of South Wx g ` /4's \ ro osed operation or use. �Y. ` ` J + `_��• the P neighbors to the north . from proposed 6 . The ermit is valid for one year and shall expire on 8 . No access shall be allowed off Strong Road . - !ar P September 28 , 1988. 9 . Lighting will be directed away from residential use. ver truly,youll 4) ! Ke in F. Renni , Chairman _ ! Inland Wetlands Agency/ ! ` i KFR:dlb Conservation Commission d \ CC: A. B. Davies, Deputy Town Eng. r ntick Lucek Engineering Assoc�,1/ Michael Ga , Public Works Director D Marcia Banach, Director of Planning Vito Covensky D ` J Thomas D'Auria, Building Official Engineering Department {2} `! J ) 21 Feb. 4 1988 ,� Atty. William E. Grace -2- `LJ Black and white transparent mylars of Sheets #1 and 2 with the modifications, together with three blueprint copies of the / v ® above g 23 entire plans , set of must be submitted to this Commission to be 24 stamped and signed. The letters of approval of this Commission, _ 22 as well as the Inland Wetlands Agency/Conservation Commission, them lays . EPT. must be reproduced an y 4, 1M CJr?y1 1rJfi e will be C R A 4 1D "' 'in L After them tars have been signed by the commission, they UTH y � returned to you for filing in the Office of the Town Clerk . Pr��=lzrY (71d iI ��'rl�_fly l 500' P"' "US Very truly yours, l. , d�l r:cl, , c �1-ll:ic:5 - 1.3 N/t PLANNING AND ZONING COMMISSION kith i7c'1rtlic-'.1"1 Iitl L? 1`- { �1'' I' tl�I]_1C_lir l•t�ItfC1L' I' - i+ lea.-1�7c`35.1 1-5 J 1 ] -t lC 1t 1 � ��i •�a ' ! i.�/I' [ L` 11C4� i {�.'✓ la.. i.i). L1/1'' r�lii -.ii , �.. i 3t!'_ .-..t...-L. .. r , r. i�L I]Sl:lld, hill I.11% -7_ AVF EA! coo 5 f!' 1i�1 t �, t 1. C t C' i 1 r0 i'itLII S. i� 111U[1C{:-1 1`'.I a/!•' ikf eC ' / t . :/1' };C'11cY" , !'il ]1:�c JrJc.. IC?l ]. Li iil _.]/I' i1 ,t't�'. tiitst, Icrl_: Raymond F. Hallowell Jr. /�/� ! J��oo �° ( _ F k l lL'i. COlilt>l[ � 111C ��) . I'' Chairman f Sl..f-1LE, / cc4° 9 . /i -�' _ _ �� r -4/1., T'1 C ;Oitl) 111� 1!IC. 1 4 1 ' T'1 DPA In1AGE i and :rt ll. . _11- 23, ri CC: T. D'Auria, Building Official SS SH IP SE V VEP 12, Engineering Dept. /� e M. Gantick, Director of Public Works AREA - 5 , 049 AC p F. Shaw Asst . Dir. of Public Works E . Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Director of Planning THIS MAP IS COM PILED FROM 07llHER MAPS4 DEED DIMEN- ' r�C.Y�l:[_., . �'� SlONS AND OTHER SOURCES OF INFORATIUN NOT TO BE PZC File CONSTRUED AS AN ACCURATE SURVEY' AND SUBJECT TO t V. Covensky (Prillcip�� Use - k,jr1e>r��I ��r,ti.acting Istablxs;veliL) FINAL CHANCES AS A MORE ACCURATE SURVEY MAY DISCLOSE. . A l: ire P!-7ov i,ed PRGPE RT Y OF V I TO COVEN SKY Lot :=ire ?i ,J00sf 2-1.9,040,.S7 100' 1,;, �' �G', T1 l Wl1�J :;,C CT Tot 1.,'ronhi, je S F?