Loading...
6930 SW DARTMOUTH STREET r P PR, F Ld W L J .. � w loop (n N r _ Mo- N x 0Z s A W f D Z -J l�J EXpirQ6: WI• I� / 4111117 z "J 0 I 0 m ti (COUNTY WOAD NO. 1544) W m �� 13 (COUNTY ROAD NO. 1544) 31 99.93' _ ' _ $ Q (n to� 12 IN 10 • _ .OMI - M+� --..� _ - - __ . _ - ---4►L --fl�iel _ -1••• w -al w %JOLT - -- -- "�'_�'°Miw_- - - z _ " - -- - ;eo.s1�252 81' -`' - `'_ -`_-_ - - oo1r Ir - _ -��u►r ��, _ _ -ani-- �,T - ,_ _ _. so9.zt'(alaao�!p) 1 s ao'1r w - 1019.40' 1Dso.00 v t► 0000rlr 1v'. - -� ` -------- -27p----- --- --•_ _ sao�oo`1e� w _ -- r - -- - -- b�•6oT1 s=,� --_- .-- :: yam -- _ _ -_- - __ •448.26 8 I LD9.oD'' - -S 0D W'1$� liY - O 14e.t.Y(1sa._arkv_ O1 r�, ,, ; I*•r �+ 1 /Ir,. -, -.. 1 r _ ,♦ I .T'�T-, I '/• , , , ` •i• ,-1. • 1 N 00'90.18" �' ,Y \ r/ rt' r 7,r:/ I� 4 ,1 „I , I< ••'i i' •,r Y'I / ;r ,r ! , i r' .r% rr% '�• rr r .f '•r d / G 1 w• \"En 10 1 NG \ ' ' A ttv � N � 44 l , .. , y - � _ _ _ � �? ,• ; 1111 S E! Salman ... ,', ---- -- -- - - -- -• - -� _ „ , 't J Portland ON 87215 1, \ - Im 1 •\ ; _ W , M 1 I !� ' ; I W , m '�] - ` O{ r Tell 501ZZI1121 I' -- i 1, ,` h $ r 1 \-- , - - _ - '\ t Rp �'D •p - ; >t FaL W3 P21.207ir 1 i ' � ,- 1•' ' t 1 -� �7p�, N 1 1 1 i !7 v1 !/1 J / � � . �1 ('� t3 Im 4D in Im W ' 1 \ 1 -_ '- t ' - - 7 \4pJ \ \ 0D c0 VI� 111 11' �♦ , '\ , 1. \ -. ``• ,`,. 1 ', ` • '/ / '• i� IWO 450.24' '• \\ ` �.- `-• , W 11011'03'`1:. _ ' -'--� 't 449.14' 1 ; t N;00111' 3 1 _ _ --- - ppe Q _ ts�.oT(tscioo'xP� ••� 111 ', _ 1 277.70'- - ` N X0 n1'03" [\- �. ', , w '` \ / �', ,'r• ' ' , S ` - , $• • (LSiiCZ-•fM 1N2NIL'100 0211/0VA) Q I AN 'I ff r 1 !11• , ♦ • i , UNE 1 1 1 r - PO N (/'iR. ION •� ,1 � yt ' 1 11 1 , 2 1 SITE F VA LU A TI O N PLAN CONSL,LTAN TS 1~=60' W STORM SEWER NOTES SANITARY SEWER NOTES TOPOGRAPHIC LEGEND TOPOGRAPHIC NOTES I 1 ❑1 STORM CATCI BASIN: ® STORM CATCH BASIN: C1 SANITARY MANHOLE: � - SPRINKLER IRRIGATION VALVE / DEAD END - SIGN I 1 RIM ELEV. - 272.52' RIM ELEV. - 211.99' FIM ELEV. 236.39' I LE IN N • 269.25' 10- CONC) I.E. IN N - 210 ,39' 4- PVC) I.E. - r p1 - - I ct I.E. OUT S O '267.50 (12" OMC) I.E. OUT N - 209.24` (10' PVC) I.E. IN N OUT W 249.46' 11(* P PVC) cc T'E1 L?"ONE PEDE.>TAL D NO PARKING: SIGN �' Uj Uj 1 - 1 2❑ CAT04 BASIN 21 STORM CATCH BASIN: -GAS-- - GAS LINE O CONCRETE BLOCK WALL (1' THICK) ' RIM EL. - 231.7: RIM ELEV. - 214.35' Q SANITARY MANHOLE: STORM WAM40LE I.E. IN E - 209.60' 4- PVC RIM ELEV. - 273.91' t ) -• ryA WATER l INE f�4 GATE POST ,' • I ❑ RIM EL - x.44. I.E. OUT E - 209.65 10" PVC I.E. IN S - 264.97' 510- PVC) Lw / - ) 1.6. OUT W - 209.60' (10' PVC; LE. OUT N - 264.81 (10- PVC) -TEL - UNDER GROUND IELEFHONE LINES O ROOF OVERHANG I.E. OUT WEST - ZSS.54 \16 CONC.) O I.E. W EAST - 241.10' (16- CONL..) STORM CATCH BASiI�k Q SANITARY MANHOLE: • - SAN - SANII•ARY SEWER UNE 7 TEST PIT (SURFACE ELEVATION NOTED) RMA ELEV. - 216.18' RIM ELEV. - 211.52 0 Q ' ❑ I.E. W EAST - 219.53' (1E' COW.) I.E. W N - 199.83' 10" PVC 1 < r LE INE - 211.60' (10- PVC - U„� i 5 naD/'mm GRATE wau (IN C I.E. IN N - 21ZDW P - PVC I.E. IN E - MISS 10- PVC � PVA- UNDERGROUND ELECIRK; LINES @8 POWER RISER ON CONCRETE PAD i ;, p+ , I.E. IN N - 213.72' PVC I.E. IN S - 199.95 10" PvL')))) I I 1 oil 1 e! LE. OUT WEST - 231.38' (12" CONC.) I.E. OUT W - 211.33 00- ) I.E. OUT W - 199.80 (10' PVC) --- OHW- - OVERHEAD PL-O' LINES 9 UNDERGROUND UTILITY VAULT - � � STORM CATCH BASb�. ( SANITARY MANHOLE - 10 POWER CVSSR I ~ ' �' ! ❑7 LE. IN EAST - 231.54' (1Z' CONC.) C �� �- STORM C- IER LIVE RMI F.IEV. - 223.22' RIM El_ -- 231.94 1 �+ ' I.E. OUT WEST - 223.58' r PVC) X - CHAIN LINK F1a1Cl: .� ❑ I.E. O N - 219.00' (10 PVC) i 11 POWER POLE (NOT IN USE) r � 8 FlElaa MAI.FT GRATE I.E. OUT W - 218.62' 10' PVC I.E. IN EAST - 223.70 (6 PVC) ❑p I.E. OUT WEST -- 265.10' (18' CONC.) I.E. OUT S - 218.57' (10' PVC; I.E. IN NORTH - 223.74' (4" PVC) S SANITARY MANHOLE 91 - CATCH BASIN 12 UNDERGROUND STORM IHLF' - 1❑ I.E. W NORTH - IU 253 31' (20' PVC) STORM CATCH BASIN: ' 0 RIM ELEV. - 227.70' 13 MANHOLE (GTE) 2 I I RIM ELEV. 223. 8 aftft • I.E. IN E - 217.20' 10- PVC) - SANITARY MANHU•E CO I.E. IN NORTH - 254.70 (10 CONC.) I.E. INN - 22203• .( PVC) I.E. GUT W - 216.91 (10" PVC) 0 (UNLESS NOTED OTHERWISE) 14 STREET BARRICADE �+►1 I.E. OUT N - Z20.09 (IO PVC) 0 � a� 12 I.E. OU'r sl)11TH - 254.17' (10" CONC_) 4 SANITARY MANHr7lE: ct � STORM CATCH BASaNk � 0 RIM ELEV. - 250.03' ® - STORM MANHOLE 18 TELEPHONE RISER �� I 1 1 I 13 CURB INLET RIM ELEV. - 252.14 I.E. INE - 234.25' 10' PVC) wV • RIM EL - 255..41' I.E. IN N - 250.71' 4- PVC E I.E. IN NORTH - 251.44' (16" CCINC-) I.E. IN E 250.56' �4" PVC; OUT W - 233.81 (•lo PVC) - WATER VALVE I.E. OUT EAST TO CATCH BASIN I.E. OUT S - 249.24 (10' PVC) (DSANITARY MANHOLE: / 14 CATCH BASIN (WITH COVER) ® O RIM ELEV. - 275.22' ® - WATER METER �� ❑ - STORM CATCH BASIN: RIM EL. - 255.41 RIM ELEV. - 270.24' I.E. IN N - 260.83' 10' PVC 0V I.E. OUT SOUTH 25112' (16' GONG.) E IN S - 260.88' 10' Pvc; - GAS VALVE PROJECT NAME I.E.I.E IN - 266.06' ((4' PVC) I.E. OUT W - 260.6 (10- PVC) � I 1 S !�'TOR11 MANHOLE. I.E. OUT S - 265.72' (10 PVC) L� ❑ RIM ELEV. - 257.29' l� STORM CATCH BASIN: © SF GARY MANHOLE ® - GAS METER I.E. IN WE - =44.11' (30- CAIP) RIM ELEV.-- 276.83' RIM EL - 258.39' ❑ - . GAS RISER I.E. OUT SIN 247.799 (30 GIP) I.E. IN N 275.7 ' 4" PVC LE OUT SOUTH 249.29 (�8 PVC) l 16 STORY M:��eIOIE: (CATCH BASH GRATE) I �� IN N - 275.84 4 PVC I.E. IN NORTH - 249.47 (6" PVC) --- RIM ELEII. w 25265' I.E. OUT W - 274.6 110' PVC) � - STREET LIGHT C � � € LE. IN WE - 0 SANITARY MANHOLE __ .. .. O{ € 1 BARD :49.19' (12' PVC) STORM CATCH BASIN» RIM EL - 251.60' L I.E. W WE - 244.34 PT CMP) � OR ECAC 274.60' � I � ' �,pproven ..