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HomeMy WebLinkAboutWittenberg - 114th Avenue & Gaarde Street i NOTES VA,SE PROVIDED or s ARCONNECTEDE ®61®Ili En tl g'> a$ { R.,.flG TMfl W4Rf L�II 1. gni 'i 1 11 .,.. Fan.7-,..,. SANITARY SEWERPLAN - EXISTING MANHOLE TO NEW CLEAN-OUT — { SCALE. 1"=20' ... '^,. PLAN ... "'�'... .,®...MIi 1,1 n PI t SCALE 1'=20 � ��^n+"'" /"' JULY 8,1993 vm.Am EDT 2 "'Q _ JOB No.93-226 'COLES ACRES'- t "°" CONSTRUCT STANDARD "@ENS+".{•' 2V v'e.zzaa® m s NI RUCT ST N 49 0' ." m.. `"mi E(ir.w r OUT 24968 I g B'3o 33"W INV.�.�Ar 249.78 I ,,,,� � tl�B N 1 3 TM e .50 1000/F C,o A,S° tl i IS' .mu.+nen n•m "n'T•�TM' c7,41EryGE 'j 9 CONST.413 SON RFWaiE A 7 R BB n• " Rh w o 510N \LSF a0SU./ B�� roe W 3 'o TAILS yOi'" ]5' S89'3033' L' ...�. ..,.m1 H F` Ih 6 wvse .ter tr 15�� HONE 56 T mil a�... `J` w rc6 + rt STEPS ARE ON u 25tr. f/C pE ��F. '6"MAPLE fA w°•a m BIDE•a mow- _ __—�••<i.• O w al,','''',' 0.GIZI J NORTH SIO 10'FR 20'FIR �a 'v� a'U•? G E%ISTI G SANITARi CONSTRUCT M.H.REMOVE ONE STEP L AN NECESSARY � yF rr.e. a ° 3 h _ MANHOLE#oAC TflUCT DRAINAGE CiA NEL AN FLAT 5E'NEp 96 '12"FR V4` r „p,,,,�, p. •w V,r� RIM m 2390E PEA TO EPLAC STEP REMOVAL /olJ- - T pY ..,, > BUILDING SEWER df w INV OUT 223.8DEEXISRJG24 /fi F-� B5PN\A LAT oY INV N 224.0ALDrR STORM SEWER q5T"W D'FR 25fi5 < 2+aAN LnT `° A . YIIYMG Z zo0p E SIGN LO RO 5"15\02'� \ Y �/� rALLe o aY j''� A pl — I HOUSE Yp MRNORRD MRNHDLE lH(�® ¢ a �oo - I/y_� �alLsPEND s,s 20IRF R'W, HousE 9 o,..b. ' -�CL _ CON6TRUCT 37. f��y ryp CON TpCG _ 5'15'185T 1+53 £q C4 PLY., W\C.,:, 9 SANITARY ,5 S. HER Y +¢�' o wl 9EWERO 14.6BR " © 4"9AN L u O \ /T Ny wp 7 1` , . N A�� o PARCEL 1 cLRss o aass c ? w'�� a' I PARCEL 2 / W :CONSTRUCT STANDAR a a9 0+23 --25.00'— ~ (P wN "8.4 SANITARY MANHOLE 4"SAN LAT /°�y AILP 92-0009 MLP 92-0008 ¢a W�n k"2'4. RIM 238.31 ✓I,. F J q, •=A� Qp1 -IN OUT230.91 I / o tzar,LINE (� T, Q F Qz G6.k INV IN=.232.3t TO HOU�S�E I Q .N.cs0 I LOT 1 LNT iosERv. 1 �..I � 3�o A, 7 I I,.1E'FIR LOT ACRES' sE 0 3a 3s" .... ll (/ POTE SEPTC TA VKS FOR PARM NT R 2500 \ • M�o A NOT W THIN®®{{TWER EASE E ( 3 TANKSAWDH 7 H sEPTC e/ L 3909h9,N� ar n 4 il I 1 0 z f¢ ,FJ-4 I 1 n e250 { 451e(/II7 �P`I- .w� .. -- uN Q j 5t I N BR 3o 3D E �' H 6 N 99'30']0"E t'A` 1 )' 51.95' o uI w.a.. w1 wi. EXISTING GRAVEL } ,?F' ACCESSS ROAD u j a. TO w GAARDE sT. o S.W. GAARDE STREET 5: {y s A 0F'CR PROFILE SCALE 1 I T VERTICAL MANHOLEE 1Ts �5 ARD CLEAN OUT �/fl� TRfNGH BACKFILL DE 02•801 ��I 03 zn CLAS6 C BACKKFILL i �••����. �1', w(�j� Wo 255 _'`/.... '.ASTM D3034 SDP 3 I ...... * ....... e - �. .... -... N it a� SANITARY SEWER EXISTING TO NEW MANHOLE SEND OF PIPE R CONSTRUCT 45-B" 5 0% s /— 245 gii! ' ,ql I 245 _. ter.. _ �L T, R.... ry 4 _ _. C GKf a5 OR 39......63gy .... M i "3,� W / C`pss. A O30]4ryTPRY SEWER® Y 4 d` ¢M a q,e _..._. LN coNs 240 o ��, ���y�\ � 04 235 _CLASS -! __ ...... _... 235 t—'`E w. l k r L... § -k,l� " , 4,;::::.k,; .';';'nx *.k , ILL/ 24 5 o ' .... m. 230 '...._... � i . r 230 T pS.AeL P ._. > _.... a*r9' .. .. .._. 1" C3G� . 1 I f 1 I. A.. S I G NS FQ'P°^ l �17 �b : e.* a w " zz ,225 _... . �.� Pea: 225 w N a w w z.. _. _. 