�%iV 1-�CAD i s S cic Yam:-i IA l 2 LUCEf ENGINEERING ASSOC. N M. , g , >5' 33� 'Ictrd r `I 5. "�`. DATE(--) p ;+ If',L COVOCa(-10 50 Max � N0. REVISIONS _ ATE cAL t 8 C fit' T .- D S E�- �[j ` t�f{t 75% r- ?0..3D.• / EXPAND .k'E Y !`?�!� ;/?D-�'7 t�+ � ! t !?' 32 �yv- CONSULTING ENGINEERS GETTERS o . i?� ' r ' "i CIRAWN V 1.P CHECKED tji; k `* 7Ur35 )) •5 1 s �.. 1.Lci].nt: =.Y- �(ji. } t•. -' - �pYnjL K,_! G _ KKK ��t rr 1 ( S •.; i 1^ �G i Lt: I"F;LR j I)i i t(4_` ( t..�i �_`i l 2BUCKLAND ROAD -•-- 1 SOUTH WINDSOR, CONN, } ' d l + aiiri•'11ti1ire.j 1U _-4r 3 203-644-0550 - _.. ,PROJECT-2 SHEETJ ! `'� Arx �. : `.. .. CERTIFY THAT THIS MAP AND SURVEY WERE PREPAR I HEREBY E© IN ACCORDANCE WITH THE Y T z, y !y 1_. ;.1i.te is f1`Jt- t Ct�tcd by I.t%�� Yeas t-i.c STANDARDS OF A CLASS D SURVEY AS DEFINED IN THE EXISTING 7CODE. OF PRACTICE t f.l..i� .�,.ii 1F,1t„ WE C I'ICU _ r r.ryttii FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS" piDOPTE© BY T OI�INEC" I " ASSOCIATION OF LAND SURVEYORS INC, I' �• N F MENDEZ ; / f f N/F PATR IA O I a, �l ° ry A = 5. 049 AC lQ. s co ell 41 P PD pRq�f�N r- y 66 25 `L N, , � _ � of _ ,�_ Q' 0 S PD f f` rCR { oVC 0/yC F-AGE 1 t PA ro N F �, ---- /o"sY _ _ LEG N D ---- F USCO — FROST .�l� I �- 4c __ ______ �1`J Y, r�h� �88 EXISTING CONTOUR CONCRETE PAVEMENT AVEMIrNT u J 88 PROPOSED CONTOUR 81TUMtNOUS CONCRETE PAVEMENT x 88.41 EXISTING SPOT ELEVATION J _ <9> ROLLED i;RLiVEL SURFACE x F88 PROPOSED SPOT ELEVATION 6" BITUMINO* ua: CONCRETE CURB N/ F SANITARY SEWER a MANHOLE' TURF - —T- UNDERGROUND ELECTRtC a TELEPHONE WOQDCHIPS LOMBARD REALITY PARTNERSHIP -G- GAS SERVICE LOW EVERGREEN SCH RU ES -W WATER SERVICE RiP RAP CG N/F UTILITY ' POLE $ 8it PVC Q Q! KEHOE a: AREA FLOOD LIGHT 61 STOCKADE FENCE S FLOODLIGHT SEASONAL FLOWER BED _ I n r,„ •r7r CC2 cv fry _ ® ® EXISTING POST LIGHT M...�..I .,�Gx.,: HAY BALE BERM 0 PROPOSED MEIIESTONE PERSONELL DOOR 0 EXISTING IRON PIN mm OVERUEAD DOOR 0 PROPOSED IRON PIN SF�T/D/V SYN` HEl'IC FABRIC SILT PENCE HANDICAPPED PARKING SPACE ; 3 3.8 ai-- c��l//NG i4'EGU�gT1OVIIS Z. N 178 792.5C MDC 4 ` 8T E 190 478 • 94 DATUM n a S T�'+.�r�'�7 R:"�A D WIDTH =N 33" .0.W. s PLOT PLAN rk E T,;. F , rr a NO. E'EVISlONS DATE q r / rji IDATF�/r`J� CONSULTING ENGINEERS 4 1 490 BUCKLAND DRA.:r. �,�-'/� lCHECK�D r r SOUTH WINDSOR. C:ONN. �-- ---- — _ f . 203-644-0550 PRO.tEIT�j —'7 `HEST TFi _ DEFINED 13 �xts C%' I HEREBY CERTIFY AT TIIIS�AP AIVD' SLfRV�Y WERE PRE AI�O !IV ACCORDANCE Tjq T»�' STANDARDS OF A CLASS �� SURVEY AS ! F IN 7� I i- TI , , (3jJE ;t3F�P.RACF�CE ..a...; .