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Home My WebLink AboutPlan, Tentative APPLICANT 11/8/2007 r QUI~ A L T SU',3D~V:[S~ON S.W. 1/4 SEC. 27, T 17 5, R 3 W, W.M. SPRINGFIELD, LANE COUNTY, OREGON ~ COR. C.S.F. NO 1015 (WEST 2561.2,}2 OCTOBBR 22, 2007 'I N 89021'3r W 2560.10' r 80.00'? 112.05' D 75 5 ~ . ( 80.00' ) 2. ( 112.00' ) 2, 12 ( 75.0~') 3, 13 I . N 89'21'37' W 12.46' ""- CHORD., S 82025'00. W 332.73' ~- (N 89051' W 12.57' )10 R ., 1909.86' (I909.86,}19 \. ~- ( 10.00' ) 12,20,21 00 ~ AL .. 333.15' (333.15') 19 ~ ~ -. DELTA" 09059'40. _ _ - - - - -W- -A Y- - 1 <0 I"') ~ __--- 'FLOOD ~~ --- El ~ ~ _ -<t-' - -- Q S 1 R 'B ;:'J; , - -- (N 81055'03. E 9.16,)10 :: --- (N 83008'19" E 8.92') \ $~ ' i' ~. P .C. ST A 155+53.32 ~ \ ~I"') o 0 00 o 0 FD. - (/) (/) S 0035'5r W 0.06' NE COR. R.E. CAMPBELL D.L.C. NO. 59 T 17. S., R 3 W.W.M. LANB COUNTY SURVBYORS OFFICB C.S. FILH NO. FILING DA TH LBGEND @ INITIAL POINT, FOUND 5/8" IRON ROD, BENT .. FOUND 5/8" IRON ROD UNLESS NOTED OTHERWISE o SET 5/8" x 30. REBAR WITH A YELLOW PLASTIC I.D. CAP 5T AMPED "POAGE ENG. & 5URV. INC." o COMPUTED POINT. NO MONUMENT FOUND OR SET. + LINE NOT DRAWN TO SCALE FD. FOUND I.P. IRON PIPE LCOOR LANE COUNTY OREGON OFFICIAL RECORDS PUE PUBLIC UTILITY EASEMENT SUB SPRINGFIELD UTILITY BOARD CSF COUNTY SURVEY FILE ,. .; .;.; DENOTES A SUBDIVISION BOUNDARY ] #= &. :#: DATA OF RECORD WITH END NOTES CORRESPONDING TO REFERENCE NUMBERS SHOWN HEREON. MULTIPLE REFERENCES INDICA TE CUMULATIVE DATA FROM MORE THAN ONE REFERENCE USED FOR RECORD DISTANCE. ) :#: DAT A OF RECORD WITH END NOTE(S) CORRESPONDING TO A REFERENCE NUMBER(S) AS SHOWN HEREON. MUL TIPLE REFERENCES SEPERA TED BY COMMAS INDICA TE REDUNDANT DATA. "MEASURED AND RECORD DIMENSIONS ARE THE SAME UNLESS OTHERWISE NOTED: NORTH LINE RE. CAMPBELL D.L.C. NO. 59 DATE: ~ ] 2280.00' ( N 89021'37" ) 4 (WEST 2280') 3, 13 RECORDED BY: _______________ ~//./ //// //// "///;~ \ ~ 4 ( S 89009'50' W 9_3:,00') (S ~7024'~0~ ~ - <t . \\8)024'50; W 93.00' U1 \ I N 02'35'10' W ~ '. \ 55.00' I:' (!) I P. T. ST A 158+86.4 7 \ ~ 4 ----- \jERr\E~D--..... g I ~t~ 1 (S 87024'50. Wl ... ---:... ~SM\SS\O~ UNE , q \ t~t.'O ~J. ~A" / / -- \R~ -- . . 1O \ ..... ~ O~t,. ~t?- ~\)C\t\) ~ ____ ( N 02035'15" W 35.00') 4 ~ I ';, ~~~ CO~S'\ ..........-_ ~% N 02035'10" W 35.00' t __ ... I \. ----... ---- --- - -- , 1]..