2 8 p. �NGTON ,s c. "•� I u x r• 220 0• O(INTY .. % � PROJECT MEANER_.o� z _.. az� _ ___. ___ a-. _. ;,Q t `�.-' .' IK-'"moo 93-226 220 a n y 215 ,.#,'c�' /fir " # : �y, '° SHEET 215 'I_.aaaa a.��=mo ...... __ _.. ..... -._ 4._. 'VICINITY MAP _... _........�p,..9:_,2/8✓/�3 _ 1 OF 2 III NOTES: rv"L"I."o_o IAN `sv`c r sPEcronRM ( 1s c Tx ` oux`creo ,•�, •••.•u••. a1 .g k> § D r4IgICI are`ar''''I r w`re y,N ,TING Pre AMI x a FRAM EEEEFORE • —�J o of����A�°.o T E�E P T s�Ee`� ��rx T s re � � ., SANITARY SEWERPLAN Y{EXISTING cMANHOLE TO NEW CLEAN-OUT �"•' ...,.e,..�. ..rw2i7u. "'^"'" -� I � SCALE 12=20' [ ,.:: PLAN „...,, 0 SCALE 1"=20' / /�r�`r�.®..,,..,� ...,. /..®..w.„..,,,... • JULY 8 1993 LOT 2 -I 1 .f. ^.....k,..:: .:DS NO.93-226 wl.� 'GOLFS ACRES" CONSTRUCT STANDARD a ,,,sd `1 `" ,¢j, YV uw> 4 mmvm "0j R.RY 255 2 ••••. r Y OU 4 6B S 69 033^w .NY 2 a ua. d w's 12 k k,a o - .z. ,I, CONT0.0NGE'T _ • CO 8'B Si ,:, ,F2'g' :�..>w... a:.... }',U 3 I emve.-rnrmmv mum ague • vuwrerawn w xm.mmw n aunaa sera I IN �,«�.e.. v ao.R ° _L 9s.o3 �� w�. ,.,. ..,e,." ..,.... :. a-.: r: 3� T S PRE ON ,n u 25^46 0.EM 1 26"MAPS .. S1 DE O 0+p50O S RTH SDE OF c tp' j42 E%STING N TARY EONS 0VE ONE STEP NECESSARY o FIR%\ _ a 0.. MAN.IOLE 1,0,,5 TRq CT DREPLACE H IE.IDG FL T /8 : B8RNSP. P. <2 42+93 ^`.""`"• 4.• "`"0�- RM zaeos ,,\ae To Ea aeMovAL sAN`.ARv \ I sAN LAr '-• so:LDI NG SEWE4 OUi 2238a 5%SMNG 2 -1.// `� A '�^ _Maned z I- INV IN 224.0 ALDER R BEWERT 85�W' lAp.10'FIR e ���25094�' ,n M ,aq+„� �,� I E So Gp a5sa- SSS���'WWW is-Ls ��'mN � STANDARD MANHOLE iiI ��� T 8 AN'ARY ® _. 5AN LAT c^m _ SEWER®1468% ° v c+M,� /' CLASS ❑ CLASS C =g 50 /� /N s PARCEL 2 PARCEL 1 .., 'IN « 12 w coesraucr�srpA DARo„_,a o+i3 v'/N / MLP 92-000e •... 5AN LAT MLP 92-0008 " 00 Z¢ SANITARY M /e h - _ j E. ¢ e FlR I III E '' NNV 0Hr 23ZL 3 4 I 1 n/n cJ/ TO E L NE .�.....w• �G I�..... „a..,. `L w" d ¢ o z � .. LOT 1 / wA, s Rv /"�`° /Rcs I / a,........ -I �,..,...,'.,,a. `"` 3. . 3c 11 I 'COLE^S ACRES �I E AND FILL E93435 s. uM \ ( "`" 3 Q 6"FIR / # TANKS W T I5�E ER EASAERYiOENT)o R 2500 """`,'•a~` I .1 ` J H BpTH SEPTIC /yI/ L �90s9 ' Z ' Im ! J / prep 5/AN 5.,e/ /s .v.,c...rs \ I a Q F r I NRB930'30"E - NR9 ^E d l „ 1 Tss� I E%ST G GRAVEL/ e F �i: I` \y GOE555 A. RD ST. a TO SW GAA .m+ . ..' ., g. S.W. GAARDE STREET > __..... EN BAC L VLS - TR TRENCH KFdL DETAILS SANITARY SEWER PROFILE - EXISTING MANHOLE TO NEW MANHOLE 8 END OF PIPE sTAW ARD CLEAN our VON HORIZONTAL SCALE 1.=20' VERTICAL SCALE 1^=5' 5 ,...n mx.o ... .... w, Z 1 (s°- 255 --- GLA55 C BACKFILL DNG LGT B-G sl g w 250 2 F , o 245 .245 - � "1\ .... _... 55SE�. ., .all :,7 /`, .: Yu p G1-A D ,1„,,,,,,' t ma 9° � o 240 cosrnvo'2T4 240 .. .. ,e • cLAss o 0 235 ''9� ....... 4 ., n 25 Bac%PILL ... ._.__ __._ - c /.__. _ d � s- �� f a � c uNrvro ,� `"` 220 5�• __.._ & __._. _. ....._._. _ g._.... __......_ .. 220 .. 'T ..„,�,.-- �M--n„ y3k... .._. TxoMe \ L. _.o�__ o.�«Q_, .nL...- ___ Al.. ... 1 / °�' .... 93 22G 215 0... �__ 20 4 JICJ�ter- 1": s«., a t .._. _ ..... ____. .. + ......... ITY'MAP ..... P.rci'i2f3f�93..._........ 1 OF 2 2 s — DJCCT ZO/O<urs7 //_- -Me •ZEA:°,1-r.