�........... .. .. .. .... ......... RIM - .E. OUT SOUTH - 243.25 e- PVC) roved.•....... . 1' I I.E. INE 246.41 (1� PVC) I.E. IN w - 273.4V (4 PVC) LE. Mr NORTH - 243.42 (si PVC) - DECIDUOUS TREE Conditiarlally NP I.E. OUT SW - 244.33 (3(' CMP) I.E. OUT W - 271.64 (1Y PVC) d©sc Ued in: I DATE 03-26-99 For only the �._ 17 STM MANIWLf: (CATCH BASIN GRATE) - �k.RMI'1 IJO•.. - ,O..... 1 I' MM ELEV. - 375 W ® I.E. OUT MT - 266.87' (12 CONC) r to: Folic 6. .•..........'•........ . >i I CHECK: X I.E. W WE - 267.53' (12' PMC - CONIFEROUS TREE SOe It;t':e LE. IN E - 267.54' (15• CONC 3� LE OUT WEST - 271.17 (10- PVC.) Y'.h'. '. �- DRAWN BY. CD I.E. W WE - 270.46' t,c16f 9 ? '`J-- '�'1" I I.E. OUT SW - 267,.: (7r Com) 31 I.E. OUT SOUTH - 273.63' (10" PVC.) ,� - SICK J ��A•r-It -jt�a:e: ,I?_) I L- = PROI(EC T. 98148 18 STORM MA1109 : (CATCH BAS91 GRATE) ® LE. IN N - 265.12' (10" CONC.) _ RIM ELEV. - 270.53' �• - UTLITY POLE I.E. W N - 265.45' (1r PVC) 3� LE IN NORTHEAST - 264.07' (10' PVC.) ..+� - GUY ANCHOR I.E W NE - 265.06' (16' Pvt) I.E. W SE O 265.'8'•(12• PVC) ® LL IN EAST - 264.51• (20" PVC.) o - MAIL BOX .;- OUT W - 264.85 (11� MVC) LE, OUT SOUTHWEST - 263 97' (18' CONC) 19 STORM CA1T31 iAS11� - BENCH MARK (S;'U" IRON ROD WITH RED CAP INSCRIBED "G k L TRAV*) la RMI ELEV. - 21319• 3 I.E IN NORTtiEJ15T - 26241• (18- CONIC.) I.E. IN Ili - 107..17 10' PVC -+- - TEST PIT Dartmouth rtm uth Soo 6930 I.E IME - 207.4s� 1Q'P� ; 3� OM E�1 -BAS LE CUT W 4.0IN IN -X7.64 (10'�) - � VLMK Consulting En ineers 1 or z s ® LE. OUT NORTHEAST 243.04 (30 GAP.) LE W Si0U1HWA6fT - 444.86' (30' GAP.) (5 xt Kr1y Ale re(5 ll. tr 7201-SJi3 � ® LRS ARCH IECM EMG X ® (Sml� l22-4153 / Fee( 218-i�3 99145-1adNq 3/26/99 11:33.38 AM } '- NOTICE. IFTHEPRIIVTORTYPE ONANY Ili Ilr ill ill 1111111 iii ill 11Ill Jill II I III Ili III IIc1l lJill11 , 1 I III III111 Ill III I !I III I 1111 '111 III � III III 11111 ! 1 I III III Illllllllll � lll 11111 ! 1 III ! II 81111 ' 1 ) �� DDy� 2I � I I � 6 I � �I I I I ( I 1 11 l� J IMAGE IS NOT AS C. EAR AST HIS NOTICE, - 11 ----- - --1 -- l - l --- �.�1� gl �L.-----_..- -�1--- ITIS DUE TO THE QUALITY OF 1 HE "°3e ORIGINAL DOCUMENT 81Z RZl L7, 9�Z Z 61ti ElZ I �Z iZ OZ 8I Rfr Lri 9i 4t iyt Et yt it I T �8 �` L 9 V 1f S '111.11 ! T �1u11 1 �I !I� IIII IIIIII�IIIII IIIIIIIII�Illlllll�llllllllll�l�ll IIII IIII IIII1IIII II!!,IIIlillll�llll IIII IIII IIII1IIII.IIII IIII IIII IIII IIII�IIII III'��!'!�lllllllll Illl�llllllllllll!II;III llll�lltllllllill1llllllllllllllllllllllll II��IIIIIINIII � I IIII,IIIIIIiII III II iltilll II n gra` 1 ( z w IU74PI Z J Ir AOR ONLAjy (COUNTY POACH NO. 1544) > \ / S.W. 69TH AVENUE II NO. !D44) z� ��`y ' • W \ 1I Z. 6,' S --�+ � eb �����'� - �.Ef�a� `tip/� , --- ---------- - ��; 'r '.a PIT Olt or r •%r,, p M I • 'r rr I \ S n V O r O h I Il� III O O h 'r'I N yt N N oW11111115 VAWLu , a" �MAIIE R1MONCEME WT rI1DNOE Flu wID1M OF 4 1L� A= l .'