-Y,,----- -~ ~ _---... ~ · ~ f'I""Q ---- ----... ---- ~ --- ... -- - -- CENTER OF SUPPORT '2. (Q) I ~ ~ '" __ ~ ~ ---- - ~ ~ ~ ( N 87024'50/1 E 10.01') 4 STRUCTURE FOR ~ h'C! (()....--: __ f'I ~ ----- _ -- - Lo o' PACIFIC POWER &. LIGHT ~ "---:~''<:j'" N ... \..- ~~. _ :;:;;-- ~ ~ ~ TRANSMISSION LINE TOWER <d:l._ ............. ~ 0 353.", (();;r r-...: FD 1 - Q) z - - <0 . 1 ---- - ~ '. "'0 0 S 01037'08" W 1"":-- ~ ~ -;:::::.- r'. - 9 2' \ ~ ';j z __ ())I 009' ...J-_J-.:;::..- -- -~. "...., __ 0' -=, -l' ~-- -:--~ - ~ - 9" o \f'J \\38.1 \6 ~ I '0 - - --1- +--- ~ ~ r- -- S 80009'3. \\38.89' ) J i _ ___ - -: r----...;. --I ~ ut :n ~ 8\049'28 'Ii 586.63' ~ _ :::r 1-t --- ___... ~ ~ I u) 0; -\ 4 . ...-- \ S ~~-=-- 10.00' PUBLIC... ~____ :- : ___ ~<6. ~ 1 I !!2... ~ --- \N \53.09') R - --- - .-::;,~ EASEMENT ... --- ~ '&~ i%~ ~ 1 .J. ........ --- t S 80009'30" SEGMENT - ~ ~"st. 'Oy' __REF.}8 ....r- ~ :~~~ :-- -t 1 ~~ O~ \.. 'i't ....\t. \.-1" ____ ____ - I po ....:- .-tlJ n.--:--I 0 F OUND ~ ~ t,?-\,\\'i A 'U"- ... = ~I ~ ~ I I !:f1 N 21044'18" W 15I 'N~\ ~tt. ~ \}C\~ ---)... ---- ---- :... ~ ci/ ~..[r tri LOT 3 ~ 0.24' I6J CENTER OF SUPPORT ~t..~ CO~S\~ ..... ~ ~ ~_!2-1-- ---- f:n ~ 7,986 2.. IQ STRUCTURE FOR -~S ....- \ ---~ 2? 1--- --- Lo 0 SQ. FT.o <'1 {Q} PACIFIC POWER & LIGHT -- w [, ~ LOT 2 0 -:;... I 1 U) g EXISTING SHED ~ TRANSMISSION LINE TOWER ~ <=> : 0 g: 9,025 z.~ 1 I ENCROACHMENT ~ R _ :L9,6T421 (/) SQ. FT. .~ I I [] t9 ;;t _ I'SQ. FT.'~ 5 I I IQI o 0 00 (() fr\l IBl o 0 ~~: ()) 1Bl,,~ ~ z :: ! "'[)Q) 3: R ~ \ 00_ ~. N 00035'5JH E =~' 5 II' " :c [gJ 51.21' . I . U) I- \ N <'I ~ :;1 ~ ::J ro ()) ()) ! I -- ~ 0 I!d \ ~ l' "'5\,'2\'- I ~ 6 U) lMl = 007' 03" '-N, l.I'l (/) [&l S 78 50:~>2' 'OS '-N ~ ~ lQ] 25.61' S 78027,-:-- - I"') 'R1 _..:::-- 2 ~ ~ ~ ~~ II I-- o :::> LO 0 ~ (/) ~ o o U) COUNTY CLERK ~ IBl PUBLIC ROAD DEDIC A TION FOR WEST QUINAL T AVENUE 3324 SQUARE FEET ADDITIONAL LOT COURSES SHEET INDEX BEARING N 79050'36. E N 81026'30" E N 83001'04" E N 84032'33" E S 72040'44" W N 39007'06" W S 29005'04" W N 82042'47" W S 55007'58" W N 59041'29" W S 82049'41" W N 14035'19" E N 89029'08" W N 35052'43" E N 82009'54" E N 80049'54" E ( N 80059'25" E N 84005'43" E CHORD 50.89' 50.65' 49.47' 47.37' 38.29' 34.16' 25.14' 34.16' 32.00' 1.85' 54.50' 48.63' 20.00' 48.54' 198.30' 1/3.66 ' 1/3.65' 75.77' RAD. A.L. DEL T A /819.86 50.90' 01036'09" 1819.86' 50.65' 01035'40. 