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12755 SW 67TH AVENUE FILE NO. 524-92 wm 67th AVENUE - 12755 STR. OPN PERMIT 1 L ,ENGINEERING PERMIT PERMIT #. . . . . . . : ENG92-0081 DATE ISSUED: 11/12/92 By: PRIM. PERMIT #. : SDR92-0010 PARCEL: 2S101AD-01101 SITE ADDRESS. . . : 12755 SW 67TH AVE ZONING: C-P SUBDIVISION. . . . : WEST PORTLAND HEIGHTS :33 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . ________ __ -------------- ------------------- VALUE PERMIT TYPE. . : SOF _ PUBLIC IMPRV QUANT. (LIN FT) GRAD/EROS _***_ $ AGREEMENT DATE: / / $ ASS1;RANCE EXPIRATION--- STREET __ SAN SEW $ PERFORMANCE: / / -- $ MAINTENANCE: / / STM SEW PATHWAYS _ $ ALL OTHER TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Remarks: STREET OPENING, TO INSTALL A SANITARY SEWER SERVICE & TAP THE MAINLINE AND TO INSTALL A STORM SEWER SERVICE & RAISE AN EXISTING STORM INLET TO GRADE (INSTALLING A SOLID LID THEREON) . -------- FEES -------------- Permittee: date recpt STEVEN JOHNSON type amount by 37121 S.E. GIBSON RD . OPEN $ 12?_ .00 JSH 11/12/92 92-233638 WASHOUGAL WA 98671 Phone #: (206) 835-8646 Engineer: $ 12.00 TOTAL Phone #: - REQUIRED INSPECTIONS - ------ Permittee/Agent Signature: ---STORM SEWER--• -----STREET-•---- M.H. & C.B. CRB LINE & GRADE -- - PIPE LN & GRD SUBGRADE BCKFLL & CMFCT BASE ROCK AIR & TV TEST LEVEL COURSE WEARING COURSE City of Tigard, Oregon - 13125 Hall Blvd. --SAN . SEWER--- TRAFF & PED CONT 131 BS.S.W.. Hal M.H. & C.O. MONOMENTATION P .OTigard, Oregon 9'I?.23 PIPE LN & GRD STREETLIGHTING Phone #: 639-411 BCKFLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: __REPR' S/AUJ,S-- CONTOURS Letha Thomas #639-4171 (office) DRAINAGE #780-2647 (mo0i.le) ----PATHWAYS----- ERCgION CNTL. APPLICATION - STREET IMPROV'--MErMEXCAVATION ` COPY TO: D (WHITE)-FILE OR DI N Af%, E NO 74-14 ® (YELLOW)-INSP. (INSTRUCTIONS ONSEPARATE SHEET) ® (PINK),OTHER AGENCY bldg. Q[J (BLUE)-APPLICANT APPROVED X APPLICATION NO.: s69 NOT APPROVED ] CITY OF TIGARD, OREGON F5 E AMT . S_. 12.00 _ PENDING FEE. PMT. [� CI IlI HALL. RECEIPT 4: .__`L?-Z3363 91' PCNDING SECURIYY ❑ PUBLIC WORKS DEPARTMENT BY DATE— PENDING AGENCY ''OK'' ❑ ppli(ation and Progress Record — — MAINTENANCE BOND PENDING INFORMATION D FOR STREET !MPROVEMENT/EXCAVATION AS REgUIREo ANNUAL PENDING VARIANCE I ^_ EXPIRATI))N TE: / �,. PERMIT NO. - -_ -RZ• -- - DATE: ISSUED. 'L��- BY: (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Storm Sew r 'Tap/R.alise existing- storm inlet& Sanitary Sesser Tap_ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT - Steven B. Johnson 37.121 SE Gibson Rd. Washougal, WA 9867.1 #205-835-8646 NAME -. -_ _--.._ _- ADORlSS—�_.— -.__.___. _ CITY _.... PHONE CONTRACTOR - Same _.. NAME _ -._ ---. � -' ADDRESS PLANS BY see attached - NPMF ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTA' �%LUATION ( COST): $ DOLLARS (2) EXCA\ ATION DATA.: FOR OFFICE USE CMIN. _ 0.04 x s—M0.001 STREET DESCRIPTION PROGRESS & INSPECTIONSTA NAME SURFACE CUT CUT CUT MATERIAL IFISTALLED `ITEM DATE REMARKS/TYPE BY - TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET 67th Aven�.a (vacated R/W) - INSRr- _._ 4 _ R T'ON --- _ U _ ESTIMATED 3TRr-ET OPENING DATE. / / E ESTIMA4'EU STREET CLOSING DATE: I / T E STREET ( 3) SECURITY NO. SECURITY AMT.