�.,, AND �1I`�dir E E •1'IC ... _.. - S OF A CllRA OF SURVEY--- T , STANDARDS ASSOCIATION OF E LAND SURVEYORS INC. � U LL i �. CaZEM ION PLAN NARRATIVE - / / GRAVES. ENTRANCE/EXIT PAD t ALL AC r1VITIES WILL BE IN A.CCORDANC E VETH ,}; SECTION AND PAGE REFFFTRE`ICES, / / "CT GU3:DLINEr, OF SOIL E€ZDSION AMID STDIbnu CONTROL" F + OF THE � ( 7 f/, c O �� _ COi�IF�Z'ICUT COONCIL OF SOIL AND PV:fER CY??�TSEIIVATSON e��><,Z \ tir'� -�r CD / SO _ t�_ Tt F % 1. Gravel entrance / pad - ` e �. water discharge areas to �'t�led at driveway. r ,1 � - .tea) t '' 2. All storm g protected b ha bales and/or fabric filters in accordance with chaptar 2 and 4. �477 r 3. Stabilization of disturbed areas will .be accomplished within I month � silt ti tt Minimum installed do�7n- Note: Silt fencing to of disturbancence in the following manner? be M N P E -. Z ` A. Temporary vegetative cover, if needed, shall be as follows 4 o arlryual e ass shall be applied at the rate of 40 lbs./acre slope rye grass op of Founda- ': between 3/1 - 6/15 and 8/1 - 10/1. After 10/1 temporary cover shall be mi►1ch• t:i.on Excavation B. Permanent vegetative cover shall be in accordance with section 6, Pages 6-5 through wit areas 5 figure CT DOT 2" PS gvrcl stock pile soil. E 6-8 in land item gore 6-3. ,` e i i �.. 4. All non-structural erosion control t asures such as mulching, dust i ? l control, silt curtains, chapter FILTER FABRIC � ! j r l 7 J •R � 't i Y eft. u� a��rd� with chapter 7 ll ement of work shall start as soon as possible after approval. 5. A. Co[rYnenc 7 B. Install gravel entrance pads• rr�/c,a t vous �ays r,�v�-rwv C. Fill and grade area with approved material. j CONSTRUCTION ENTRANCE .vrs 16 ii I oD B. Construct buildSx�gs i n accordance with town zoning regulations ' r / ,rr' /` ��/`j\ I y 7 I. Set Nttt ana i j, •,,al, [ne � 1 { t� rs,cr• _', r.u.r tr i L'.l' Vlrr ��, .Irr fTIA y 7 \\ \, trrnU, nl cart Jancln rnctn l• }j !l . \\\ i ` ;ella 10' /o.n{Ler. •n6 Pori. r % 17j • / PROP�+'}+`{•y...+ fjlw _ S , t 1• t to, i S SMP !�0• l /•_ - i r ' �' /" / •.�,wCtl 17' sln. =_u!v' ,:i`h,tlw. f / - r / ; ./ / "r \ /It . l.;,,Er• er/tti Irlt� P GRAVE"NTRAIVCE tll,rr ,• �7trr� rl,,,> Jr°rlr t. trrtltl, tn, L i' / •� l .„,,,i --` E• i /r / .,,� �+ i3Or1c I• lAr w!r• Irnc f.q trrncn ani J�,T R i A _ ;, f /ti .. rr,.n, Il rP. rrt rh. { �! _. - ( r . ,/ r r _ r•' tiJ f j1 T W ,c'PAD ' • r tAr trrnc A. [rout l.d tot i�`/'' 1 ..�.. " acted 111 1[� ll_1ui,. -`=� {1ty171w .ti';, _ 4 \ �� !;r 1 . r_lc .0 �Mco .•-_ __� - - PGA ., � � 0 ." �/ ST, ��_ .0�� t; -14 C g O jt7YAilOt[ 4 , V ` � C• ifj' ! � 70int1 A` tparll be A{ t�rr 5.049 .,�C �, 3 �, N , o f o P•Y 80, ,'1 ��' �o 3 / / "N. r - �� 400 0 p 0 S F 81,j•�,S 0 �I �F T = PLC, �/C s`S�/! - I _- --- r \ Q 01 y�f r� OUT - ' iIDC x �� FFc44 F F ex r �O �o F ?80 ss @ ! `..- -O�`�(' 1 •.r. , �� '` PROP SSrVi` ! YS' R E t I •o �, \ t .