1819.86' 49.48' 01033'28" 18/9.86' 47.38' 01029'30' ---------- TANGENT ---------- 46.00' 35.00' 43035'41" ---------- TANGENT ---------- 46.00' 35.00' 43035'41" 46.00 32.69' 40042'5/" 46.00 1.85' 020/8'051/ 46.00 58.33' 72039'34. 46.00 51.24' 63049'10" ---------- TANGENT ---------- ---------- TANGENT ---------- 1819.86' 198.39' 06014'46" 1819.86' 113.69' 03034'4611 1819.86' 113.67' 03034'43,,)11 1819.86' 75.77' 02023'08" I. BOUNDRY & LOT DATA 2. NARRATIVE & BOUNDARY DET AIL SIGNATURE PAGE \ 3. NOTES .("\. . ~vV NO BUILDING, STRUCTURE, TREE, ~ \. ~ SHRUBBERY, OR OTHER OBSTRUCTION c,<\. 4~ ~C;; SHALL BE PLACED ON OR IN A PUE. ~ <S. ~ ~ ~ ~\. ~ ~<) C~ 6~ @ FD 1/2" I.P. 21 FD 1/2" I.P. S 11003'26" W " S 11003'26" W \9 20 0.27' 0.18' 7 "t ~9~'O': - 15 16 ~ 7~0\~1~0 "t. 397.7~ \ 7COo07 03 /"'" ~ ~ '\1 'B · ___ - 'tlt..l pt.;. 'L 1 -- - 9' Q\J 11-'-' - -- - "t 235.6 _ ____<t--- \'\ 78007'0~ -- \, ~ ~ -- " 3: ~ 00 0 ' . !;OLO " ~- LO ""'"~ ~ o ~ _ 0 0 (5 RIGHT OF WAY CURVE DATA ( RECORD DATA PER REF. 14 ) \.. "..,,-----,,~ -_.~.._...,.~- ~ . ...-~... ".... ~~._.~. .---.--.--- - SEGMENT BEARING CHORD RAD. A.L. DELTA G) S 62041'30" W 43.07' 46.00' 44.82' 55049'55" { S 67007'/9" W 44.82' 46.00' 46.82' ---------- } @ S 56026'48" W 22.90' 31.00' 23.45' 43'20'30" ( S 56038'26" W 22.90' 31.00' 23.45' ---------- ) @ S 73058'00" E 24.47' 46.00' 24.77' 30051'06" ( S 75001'49" E 26.41' 46.00' 26.78' ---------- ) @ S 80012'42" E 22.90' 31.00' 23.45' 43'20'30. ( S 8000/'15" E 22.90' 31.00' 23.45' ---------- ) 1 I I I ~ I I I"') I ~ I 00 I :; I ~ I ~ wu:: I-- ~ lLOT 6 w 0" LOT 5 U) I 5,923 " 9tri 5,555 ~ : SQ. FT. !;O ~ln SQ. FT. 0 1 ~ o~': 0 I 10.00' 0 00 I Z : SUB 0 t:t ~II ~~~:~5 z ~ (; : ~ EXISTING FENCE \ 'I [ N 89016'55. W 114.16' llO & II ~ LOT 9 S 89029~08' E 7 V. 6,859 SQ.FT.): 22.01' I ( N 89056'10" W ) I Q t") ~ .-/ ~ :... - S 89029'08' E ! ~ ~ U~-"'-54.15' ."-~ ~g . ]6fN~0~6~~~s I - I LO ..... EASE : WW LOT 1001",) ~ : MENT I in ~ -C>> 4,510 ql <:0 - I REF. 23 / : ;;tii1.~ SQ. FT. ~l ~ I~ I I ~~ ~ WI .. .g J I 2.. 0 .. I ~ l-:i . / I ~z~: ~ '00 /' I ow +, ~ :: . IIi ( % ~;:;~~g: : 1I~1~:'5;'7 ~11[ ~: ~~: .,;/' -, ";=-.1--53.91'-- -1M! -j . " o~ -C Nf8902;08~'''W 73.91 . ~ ( WEST 75.0' )3 . ---- o I"') ',:", <t _ _ ( WEst) I ~ FAIRVIEW <0 DRIVE y t. 67>.75' 7 7 COO 07' 0 64,fS ) ~ o\~'30o t. t \'\ 7& 10.00' PUBLIC EASEMENT REF. 18 (() <'1<'1 o R- ~ W R t.... :c !:f1 I- U) ::J I"') 0 ::, (/) o Z :~E COR. , FIRST ADD. \ CENTENNIAL \. GARDENS SEGMENT CD CD Q) @ CD @ BEARING AND DISTANCE N 00036'27" E 92.00' [ N 00047'00" E 91.90'] 14 N 78007'03" E /14.70' ( N 78018'30" E 1/4.71' )", 14. 