°9 � ra Am \__.� �✓��. 4 --�. 4All- !01 0 / 04 V1 W --- - --•'-•�_- -- - - ' ' �� � ASEI)IYENT FEN �6 � " CD - 2b_ _ - - : - - e SEE DETAIL 3 • 'R �,� = f `� I (� 1 CONSTRUCTION ENTRANCE a - - - S: 0-EA11R N.T.S. SEE OETALartENKTAL \- ~� S.W. \fi '1 I� ► E o ,•r �... �. i /� I 4 ------ � __ y Salm0A RUNOFF MIATER SIEDLUT I ~ i•o _\ \ \ \ ` \ w Suite IOOUl .., GRAVEL (1 Z'• Lek. DEPTH) I I III" wk. Tel0 =11, 1 . r r SITE EROSION OONTROL PLAN ' -; b0.Y221207"l ` N EROSION CONTROL PLAN - STANDARD NOTES I ,. � t o RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS Z SEOIIIaT �'W r (FROM TECHNICAL GUIDANCE HANDBOOK. REVISED FEB. 1994) 1. AT NO TIME SHALL MORE THAN ONE I OF SEDIMENT BE ALLOWED TO W + ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND Uj A. ALL WORK UNDER THIS PERMIT WILL REQUIRE SITE EROSION CONTROL IN CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. W FILTERED 1 COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. 31TF EROSION THE CLEANING OPERATION SHALL NOT FLUSO SEDIMENT-LADEN J] ++ WATER CONTROL PLAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO WATER INTO THE DOWNSTREAM SYSTEM. 1 4 CONSTRUCTION. J. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTAII AT THE B. APPROVAL OF T1•iIS EROSION/SEDIMENTATION CONTROL (ESC) PIAN DOES BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE THE PROJECT. ADDITIONAL MEASURES WAY 'JE REOWRED TO INSURE DE'r:GN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATIGN OF THE r2"*"\ INLET BARRIER CHANNELS, RETENTION FACILITIES, UTILITIES. ETC.) PROJECT. . S. o5-INET N.T.S. C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, STANDARD NOTES FOR SEDIMENT FENCES: MAINTENANCE. REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBIII OF THE APPLICANT/CONTRACTOR 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS RO-L CUT UN71L ALL CONSTRUCTION IS COMPLETED AND APPROVED AND TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WIEN VEGETATION/LANDSCAPING IS ESTABLISHED. JOINTS 4111 NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER 1 1 ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AVD 0. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2' X 2' BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING POSTS AND ATTACH AS SHOWN ON DETAIL THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE I FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A I DURATION OF CONSTRUCTION. MAXIMUM OF 6 FEET APART AND DRI%f-N SECURELY INTO THE GROUND A I MINIMUM OF 18 INCHES. 