-32$d'1 G 2.v t.: a— o 'iTl1'ff1l S"IT T-F I f. • ' } .r ata # r' ) } to r" r 01 to to p a lLl " 1 I Ir r fabric nutcrwl]5' i V1 H- Y k pr. Additional gravel may have "lerutl. { Uee AMOCO 2125 v/ stakes or better swatcord;uh C� Q W ` to be added periodically to s4 = ; o o 5 maintain proper function of / a' ���-. , - r the pad. • t g = trveyti`t� Straw Bak Sediment Barriers Along Slope; spacing. �1 T f the gravel pad does not . , t o: 1,I T I+ ",:� � htrem,CItsk< 11 adequately remove dirt and mud from vehicle wheels such 4 that mud and dirt tracking t• P ,Y: i! baled � , j e.wrn86,ov rid l �,? _- 17 on center \ - j. P is evident off site, additional / I i*'` 45;•.i - l t ��• 7#" flt7f Notes &ao Nrrmeasures must be taken. Such cost ./ TEMPORARY SEDIMENT PENCES 1 , -- �a �L``� 111-.1'.:1 measures may include hosing F� /� tet^F'r V •Embcdbalcs�lo6n><hcs. - /"Dp/#4,eyfx y g sae Selection of filter fabric i�t�' -ir-. a. 'f` • Itt' ; a• P off wheels before vehicles '�•�' male _ ` fro v0-E.L f7+_t ❑ G•j •Dn�c stakes m,nrmum lZ' Ur6 e. as 'c0' tensile and bursting strength { •►- 111{, t ow into ground surface. 4 • g�ya Q• characteristics depends on the `i ! Only rlcss r4 4 !j ►� � __ _--- --- ! I-Z aI'xx pegs each bale grade char6r>.2ov .Onl to tc used for ns leave the site or other v, �'e, "z totorrse>. instal construction techniques/ of ..o support fence. Synthetic filter plan Y fabric shall contain ultraviolet s'Max- work operations modifications. o-,; ? '1!Qtt� Q' ! Il Notes: than20Qlinealfeetand �jf* el.- ILA-'t'�i - ray inhibitors and stabilizers I •EmbedWks4to6inches Wheel washing should be done -, '. ' a cr, 4 ��.�. !! ! S fars,nglcramilyor �l ; to provide a minimum of 6 months T v I duptet rendendal ,a on the gravel pad and wash /� : 4a p.ra, V Q° ea•. as o4°r'p of expected usable construction rby4`•+wdposts, •Dri�estakesrruntmumt_' canstrucuonsan single lots •e zrf7• • - wed st- life at a temperature range of standanl or borer or u,to J;round surraM. water should drain through the (!f ear isQegta qs p g of record 77,J eit silt-trapping structure'prior 0 ¢ a4�o• o,.o' fence posts Ck'a.WD • °e"� 4' • 0•F to 120•F. atancrn.ne Stetit ErlS _ `'R to leaving the construction Radtus.25'min. . Notes • ; rJJ Site. • �, All materials to be in good C1eanPitRunor2-MinusCravel physical condition to provide •Burybouomorititcr ! 1 mauria];ni I>yt2' 2-2`r2`x3'pcgtcuhbalc i B'min. proper sediment retention. treruh dr th " �• Subgrade Reinforcement P r Pe(Amoco 2002 or better) Geotextile,as Required Provide Full width At no time shall more than one ` i :'rvit Pt- (A oc e 2.G of ingress/Egress Area' foot depth o[ sediment be allowed filter fabric t- �� I• "�1 1 Lg 1 ?G• <7 AQ to accumulate behind a sediment material _ 5.:::::.' ti yaks _T• 1. 'n -* T",w°"}fLF7-TL'� fence. Sediment should be removed • - •'�I butt „� 1 0.or regraded into slopes, and the �� f toyethcr Flow • • •20'min.for single Tamil and duplex residential 'I // J '1 ) 1 g Y P sediment fences repaired and re- N established as needed. / ` a �f ,� Fla. .t ! CC SCCttOR overlap edges pags each hate / / Marc: T���,r,��1 �,�t ( sr 1 *.terre.esec-r-,,, VE,7:,sco'c wrr,,,ro Ar3 • _M i -; ( '_ ( er�as Fitt .