15 N 00036'27" E 51.21' ( N 00047'00" E 51.20') II, 14, 15 N 00036'27" E 20.39' ( N 00047'00" E 19.91') 14 N 00036'27" E 20.39' ( N 00047'00" E 20.79') 14 S 78007'03" W 114.71' ( S 78018'30" W 1/4.71') II, 15 I'-.. 8 ( 50.00' ) c .. ( REF. 7 ) ~ UI < ~ . ~ <Ie:/) ~ -< ~ (!l) ~"~~,, c..)~ ~ ~ ~':> \.~ ","P <> ~ ~~:~ ~ c O~ ~~ ",) \ ,....... 0 o<:S U) \ <0 ..... \ ~,....., tOo, o~ ())<O o 0) ~ ~ ~ ~ ) ). >3: ~ ). ). RIGHT OF WAY DATA ( RECORD DATA AS SHOWN) vt-...~ l'J.- U)- '\v - ~ @ ++~~ ~ ~ .\~ "'~ 0 0 ~ ~ (/) (/) C~ (;~ ....... <O~ ~ \. ~ \ <'I o \ ~ "'"'" -- SE COR DREWSDALE PARK FD 5/8" IR WI YELLOW CAP MARKED "PLS 655" HELD FOR ALIGNMENT ~ / REGISTERED PROFESSIONAL LAND SURVEYOR 0~~A.m \ ~ \ SCALE: r '" 50' ~ \ \ \ '~SE COR. - -_. , \ CENTENNIAL' j t. ,. -..... G .~~~ . RE,. . --g~07 ,.""~-~."~, N 89029'08" W { N 89029'08" W ( N 87041'17" W 1050.02' 1050./3') 5 1050.09'} 6 OWNER TUAN BUI 325 GOODPASTURE ISLAND RD. EUGENE, OR 97401 OREGON JUL Y 13, 1984 JONATHAN A. OAKES. " 2105 / EXPIRES: DECEMBER 31, 2008 \ SUB2006-00055 "-- ASSESSOR'S MAP NO. 17-03-27-31, TAX LO~S 900, 1000, &. 3601 PLOTTER: HP DESIGN JET 650C ~\ n (b "^f . - 5 0 6 2001- AOO /_[ 5 LLb d I" "'.A I. ~/1 INK: HP #51640A INK . ..x- L.-O \.,.. Y tp LA..A-U ~ r l FILM: CONTINENT AL MYLAR JPC 4M2 - T L.tM\ ~ LLl " ',of~?~ ~~ POAGE ENGINEERING &; SURVEYING, INC. P.O. BOX 2527 It EUGENB, OREGON 97402 .. (541) 485..4505 JOB No. 3464 If DRAWN: MJK\3464PLAT.GCD If 5-10..07 OF BEARING BASIS '-?1a:}- REFERENCES I. WARRANTY DEED RECORDED FEB. 7, 1946 BOOK 310, PAGES 168-169, LCOOR 2. BARGAIN AND SALE DEED RECORDED APRIL 20, 1959, REEL 131-0 INSTRUMENT No. 65509, LCOOR 3. WARRANTY DEED RECORDED SEPT. 2, 1946 BOOK 331, PAGE 63, LCOOR 4. C.S.F. No. 23042 BRANCH 1979 5. C.S.F. No. 34423 BROWN 1997 6. CENTENNIAL GARDENS BOOK 32, PAGE II LANE COUNTY OREGON PLAT RECORDS. 7. FIRST ADDITION TO CENTENNIAL GARDENS BOOK 38, PAGE 14 LANE COUNTY OREGON PLAT RECORDS. 