1 E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 1 CONJUNCTION WATH ALL CLEARING AND GRADING ACTIVITIES, AND iN 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 SUS I A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE ANGLE BOTH ENDS OF FUER FALIIRIG I WATER DO NOT ENTER THE DRAWNAGE SYSTEM. ROADWAYS, OR VIOLATE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE FENCE 70 Ann a& Is 1AA1� I I APPLICABLE WATER STANDARDS. ENTIRE DISTURBED AREA. I CONSUL TAN TS F. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE MANUFACTURED STITCHED LOOPS FOR 2' X 2' POST INSTALLATION. CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT SLOPED AREA. AND SEDIMENT-LADEN WATER 00 NOT LEAVE THE SITE S. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED �.. ,� aK r POST! G. THE ESC FACIU71ES SHALL BE INSPECTED DAILY BY THE THEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN TOP VIEW APPUCANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE PERMANENTLY PROTECTED AND STABILIZED. THEIR CONTINUED FUNCTIONING. �. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT FLW PAM MATEIRIAL- MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS r 3r M'. 9 MOLLS FOLLOWING A STORM EVENT. SHALL BE MADE IMMEDIATELY. Uj t � w y 1� Uj cc 1�--------------------------- -��'------ Q --a . ) BIOFI TER BAGS :• � � a' wAwMUa SPACMIG �r Z - `\E, loo R CN T VIEWUj—FILTER FABRIC eY nR OR FM POSTS 1'— OC STAMOARO OR K1 tEit OR EQUAI ALTMA MEMGE 'STEEL. --- 017W1CH ---- co FPw i PPE AS OMjR'S BOTfOif- jr-0 POCK SEE PLAN O I111CIIE>a 4L1Mi TOM ., E SWITCHED LOOPS PRO100t1Y LNIE MA7111W0 PA:t 111111111IUMM all URAL 40 01IEJt r iI r P06TsUK , vAwEs j W1TE1rAL- cm MM *MSQUMW S1.IOPE PROTECTION Wei OF IAETOHT As 1 3 FLIER MA I NL4L — --TI=1Tr=1 11= " PRQ�,IEC T NAME 04 r w r mm ao�P ALL AaAEAs I--_1 PL= /AwC 'TgEIICM a (? -— '-"--r• STRUCTURAL. l EwsTll� 1 4ir�,!' FAIL 6• '-6• >< 2'-6. 6. daffg I SIDE VIEW M ---- •- � mu FIRIPPEJ� 1. rSHALL�TR>ATTA a� 1~1141 .0 :�' it. r ROCK UMBiO 3'_6• IN 20 DAYS. I I DATE 03-26-99 I CHECK. ,1K tq%3o*w" SEDIMENT FENCE 4--TYPICAL DITCH SECTION DITCH INLET TT-2 1 2 _ V-3" , DRAWN er.• CD ` • S: O-SEDF N.T.S. 1 TT-1 1 1 -0 v • i PROJECT.• 98145 ` VL.MK Consulting Engineers 3133 SM. Krl-AvLAwI Cr 7211'-4313 u .3 (5Q1) 222-4453/Fs (5q 20-03 Dartmouth Str 6930 BUP 1 999-00187 'l t 2 of 2 ® LRS ARCIII IVIG 99 80143G3a dwq 3/26/" 11.23.30 ACO i,!is}Slk�i&.Es71'.c •wp. '' „n„+t.tt .$AM'q•. ...,.......... ..,..,........ , t. IIL T-�-I II-I L'I-I.-I 1I 1I 1 I I-I I III I I-II I I � IIIII_I.I_I III13I I 1.I I_I_I_III I_I_II 1I4II�III I_IIIIIII_L I IL 11111 Jill III III III IIII III III I !NOTICE- IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, ))� v� IS DUE TO THE (QUALITY OF THF N,39 �,r• IIII III� II8 ----�--►------- III T 6 t T I ZII IIlllllll��illtllllIlll��lllTllll�lllll11ll-ll (IIIlI II it I 111lL111l I 111I1l�1l 9ll-ll-�Illll lllLLlll� ET1l11 11 IT6 K 8 IIIJill III1i11,1,1111 ! IIII�II9l1IEIORIGINAL DOCUA4ENT £! II8II Z 1-- � 3 � 9Illvll��ih�wl l,