-: $ 3W•00 C_ _ CLOSED SURE 'Y CO.: FINAL ZZCAfo soE ^4ECK _ (4) PLOT PLAN: INDICATE SITE PER-1-INENT PHYSICAL SPECIAL PROVISIONS / CON'.3ITIONS FEATURES: EXCAVATION LOCATION AND EXTENT. 1. Notify Inspector Letha Thomas SITE: W work area (@ re�3r of site) --�-4 r�s• Before starting ( I -- W i0fI I work_ I ! 12755 S.W. 68th Parkwa� ' �'i 1 I 2-All work shall conform to City _ t I standards & specifications. ORS 757.541 - 571 t>lity Co. Pre- S.W. control must be provided S.W. 68th Parkway _ for by contractor. SDR 92-0010 applies. ! saa I ( (5) NOTE THE CITY OF TIGARD DOCS NOT, HEREBY, GRANT PIERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON CCUNYY OR THE STATE OF OREGON. THE A'PLICANT AGREES TO DEPOSIT THE REQUIRED SIECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUOTION saLcirICATIONS PERTINENT TO "ONOUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHI.^.H MAY RESULT FROM APPLICANTF ACTIONS APPLICANTS SIGNATURE +�+ �� 1An `�^ DATE � n r �y ►•' � W t r uo cn J �9 tn s L2.1• � / � -_fes' I m .00, k U - I c. ci ,Y JV U F- w Q a 0 W U I I W I REMOVE 7 TREES j 257' IT I � I T__ _ Q k57.35 I I r 3/4 I WATER METER I �� SCWLR LONN.I I I \� IF 246.11 I I I � j wcp��c F1 n I I ousT. i b � ( ( II J DITCH I ` I IF 249.67I �� INLET TIE:INLl +EL 256.75' .r I I Ii t r ( FL 2ti7• I I • II a ! II I I 11 I I I i / fV I I I I I I I II I 11 � I i l j N.I 1 +EL 256.18' i I I ► 11 cwLLJ t f--- h 1 I I � LSI ( �.) FOR CURB PLACEMEN f SEE ORG. NO. 400 6~ 2'- 3 3A ExiSTING PAPE A u �,NIAAIJFAPTiJItE�� ���` •:� EXISTING GRATE INSTALL LOCATION y8rs Ar OOWELLS AT 6"O.C. B B kEMCIvE CORNER r -TM IB SUMP Low Q EXI''TING fRAME Cbl! ONAMBOW DETAILS EXISTING DWG. 040. 430*m"MD ---- PLAN VIEW �EU IQN A A DITCH INIZI RMED,..Q MAKE OVER I-2E CATCH RA5IN DITCH BOTTOM 1 1 1 1 1 1 _ I 1 GONCRE"(t TO Bf 3()OO P S.1. t R DAYS I 6 SACK Mix � l I 1 EXISIMG ELEVATION E - 8 EXISTING ELEVATION A- A RAISED Uf AREA DRAIN DRA W tN`l NO. 410 U.►fffwd t�w+.o Aponc y 2'-4 } --Ze-3 314- A 1 A �- - wt-t_b A LL AoD fc 4 srsv,�✓c�sS sr�t Nur 2 Ile X 112` f\ 30. EDGE FLAT BAR � a 3X2V2" X 1.4% T'f R � n ' PLAN w �Z TY t 11,/- 1/2"X 30 DOLT I SECTION A'-A ------- FRAME AREA i _------- .-_� unif led DRAIN, TYTYPE 11 - �� sewerag4 agency OFIAWINt3 NO. 430 --- ------ -- --------- -.. S-03'. GPO OF V2-.2�- 90 EDGE FLAT STEEL BAR FRAME OF VZ" 'ki-ARE EDGE 2q ROW TO FD STEEL aA W C94CLE v LESS IN OtFTER DLAWTER THAN WE BELL OWW-3JON DEPTH CV FRAW TO BE So,%AC AS Pkt - En I OONC. APRON= OLD, WE BELL4 ALL JOKTS V GRATE TO BE WELDED L/4" laY o Cr in < *KMOE lq, st W ECP T WHEN USMI SIMON W THEN USE 9' SLWP BELOW TLET END OF S"40N V2STANDARD CONC.POPE L-L `BOUT PIPE AT BASE T (X)NC aASE ?a 1-D.PFFEK_j os-MN) NOTES-- 0 A MWYACTURM SoLtWE/KCTANCAA-AR (RATE AND FRAME MAY OF USED FOR LARGER DtAME TER M GRATES SHALL BE CONSTRMTED MCtV-E SAFETY 3) PFCCAST Cr.W. CATCH BASINS MAY BE USED W14FN sf'EClFul) OR .UTTIIMI) RFA- DRAINAGE BWA,(,;I N OR FIELD INLET Uf Dwg.