8. C.S.F. No. 11331 LAURILA 1960 9. C.S.F. No. 7329 THOMPSON 1948 10. C.S.F. No. 22710 HENDRICKS 1979 II. C.S.F. No. 22538 HENDRICKS 1979 12. WARRANTY DEED RECORDED JAN. 6, 2006 DOCUMENT NO. 2006-001087, LCOOR 13. WARRANTY DEED RECORDED JAN. 6, 2006 DOCUMENT NO. 2006-001088, LCOOR 14. BARGAIN AND .SALE DEED RECORDED DEC. 13, 2002 DOCUMENT NO. 2002-096994, LCODR 15. PUBLIC ROAD EASEMENT DEDICATION RECORDED FEB. 26, 1980, REEL 1059-R INSTRUMENT NO. 80-09807, LCOOR 16. RIGHT OF WAY EASEMENTS RECORDED FEB. 7, 1962, REEL 188-D INSTRUMENT No.'S 587876 & 58787, LCOOR 17. WARRANTY DEED RECORDED JUNE 6, 1975, REEL 745-R INSTRUMENT NO. 75-22269, LeOOR 18. PUBLIC SANITARY SEWER AND STORM DRAINAGE EASEMENT RECORDED JAN. 7, 1977, REEL 825-R INSTRUMENT NO. 77-01125, LCOOR 19. WARRANTY DEED RECORDED JUNE 30, 1959, REEL 135-0 INSTRUMENT NO. 71912, LCOOR 20. QUITCLAIM DEED RECORDED DEC. 16, 1976, REEL 825-R INSTRUMENT NO. 76-66494, LCOOR 21. QUITCLAIM DEED RECORDED JAN. 28, 1977, REEL 831-R INSTRUMENT NO. 77-05223, LCOOR 22. WARRANTY DEED RECORDED SEPTEMBER 9, 2005 DOCUMENT NO. 2005-071165, LCOOR 23. PRIVATE JOINT ACCESS EASMENT AND M~NTENANCE AGREEMENT RECORDED DOCUMENT NO. 2007- LCOOR 24. EWEB WATER PIPELINE EASEMENTS RECORDED NOV. 3, 1977, REEL 871-R INSTRUMENT NO.'S 77-70551 & 77-70552 &. RECORDED MARCH 13, 1978, REEL 895-R INSTRUMENT NO. 78-16506, LCOOR 25. UTILITY EASMENT (SUB) RECORDED DOCUMENT NO. 2007- LCDOR 26. PRIVATE SANITARY SEWER EASMENT RECORDED DOCUMENT NO. 2007- LCOOR PAGE 1 OF 3 ,/ r NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE OWNERS TO ESTABLISH THE EXTERIOR BOUNDARY OF THAT CERT AIN PROPERTY DESCRIBED IN TWO WARRANTY DEEDS RECORDED ON JANUARY 6. 2006, DOCUMENT NO. 2006-1087 AND DOCUMENT NO. 2006-1088, LANE COUNTY OREGON OFFICIAL RECORDS AND TO FURTHER SUBDIVIDE SAID PROPERTY INTO TEN LOTS IN ACCORDANCE WITH O.R.S. REQUIREMENTS AND THE CONDITIONS OF APPRO V AL OF A LAND USE APPLICATION APPROVED UNDER CITY OF SPRINGFIELD JOURNAL NO. SUB2006-00055. THE BASIS OF BEARING IS DEFINED BY THE NORTH MARGIN OF FAIRVIEW DRIVE PER C.S.F. NO. 23042 AND C.S.F. NO. 34423 ON FILE AT THE LANE COUNTY SURVEYOR'S OFFICE. THE NORTH MARGIN OF F AIRVIEW DRIVE WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8" IRON ROD SET ON THE NORTH MARGIN OF F AIRVIEW DRIVE TO MARK THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND BEING SURVEYED IN C.S.F. NO. 23042, AND THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED MONUMENT AND THE FOUND 5/8" IRON ROD WITH A YELLOW PLASTIC 