�Aaa Eris ri.r 4 Geay.vC W E7 1 :r ,,i • ! *K-SeGvx'c 5t�,�.c Dawirsa.op_ )1.rr�'rw,c � :I.:, ^ Straw Bate Sediment Barriers ---{� !! r- I �^ r r Cr �t 1.r s 4 1 -1rf ra vs v,,ra Arr,� Z 9�Gel/rev'S Y rm.. in Ditches or 5wales I, 1 I toe of slope �{ odgedut J • plan titanns/dutu,bsncc <__ix Erosion Control Plans ••-• : - Erosion Control Plans Erosion Control Plans Erosion Control Plans Eiet9-/0n/ Cwr,�AL rl'O6 L) Ck/f z Hint to 0 - - Gravel Construction Entrance SY: HIIRTON ENGINEERING Sediment Fence Straw Bale Sediment Barrier - . BY BURTON ENGINEERING AND SURVEY co. Straw Bale Sediment Barrier }- t IN DITCHES OR SWALES AND sCavEY ALONC SLO?ES /;'rnie 8.4�w/F� Z W 0 Z V , I- O • H STANDARD NOTES FQQ EliOSION CONTROL Seeding/Mulching/Landscaping = 0 • For projects with exposed ground surfaces anticipated between W • Approval of this erosion/sedimentation control (ESC) plan does not October 1 and April 30,seeding/mulching as noted in Figure 3 1 to N STORM ARAIN INLET PROTECTION constitute art approval of permanent road or drainage design(e.g.size and occur immediately after ground surfaces are exposed from Z Berms may be required to direct location of roads,pipes,restrictors, channels,retention facilities,utilities,etc.). grading/clearing operations. z drainage to flow through the • The implemetation of these ESC plans and the construction, maintenance, • Mulching rates in Figure 3-1 are for hydro mulches Double rate for Cl filters and prevent bypassing of Drop Inlet . replacement,and upgrading of these ESC facilities is the responsibility of the dry,loose, weed-free straw. Anchor straw by working in by hand or the inlets. i- with Grate applicant/contractor until all construction is completed and approved and with equipment(rollers,cleat tracks,etc). Stakes(2xx3') vegetation/landscaping is established. Ipaving, site landscaping• At the end of site construction, At no time shall more than a one c P.r2 2' Wire Screen I P g permanent P 8 foot depth of sediment be allowed :r _ • The boundaries of the clearing limits shown on this plan shall tie clearly i or establishment of a healthy stand of grass (or alternative vegetation to accumulate against storm drain 9 p'aoV. Mimi'tit .,- measures.in the field prior to construction. During the constructihn perioct, n., as approved) must occur prior to removal o! site erosion control • inlet protection measures. � ' `" '^o�� measures. cyr o�9D�s e, cif `� + aoo Gravel Filter disturbance beyond the flagged clearing limits shall be permitted. The Sediment must be removed and inlet °o a flagging shall be maintained by the applicant/contractor for the duration of , , construction. • Soil Preparation-Top soil should be prepared according to landscape j l.1*IP tip .e . Theplanconjunction trapping and filtering capability. sE .:2 ...,..2, �age,�ogeaa a4,akcp 7.o;'e. l W, ' • n'..p°A.ga�,c�,o ,i1`.�oa Ga:goeeo•tied°ti with all clearing and grading activities,and in such a manner as to insure that ▪ Seeding- Recommended erosion control grass seed mixes are as p - • •ea 'oo"Q o� •d�a• a o' • sediment laden water does not enter the drainage system or violate applicable follows. Similar mixes designed to achieve erosion control may be ce • Q;u•�o4.o 0••, ..u, loot o oc�.gaaAaa:o g Y Pp a -,oQo o.,, 4..1,.o•�-aw-•: 18-Min.