�. ., ~jam 4 �8,- �� H (1 DL DROP PCP �f ! �� T F ly1/�T Crl fJAV)T 7 '.5 } ~ ! !j + r ;[ �� /G L MATCH EXIST. G8.0 ! t, ;�• 1 �5 �+,t tP VC1 � WI TF! f v .1 / 1 �. _ CAL EANO J T 72 �/ c _ 1 , ` 1 C7 l , ''� �p-j— - I 1, t.,l�Cb f ' 3 sw � . F r ' s Rq�'r1 a� 441 L OMBARD REALITY PARTNERSHIP G- i J 1 ;to cv I jMPs t $q ►� t i L ry 8-�D _.$g 1 z 2'�_ Toy 3 5L TO ` Ci t U� / 6AS� t v ►')1eXTu2� 2EED CANA2 'G-tLA55 -7S 215 � k i -1 �/ �,' J -- � ���`� s c T 1 �a - A = __ 4J1 LOAM r a a I � v- d n a - � V 5�O �^ FROST •�r t r { // � / a^s-e 1111110 }f�0 i N ��—' J"�C" �/�/` f { ` /Q o o� 6An!it 2vN G2AU E L-. a 1� 1, � -- 1 _ f ai?fj�6 �`. . . ,�/'HIGH FART N PauD srAayL i�Ano ) /.�� R, : BERM IIII/6/CIO __ I WHITE PINE E/OC, r , �U, G� CONCRETE PAVEMENT 8 r1, 2uN C-,2AgF L-- `\ c .�_ G'r 2t P12A i� C� -a t ;MAx sera I --g$ ------• EXISTING CONTOUR � ' y ` ;'J F BITUMINOUS CONCRETE PAVEMENT { U 88 PROPOSED CONTOUR ` r. i 1 �.�. e !`, _..HC _ x 88.41 EXISTING SPOT ELEVATION ROLLED GRAVEL SURFACE 1 9t1 Q �-�- d , 6" BITUMINOUS= CONCRETE CURB J JJ a-r-E. ` � . i / v}L �, 'g8 PROPOSED. SPOT ELEVATION I, TURF �: f � SANITARY SEWER a MANHOLE' . er,�►GT►-I �'Aiz.tC-5 K� �-. -• Chi j �V � t l IAf00DCH4P8 - QCR F,�A,u - - � � -----�----�-UNDERGROUND I�LECTRIC & TELEPHONE I - !` -G GAS SERVICE LOW . EVERGREEN SCHRU BS pI TA I L- J ��� _ -- cv �' ' �� -W- WATER SERVICE .RIP RAP i c ' t ' POLE ® B" PVC I21 P- 12r� C �-I,� ]J E- 'G�� 47.E-_"-' .Y E �l e71" /'� f U T I L 1 TY NOT AREA FLOOD LIGHT 6 STOCKADE FENCE Ln SEASONAL FLOWER BED - - 7 T M D C FLO0DLIGHT ? E 190498.94 OATUM\ ® POST LIGHT l ® EXISTING MERESTONE / TCOGRA P/- IC PLAN ' ��� LE BERM �� PROPOSED MERESTONE 14 / 87 HAY BA /V 86u(�,�i-2-0 f r `r`f PERSONELL DOOR ® EXISTING IRON PIN n re__AV L (=A\/E V ? O PROPOSED IRON PIN < ! n 111M. -- OVERHEAD DOOR v2fiACI✓ u12 S T l� O G n `.. A � r, r FENCE � HANDICAPPED PARKING SPACE CONSEA VAT I 'N PLAN _ �. Flu e:�N C-2.A•���� -�: � SYNTHETIC FABRIC SILT I' A 3 lit C,�L fL }e C� +� t g, coMc r�lti OC2 Cov L�1VDS�APIIVG PLAN PROPERTY CF VI TC COVENSKY ,Z P2 l= 5>= D STRONG RCAD SOUTH W I NDSC'R , CONN. oc � S Doti � ' a LUCEK ENGINEERAG ASSOC. IN • REVISIONS BATE // � - NO REV -.CA LE j - 40` DATE6�5�81 - • P O - JtI�rl1)[ all flr -- Sc�p,SbtL v o SUPa S,Z.) `�cn` � fir ; --- - ' f / --- CONSULTING BU KL ENGINEERS DF7.411- _) J A90 BUC!SLAND ";AE) 2 F/ DRAWN /<V 1< i CHECKED E�14f L 3 PAv',�Rip2A P,__--.T ��Z� 1 _ _` s / SOUTH WINDSOR. c QNN. 20&6AMOS50 ` � PROJECT87 5�1 ,HLETu 0F J•Ll N a T Ta SCALE — -r -' - _ I HEREBY CERTIFY THAT TH S AP AND SURVEY WERE PREP�IRE#j IN ACCORDANCE �,'�ffg Tr E o' J - STANDARDS OF A CLASS SURVEY AS DEFINE ##V . "#iE EXISTING OIE IFtC :I. FOR STANDARDS OF ACCURACY OF SURVEYS AND Ia4A : -` �IUCI ►T4�BY :1FlEGNI ; G` ICIii ASSOCIATION of LAND SURVEYORS INC. 