1.0. CAP STAMPED "PLS 655" PLACED ON THE NORTH MARGIN OF F AIR VIEW DRIVE TO MARK THE SOUTHEAST CORNER OF THE PLAT OF DREWSDALE PARK. THE WESTERLY EXTENSION OF THE NORTHERL Y MARGIN OF F AIRVIEW DRIVE DEFINES THE SOUTH BOUNDARY OF THE SUBJECT PROPERTY. THE EAST BOUNDARY OF THE SUBJECT PROPERTY IS DEFINED BY THE EAST BOUNDARY OF THE THAT CERT AIN TRACT OF LAND CONVEYED TO ARNOLD AND JESSIE MEYER BY A WARRANTY DEED RECORDED SEPT. 2, 1946 IN BOOK 331, PAGE 63 LANE COUNTY OREGON DEED RECORDS, SAID EAST BOUNDARY COINCIDES WITH THE WEST BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED TO ROBERT H. BENNETT, ET AL, DESCRIBED IN A WARRANTY DEED RECORDED SEPTEMBER 9, 2005, DOCUMENT NO. 2005- 071165. THE WEST BOUNDARY OF THE BENNETT TRACT WAS EST ABLlSHED BY HOLDING THE RECORD BEARING PER C.S.F. NO. 23042 FOR THE WEST BOUNDARY OF THE ABOVE REFERENCED BENNETT TRACT MEASURED NORTHERLY FROM THE FOUND 5/8" IRON ROD SET ON THE NORTH MARGIN OF F AIRVIEW DRIVE IN C.S.F. NO. 23042 TO MARK THE SOUTHWEST CORNER OF THE ABOVE REFERENCED BENNETT TRACT. THE NORTH BOUNDARY OF THE SUBJECT PROPERTY IS DEFINED BY THE SOUTH MARGIN OF THE "Q" STREET FLOODWA Y. THE CENTERLINE OF THE "Q" STREET FLOODWA Y WAS ESTABLISHED BY HOLDING THE RECORD ANGLES AND ST A T10NING CONTAINED IN A WARRANTY DEED RECORDED JUNE 30, 1959, REEL 135-0, INSTRUMENT NO. 71912 (REF. 19) IN CONJUNCTION WITH DATA OF RECORD FOR THE SOUTH MARGIN OF THE Q STREET FLOODWAY SHOWN IN C.S.F. NO. 23042. PER SURVEY REFERENCE 19, THE WIDTH OF THE FLOODW A Y ON THE SOUTH SIDE OF THE CENTERLINE REDUCES FROM 90 FEET TO 55 FEET AT STATION 159+79.47. THE CORRESPONDING ANGLE POINT IN SOUTHERLY RIGHT OF WAY FOR THIS 35 FOOT CHANGE IN WIDTH IS SHOWN IN C.S.F. 23042 AND THIS POINT WAS HELD TO ESTABLISH THE ST A TIONING FOR THE FLOODWA Y FOR THE PURPOSES OF THIS SURVEY. THE CENTERLINE OF THE FLOODWAY IS DEFINED AS BEING 55 FEET NORTHERLY OF, WHEN MEASURED AT RIGHT ANGLES TO, THE MOST NORTHERLY BOUNDARY C.S.F. NO 23042. THE DISTANCE TO THE P.T. OF THE FLOODWAY, PER REF.l9, IS 93 FEET FROM STATION 159...79.47 AND WAS ESTABLISHED USING THE RECORD BEARING FROM C.S.F. 23402. MONUMENTS SET IN C.S.F. NO. 22538 AND C.S.F. NO. 22710 WERE FOUND TO CLOSELY REFLECT THE CALCULATED LOCATION FOR THE SOUTH MARGIN OF THE Q STREET FLOODWA Y AS EST ABLlSHED HEREON. THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY IS