-N;0 230 Unified Sewerage Agency' &j I 1 _BUDDING SEWER PIPE, SIZE AS SPECIFIED _ i - PLANT FABRICATED TEE FITTING ON SEWERS I8' AND SMALLER. BACKFILL 2X4 FIELD TAP ON EXISTING SEWERS -AGAINST PLUG TO AND NEW SEWERS LARGER THAN I PREVENT PLUG BLOWOFF a SECURE THAN 18" 1 2X4 IN PLACE WITH — I TRENCH 8A',;KFIU_- SEWER MAIN , .OR LATER`L PLAN I EXTEND AT LEAST GROUND f 12"ABOVE SURFACE _ SURFACE / MINIMUM SLOPE FOR 6" PIPE= 0.010, FOR 4"PIPE = 0.020. ---- CONNECTION MAPKER : MAGNETIC TAPE--� GREtN w/BLACK LEITERS (WASTEWATER) GREEN./BLACK LETTERS (ST1ORM DRAMd) 3/4'-D PIPE ZONE MATERIAL As SPECIFIED . . ._ SUPPORT TEE WITH BEDDING GRAVEL, VMIMUM 2*07" WIDE S ! DE BUILDING SEWER ufq Agency of W.shW)glan Coun!y 1)wg No 300 --,-- � I PVC SADDLE (TEE ) I I I STRAP RETAINER RIDGES\ I I —RUBBER GASKET SEWER PIPE STA'` =SS STEEL STRAP i ■ PVC SADDLE SHALL BE ASIM 3034 SDR 35 • PVC COMP0PNDS SHALL BE ASTM DIT84 WITH CELL CLASS OF 12454-B/C OR 12364-C e ALL ELASTO.AERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 l # STAIM_.ES5 STEEL BANDS SHALL BE 300 SERIES, FULL 9/16" WIDTH BAND, 5/16 ' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED, CARBON STEEL . INSERTION HOLE SHALL BE CORE DRILLED. PVC GASKETED unffW agency N0. 350 S A D D L E QOsewe"" OMNIi�/ I . COMPLETE RUBBER SLEEVE (ASTM C-44_1.) / INCLUDES A MOLDED SEGMENT THAT HOLDS I IT IN PLACE. 2. STAINLESS STEEL BAND (9/16" SERIES 300) SE'�URES UPPER HALF OF RUBBER SLEEVE 7C ;HE PVC HUB. i 6. PVC HUB (ASTM 3034 SDR 35) DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. Y. 3 - /I -2 ..---CONCRETE PIPE NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. unified I NSERTA - TEE � DRAWING NO. 360 --_.- CLASS D CLASS C SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL AS S?ECIFIED OVER TRENCH TO A1_LJW FOR SETTLEMENT 71 UNDISTURBED - UNDISTURBED EAR1H • EARTH COMPACTEn ItAw_0 M)Sf*D NATIVE PWK MATERIAL r .t�•:� .� . !! •per',• •„ d• 3/4" -O CRUSHED ROCK PIPE O.D. 1 °• •• �: PIPE 0 D PWS 6+ v I PLUS 5 3/4.'-0Vt PIPE :;• S�J ,»;• �; •..�Gff �•,.r. BE 001 NG _ �• 4MIN. FOR PIPE SMAI-1 f_R THAN 19• F" MIN F04 PIPE ;2 AND I ARGFR TRENCH BACKFILL DETAILS nwq No 240 Unified Sewpts"Agency CITY OF TIGARD LTEKDrjtW RBWE5"' mpriate receipts must'. be attached. D tation '*fur foam is a multi-use form. S�e`documentar._ion to form. i oi-tant for all purPOsc-. DATE: 3---- VErIDOR No. . - - — RTQUE9rED BY: PAYABLE 10., _ •� '^ ,�o�t�i�9n_--t---- Approved request e Wecbx! qday 1.0:00 AM too A/P for che6l by Friday. It,asCM-ANBOUS U(PEM ]RES: int No. Amount Date Description, Invoicx Ila., etc. _ -- TOEAL a 30C. Mileage $0.255 APPROPRIATION BALANCE: Ab OF: SIGNATURE: ____---_--- (UP tc $25.00) Section Manager Purch. Agent _ ($35.01-2,500.OU) Division Manacler -___--_____— —— ($2,500.01-7,500.00) Dept. Head ----- -- ($7,5oo.01-15,000.00) City Administrator. ($15,000.01- ?) Local Contract Review Board _ - - �1501F ------------- ...