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IY .w r 4 • s:f + ♦ >i r - -.___ .-..-.... ... - .. ... _.... �. ^'fir. � -J.�7,•. _}., '�- . . 6/ _ r t- —_ — I t 4 I Ll s w r r _ •r L . • r 1 � - - -- _ -��_. __1_.^-_� C;..�ICJ ._ -=-E-.---- y � •_��nl�• � E _ , i w- , r I - — _ T f ! _. .. . — - �Ut� _.-- -... _. _.__._.._.- -.. _.__ - _.._. _...... ....._ - - E V • �r 'i rr• 4 i IC .. _._._ _. ........._- .._....._ - ...____._ -.-_....,_. -•,,,:.,•J,...f( tf tF.II Ei-�Ey"..`�: - :1, r I'. , _ ! + , i t P _ _ _ _ 4 • ------------- -f+ - - _. -- a ---•. ....-.,. .._,.. _.._ __._•- ......,.-;.......,d.� ::--::. __. �-_ —• _" — -- _ i;^ '1#•!• vrl t j i 0 R 'R,, V I, �, L.- . �+U� '�y+f�j� j} ��, _•`yF ,•�7, DA �7f CO %--i ;!Ike ♦.!kt ," e.-„Lx•:s r'J ••'.` s� is TLAw N � sourrook tM _ •�Y��l��•N•:CO-- _ -- _ -- NNECTI.60T 66Q66• �o• o ; !2 i }J _ `#-2�• '. , r 1 i I X !" N ,.: _v. to � 1 ENERAL NOTES. I Q, 9 : : i : i UNLESS OTHERWISE NOTED• ...ALL BE....24 1 . _ . PSI I I AFTER 28- DAYS..-... i; I 3 •I - .{ 2. MASONRY CONTROL JOINTS :TQ ..BE IEOPE3 :,DESIGN i �� r mil. !2 ,.___.__-__, ....;..-•- - '- Inl I 3. EXTERIOR MASOT�RY BLOCK WALL .'I! SULA ;Sbl ::' :8 •' �►' '� d- } I ...: - .:.•. HALL.'; .: �.: 3 ::] -.. i � - _ - I BE STYROFOAM BEADS. POURED IN :: , • : . . :;. •.. , . . .•,.. � ... !• �.,:::: ' 4. UNLESS OTHERWISE NOTED-' I . • T1 y 12 � ALL:FIEERGLASs• -INSi�T,A�ION• .'.. I - ,- I �1 ! -1i7 TO HAVE KRAFT b VAPOR BARRIER,,. INST TO "WARM. . IAE., —� - j HERWISE NOTED, .o I ALL FRAMING •LUMBER :TQ I -•-k ,1.,� HEM-FIR 2 GRADE OR BETTER 11: FS.'�: - - � • C�YP) ' :- . . i 6. ICK V BR WALLS SHALL 'HAVE GAI,VAISZED,:;WA21L .TIES• -:. AT EVERY 7TH BRICK COURSE:VERTICtY:AND•EVER t I 32I, I ON CENTER HORIZONTALLY.;--,'. ' I '�. ALL FINISHES ARE TO BE AS DIEECTED;"$Y• •OWNED':..:.•• .., ::: �: � F� ,���:c- ���,:-per :�7rLL4: - _ ', j'� .::. _ �� t �•` ,:. - r 'D�oP \�1, 12 1 a ALL GYPSUM WALLBOARD TO RELIEVE:-THREE' CbAT � E >� - - I - FINISH WITH LIGHT SANDING : BETWEEN :: • � o i ; ! ! 9. ALL TOILET ROOMS AND/OR AREAS SUBJECT TO DAMI�ESS' : ' t - 1 - ' - a J, •, .. { ! SHALL RELIEVE WATER RESISTANT uYPSUM.. WAI�yBOARD.::,A _.. ` MINIMUM OF 4,-0f1 ABOVE FINISH FIf00R, } --� - -- — �`• :(:: I s i Ll i I - r F NU r . 1�� I • 1 , " •Q• r / 7 �,- ----- - mot`Gj ��G !�� — �i� . . . . .. - •- '�.; i I - : • - : R f �J : qo 1 ( . .��� �;� ' . . . � to _ rr • IF R 7 G F' •I ! I I !i i Y I `tom: i (� 4 •i�, t... •7. a ^^'•� :' f , , !t } 4q�f -K. /� .J`. :t• - 1 i r -�,r. . .r f: •V••' 'O 1 ■. 2'8 !(- i 1 r t t - r I 1 V 1 r L e i L I L• i •� I .r I ; 'efl _i _ I i I 1 ( t< I y I •N•4 •� t i I - - i �t � 1 1r 14'o 1 r. 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