DEFINED BY SEVERAL INDIVIDUAL DEEDS. THE NORTHERLY PORTION OF THE WESTERLY BOUNDARY IS DEFINED BY THE WEST BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED TO JAMES L. CROM. ET UX, BY DEED RECORDED APRIL 20, 1959, ON REEL 131-0 AND TWO DEEDS CONVEYING RIGHT OF WAY FOR WEST QUINAL T AVENUE THAT INTERSECT THE WEST BOUNDARY OF SAID CROM TRACT. THE WEST BOUNDARY OF THE CROM TRACT WAS ESTABLISHED USING THE FOUND 5/8" IRON ROD SET IN C.S.F. NO. 22538 TO MARK THE INTERSECTION OF THE WEST BOUNDARY OF SAID CROM TRACT WITH THE SOUTHERLY MARGIN OF QUINAL T A VENUE, AND A LINE ESTABLISHED BETWEEN LAST DESCRIBED MONUMENT AND THE FOUND 5/8" IRON ROD ALSO SET IN C.S.F. NO. 22538 TO MARK THE INTERSECTION OF THE WEST BOUNDARY OF SAID CROM TRACT WITH THE SOUTHERLY MARGIN OF THE OF THE "Q" STREET FLOODWAY. THE PORTION OF THE WEST BOUNDARY DEFINED BY THE MARGINS OF WEST QUINAL T A VENUE WAS ESTABLISHED AS FOLLOWS: THE SOUTHERLY MARGIN OF WEST QUINAL T AVENUE WAS ESTABLISHED USING THE ABOVE DESCRIBED FOUND 5/8" IRON ROD SET IN C.S.F. NO. 22538 ON THE SOUTHERLY MARGIN OF QUINAL T AND THE WEST BOUNDARY OF THE CROM TRACT, AND THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED MONUMENT AND THE FOUND 5/8" IRON ROD MARKING THE NORTHEAST CORNER OF BLOCK 5, FIRST ADDITION TO CENTENNIAL GARDENS AS PLATTED AND RECORDED IN BOOK 38, PAGE 14 LANE COUNTY OREGON PLAT RECORDS. SAID LINE BEING EXTENDED EASTERLY TO THE WEST BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED TO JAMES D. WYNN, ET AL, BY DEED RECORDED JANUARY 28, 1977, REEL 831-R. INSTRUMENT NO. 77-05223 AND AS DESCRIBED IN A DEED RECORDED FEBRUARY 26, 1980, REEL 1059-R, INSTRUMENT NO. 80-09807 TO DEDIC A TE THE 50 FOOT RIGHT OF WAY FOR WEST QUINAL T A VENUE WITHIN THE CROM TRACT. THE WEST BOUNDARY OF SAID WYNN TRACT WAS EST ABLlSHED BY HOLDING THE POSITION OF THE FOUND 5/8" IRON ROD SET IN C.S.F. NO. 22710 TO REFERENCE THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO BOBY LEE MOURTON, ET UX, BY WARRANTY DEED RECORDED JUNE 6, 1975, REEL 745-R, INSTRUMENT NO. 75-22269, AND THE LINE ESTABLISHED BETWEEN LAST DESCRIBED MONUMENT AND THE FOUND 5/8" IRON ROD SET ON THE SOUTHERLY MARGIN OF THE "Q" STREET FLOODW A Y IN C.S.F. NO. 22538 TO MARK THE NORTHWEST CORNER OF SAID WYNN TRACT. . . . l i Itt.i " \- 8: 0 1 \ SUB2006-00055 "'- ASSESSOR'S MAP NO. 17-03-27-31, .T AX LOTS 900, 1000. & 3601 . PLOTTER: HP DESIGN JET 650C INK: HP #51640A INK FILM: CONTINENTAL MYLAR JPC 4M2 10.00' I -{ I SUB :- I r EASE. I I I REF. 25 I 5.00' I I I -..., --r J LOT 5 I I LOT 6 10.00' PRIVATE : <:> (N 89dSo'lo. W 112 0' )17 EASEMENT]Q I I . II REF. 26 I Lf) ( N 890116'5r W 112.00' ) FD 1/2" I.P. I _ N 89029/26. W 111.96' N 11'03'26" E ~~,,::..