--ii r-Cravat(12"min.depthl water standards, substituted if approved byjurisdictian- - ' Filter Fabric •�e 0b ci.. o.oD oD ai'�°pupil' 1...gr Runoff Water e. Ja -•••� tails.' rxn.;, •riUiSedirr,ant�� •gar.�r•`•4a~. s qt .°Q plan ]. Dwarf Crass Mix (low height,low maintenance): w arp� .'s �,cea...,,.14:;?. • The ESC facilities shown on this are the minimum requirements fat g • Concrete Block _ - r��dE9��""p ''�_ `'re0 ` bi"0 anticipated site conditions. During the construction period, these ESC Elks Dwarf Perennial Ryegrass,80%by weight ., facilities shall be upgraded as needed for u�iexpected storm events and to Creeping Red Fescue,20%by weight = application rate: 100pounds minimum per acre -% 'r ensure that sediment-laden water does not leave the site, 2. Standard Height Crass Mix .;, Sediment Filtered Wire Mesh with Filter g Water Fabric on top • The ESC facilities shall be inspected daily by the applicant/contractor anti Annual Ryegrass,40%by weight Stakes •% maintained as necessary to ensure their continued functioning. Turf-type Fescue,60%by weight r application rate: 100 pounds minimum per acre44111111F a Filler 1'abn: �^. Stapled to • The ESC facilities on inactive sites shall be inspected and maintained a y Slakes Overflowminimum of once a month or within the 48 hours following a storm event. * Fertilization for grass seed - As per supplier's recommendations - 6'••_ J\ W'ireScreen Development areas within 50 feet of water bodies and wetlands must + 4 •� ,a Runoff Water `' /1/ �` Filtered Water • At no time shall more than one foot of sediment be allowed to accumulate use a non-phosphorus fertilizer. with Sediment -� Runoff Water /// within a trapped catch basin. AU catch basins and conveyance lines shall fete Filtered Water t� ram' T PPe Y `µ. y with Sediment Ua �.ter. ,y. 12".Zq cleaned prior to paving. The cleaning operation shall not flush sediment • Hutchins - Muletting rates noted in Figure 3-i assume hydro-���� ep• •ti•S. ,.,,o ea• ► �- ode A7 ,7 laden water into the downstream system. seeding and mulching. IF using dry grass-straw mulch,double the rate - i- shown in Figure 3-1 and provide 2-inch minimum cover. Mulch shall . • Stabilized construction entrances shall he installed at the beginning of be spread uniformly. Mulching should immediately Fallow seeding For Buried Filter��1, - ' Fabric Sediment I� Drop Inlet construction and maintained for the duration of the project. Additional wet weather period erosion control. (nun.4"Depth) with Grale measures may be required to insure that all paved areas are kept clean for the r N ,= duration of the project. • Bonding Agents-Use tackifier per supplier recommendations to -. V oo ^ apply grass seeding to disturbed areas. _ - LO • Nearing and Anchors hot disturbed areas on slopes,biodegradableI Cr:4� r� netting or jute is desirable and may be used instead of bonding agents r ' V Z to • to provide a stable area For seeding. hretung should be anchored per ^-( O Erosion Control Plans Erosion Control Plans Erosion Control Plans manufacturer's recommendations C7 • BY: AURTON ENGINEERING Ftlte-rFabric inlet Barrier Block&Gravel Inlet Barrier Gravel dr Wire Mesh Inlet Barrier ▪ Watering-Seeding and