-�-...�...----.......-T-+-�.+.-w�.•.n•4-TT'r\+1�.^I'�'�.._�_'�'_T-IT�-'-f ^++�"'�...v.A7r'--..r-+.--,r---• TION - STREET 1MPRO\ LENT/EXCAVATION 'W OTO: (WHITE)-FILE ORDINANCE NO, 74-14 M (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) X (PINK)-OTHER AGENCY bldg. (BLUE)•�A.•PPLICAN7 APPROVED ® APPLICATION NO.: .3 4 NOT APPROVED ❑ CI I Y O I IGARU, OREGON FEE AMT.. L 12.00 92-Z3363$' PENDING FEE. PMT. ❑ CITY� HALLiZE',CIS'T is �— PENDING SECURITY D P116LIC WORKS DEPARTMENT BY DATE_- j1 / / _ PENDING AGENCY "OK" ❑ Application and Progress Record — — — — — — — — — — — — — MAINTENANCE BOND FOR STREET IMPROVEMENT/EXCAVATION AS RE GUI RED PENDING iNFOR MATION U ANNUAL PENDING VARIANCE ❑ EXPIRATI NEIATE:,�__—� PERMIT N:. •:�'/'T."�� DATE ISSUED: _.'I__.L-L. L7___ , BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Storm _Sewdr Tap/Ra se existirl� storm I,IiuL;& Sani Laf y Sewer Tap- AS DESCRIBED HEREIN, iN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _ Steven B. Johnson 37121 SE Slboun '�ci. Washougal, WA 98671 Y #206-835-3646_ --'� NAME ADDRESS CITY PHONE CONTRACTOR ----- - Sdme u13 r 't»S S �'C •_ _ �_��_— - NAME ADDRRSS CITY PHONE PLANS BY - _se attached '- NAM[ ADDRESS _ CITY NON ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLLARS (2) EXCAVATION DATA: 0.04 X S FOR OFFICEJ�b MIN _ s _ 12.00 STREET v DESCRIPTION - PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MAI ERIAL 'NSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WFDTH DE?TH ITEM & QUANTITY STREET ENED I i ;[ O? TAP PE )]7th Ave'll a (Vaca el R,4,1R TIIOM _ E I Q U - J E t ESTIMATED STREET OPENING DATE:--.- / / S ESTIMATED STREET CLOSING DATE. ED (3) SECURITY NO. _ SECURITY AMT,: S 3W•00 STREET.,. CLOSED SURETY Cl: : FINAL - -- — --- INSPEC. t- CERTIFIED CHECK 1 CASH 0 BOND / /L ` I. (4) PLOT PLAN: INDICATE ;ITE PERTINENT PHYSICAL SPECIAL oROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT, 1. Nutify Inspector Letha 'Mommas Xxxwui.k area (@ -rear of site) rs• betore a ar rvg work- I 2. A11 work shall conform to City 12755 S.W. 68th Parkwa standards & spec cat onc,. ORS 75-7. Co. 15re- nntificat-inn. af-r_ wml au_ S.W. 68th Parkway A. Erosion control must be provided Y —_ — _ _ or by contractor. 5. 9NR 92-0010 applies. (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY GRANT PERMISSION TO LICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAV JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGOII. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AIJD 10 SAVE HARMLESS THE '.ITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIOAS DD 7 APPLICANTS SIGNATURE !��'� '" DATE —_L_ xa�Msr . r t u4, YDIT--al Ste, r ( SQA � 5Z4-9Z S�GV.G11_�J.r_Jo�►NIrax S�ot_ IWezr _�_Stm S2..> 1 z. 15 S Jx 114 c CITY OF TIGARD RECEIPT OF YMENT ECEIPT NO. :92-233638 HECK AMOUNT 3 1 00 NAME JOHNSON, STEVEN CASH AMOUNT 0. 00 ADDRESS 371*21 SE GIBSON RD PAYMENT DATE WASHOUGAL, WA SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURP E OF PAYMENT AMUUNT PAID PU CUSTOMER DEPO X0 . 04' FP SL C IMPROV 12. 00 U)RP_O STREET OPENING PERMIT 324-92, TOTAL AMOUNT PAID - - - -> 312. 00 -T -Ste/, ��/S�eve-1 I J, 01 e4-0 �,.. r..,µ....Y. •....c... .................•. CITY OF T I GARD - RECEIPT OF PAYMENT . -I PT NO. -'j2-2336--B CHECK AMOUNT 312. 00 i DAME : JOHNSON, STEVEN CASH AMOUNT 0. 00 ADDRESS : 3712-1 SE GIBSON RD PAYMENT DATE 11/12/92 WASHOUGAL, WA SUBDIVISION 'UFtI:'OSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT RAID :USTOMER DEPO 300. 00 PUBLIC IMPROV _ ^ 12. 00 I I I ,I-RFOPENING PERMIT 524-91 I OTAL AMOUNT PAID - - - -> 312. 00 • •r,.1r• r...1,:r ..r r ............ .ir• r . .... ..r i r.• ✓✓✓K4444 •. ... W STEVEN B.JOHNE'ON 259 GENERALCONTRACT7R 37121 SE GIBSON RD 206 835 8646 WASHOUGAL,WA 98671 l 1 19 19-709513250 9 Z E PAY TO THE C j-rY p rl(,.'LIZ Q 1 ORDER OF -- W DOL IAA; WASHINGTON MUTUAL a Federal Sawnge Hank Camas Weehougel Flnanr;lal 146 33 777'G'91rea1 P O haw 1037 Waeho gnl,WA 95671 Amu.WA 994)7 4: 32S0709S0: L46111300083111Slim 0259 CITY OF TIGARD STREET OPENING PERMIT APPLICATION DATE APPLICANTS NAME,) -ADbRESS i Z'7 6'7 /4-11 '� I 'Lot it ZIP PHONE • CONTRACTOR'S NAME 'S-C F v C t; •�O' r 't��'� ADDRESS "1 l Z l `•�_ C�t p typ Al r`.' i:+ �, ' L'4 A ZIP PHONE L�-:.. .. • PLANS BY ACJRESS ZIP PHONE • DESCRIPTION OF WORK PROPOSED TO BE DONE: X 1' r )Lo "IT \ • ESTIMATED VALUE OF WORK (within public right-of-way) : $ �- • WORK LOCATION/SITE ADDRESS: `• r /Q ' • IS THIS WORK RELATED TO A LAND-USE ACTION? IF SO SPECIFY (MLP, SDR, ETC.) NO. ,N IwIb(z ClZ -Uo1L) • IS THIS RELATED T A BUI DING PERMIT? IF SO, SPECIFY (BLDG. PERMIT) NO. �r•^�Mo ,} I � (OVER) l J�. 1' IISKETCH: F yc l y a n.r LS+ cWT t L V i 1 Z � 1, ✓ 1 1 L V- i A� ► n� N �o"T i a 3 00 20' 45" - - + + — + -- + + — + - + + HIGHWAY CENTERLINE � L DGCK FREEWAY ( INTERSTAT 4499 minor., ,a n 01 cz ,cz ,ci rszTcz ,sz��zT,siT-sz 'rz i I ,09 sz ,sz I,sz I sz I ,sz I ,sz -s M� M II0 N N N N W ~ t0 U) V M N - O C � F���r � �� g tf w � M M M M M M M C II tf I .-1 I �n (V � Nin New C14 N U) i � n ♦- -i ID O = N - 't Q (D 1- GD QN M O _ N M %t IC) t1 0 TO cli in N o — C-006I2-1 031VOYA --` f-0 92C 199L 09LV0VA , /c0 T T T T T T T -- N- - T T T OD J) too Ir pQ M uV N �O V O`t~ W M N - O U N�O�(p m� 00h 4 01 0%(D M M M M M M M (� .� to — ♦- ;pm F N_ - 1 N M O O O O� VA C) Q �Nto 4 V N Otito Oo0 N N Q O`= Oh N - OQ 1 O Q N A C) O - N M �, 0 � cC N L L�L-1- _1 1 ( 0091 '80 ) 0091 'a0 'I1a31-1 O s1/zs01/ 3nN3nd �� �- 41890 ---y- --r--T- r"CIDtT\ Tom_ —cp - T -c 9I/zcT T a -n `u \/ ( �- lJ Q OD - T T �T T r N N ♦N M M M M M M lO N O M R g a r M tf M N O v rn M M M M C+ I M N N 1,e N 1n Qf ` i (V � F 1fl N 1n N 7 v+ cVp _ a Q on N M V O N c3 ---?_ -004 = N 8 O Q (D I- ODN V N ON -O ) O O - H O Q O N M ct M F Ow ON O NN Q�h- N N d� NOS LL NNS ) M ( 1�b S1 of J ) rrcl ao waal 4169 MS w �; _ 1V /1:901 `p -031V0V� - ---� -r -1--T---T--T--1--�- fU f - T 1- T T T T T T j OD N C)1� M IN f Ion) fn O Q M V M Q) h r