landscaping should tie supplied ,with Cr �-` • AND SURVEY co. - T - — -- -- _ adequate moisture. Supply water as needed,especially in abnormally V " t hot or dry weather or on adverse sites Water application rates should - ► • be controlled to provide adequate moisture without causing runoff. - Q • • Plastic Sheeting-Clear plastic sheeting shall be installed I O , immediately on areas seeded between November 1 to March 31, and - C"� F remain until vegetation is firmly established, •) .-- I• Plastic sheeting shall be polyethylene and have a minimum thickness of 6 mil. 0 A ,, : ` 2. Covering shall be installed and maintained tightly In place by using --j tp i sandbags or tires on ropes with a maximum 10 foot grid spacing in all directions. All seams shalt be taped or weighted down full length and - Q there shalt be at least a 12-inch overlap of all seams. For seams parallel121: c) to to the slope contour, the uphill sheet shall overlapthe downhill sheet. �- NININUM COSSIRAL CONDITIONSP 3• Drainage from areas covered by plastic sheeting shall be controlled F ta_t Traffic control •hall be provided for by the contractor in such that no discharge occurs directly onto uncontrolled,disturbed accordance with the local governmental agency standard • •peclficatlona. _ The roadwayshall not be closed to traffic, at anytime, areas of the construction Site. 0 to prevent erosion shall be re seeded as soon as such areas are i without having first obtained written approval from the local � +rig Areas avhidh fail to estabris}s vegetauve cover adequate identified. governmental agency Engineer or appropriate authority. ,. 3 '. - Access to existing properties shall be maintained at all ., •` - times, Including normal delivery service and mall service and if not, shall be cause for work stoppage until effective •- ;� accese is established. . The permit holder or his contractor shall notify the local authority inspector twenty four 124) hours prior to '`>.--h^3" ; , commencing work, twenty four (24) hours prior to any staged .; Inspection and after completing work covered by the prrmit. - Maintenance of the work area and approach roads is the s responsibility of the permit holder. The work area and approach roads shall be maintained in a clean condition, free - w, x, " from obstructions and hazards. A copy of the permit holders • Certificate of Insurance shall be available at the work area. as +'" ..S.i. .... -,. •' Effective erosion control is required. Erosion control devices must be Installed and maintained meeting the D.E,q. - • : .,, requirements. The local authority may at any time order �`- f:+, corrective action and stoppage of work to accomplish . ( effective erosion control. Excavator(s) suet comply with O.R.S. 757.541 through 757.571; excavators) shall notify all utility companies for line Atle • locations 72 hours (min.) prior to start of work. Damage to — , utilities shall be corrected at the permit holders expense. °rf . -. e 115373 PROJECT NUMBER ': . • 412 93-22 : a �rCilfAS h, $v� S IttT .;''..•. P ,,, - i2f3// g3 r • C�F__ 2 , ., • • .x -Frsr, s-. _ +i- . . s•f� . A .. ir+fiSKXc tr7> a- -. • .,fir; '. ,F r rT, �!IR` .. ` , r" 'sk' F �� — � d � M S3 < 4. �+- • 1