____j-" : 1.15' I t J - I t 45.00' C I 45.00' 0 24.04' '-- N 89028'26. W 114.04' \ [N 89'16'SS" W 114.16'] 10 & II ~ FD 5/8" I. ROD b ~ NW COR. MOURTON ~ ~ C '~ ~ TRACT, REF. 17 ~ C':j 0 SET IN C.S.F. NO. 20703 w ~ - ~ HAMMOND 1977 o8::i W w S 89028'26 E 0.16 R f5S ~ ~ if'l ~~ ~ i:nY 00 0 1")00 Oz 00 2-~ z 0_ - \V Z~ FAIR VIEW DR. QUINALT SU3JIVISION S.W. 1/4 SEC. 27, T 17 5, R 3 W, W.M. SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 8, 2007 DATE: RECORDED BY: _______________ COUNTY CLERK A PORTION OF A CUL -DE -SAC FOR WEST QUINAL T A VENUE WAS ALSO DEDICATED ADJACENT TO THE WYNN TRACT BY A DEED RECORDED DECEMBER 13, 2002, DOCUMENT NO. 2002-096994. THE RADIUS POINT OF THE 46.0 FOOT CUL -DE -SAC BULB WAS ESTABLISHED BY THE INTERSECTION THE CENTERLINE OF WEST QUINAL T AVE., SAID CENTERLINE BEING 25.00 FEET NORTHERLY OF AND PARALLEL TO THE SOUTHERL Y MARGIN OF WEST QUINAL T A VENUE, WITH THE WEST MARGIN OF SAID WYNN TRACT. THE CUL -DE -SAC WAS THEN LA YED OUT USING THE RECORD RADII AS DESCRIBED IN THE DEED. THE NORTHERL Y MARGIN OF WEST QUINAL T A VENUE WAS ESTABLISHED AS BEING 50.00 FEET NORTHERLY OF AND PARALLEL TO THE SOUTHERLY MARGIN. THE EAST AND WEST BOUNDARIES OF THE CROM TRACT ARE CALLED AS BEING PARALLEL TO THE EAST BOUNDARY OF THE C.S. NO. 1015. THE EAST BOUNDARY OF C.S. 1015 BEING THE EAST BOUNDARY OF THE PLAT OF CENTENNIAL GARDENS AND THE EAST BOUNDARY OF THE PLAT OF THE FIRST ADDITION TO CENTENNIAL GARDENS. THE EAST AND WEST BOUNDARIES OF THE PREVIOUSLY MENTIONED MEYER TRACT ARE CALLED PARALLEL TO THE EAST BOUNDARY OF THE R.E. CAMPBELL D.L.C. 59. THIS DIFFERENTIAL BETWEEN THE ALIGNMENT OF THE EAST BOUNDARY OF THE CROM TRACT AND THE WEST BOUNDARY OF THE MEYER TRACT CREATED A GAP OF LAND THAT WAS ACQUIRED BY LANE COUNTY THROUGH A TAX FORECLOSURE. THE GAP WAS SUBSEQUENTLY CONVEYED TO THE CITY OF SPRINGFIELD BY A QUITCLAIM DEED RECORDED DEC. 16, 1976 RECEP. NO. 7666494 LANE COUNTY OREGON DEED RECORDS. THE CITY OF SPRINGFIELD, IN TURN, CONVEYED THE GAP TO THE PREDECESSORS IN INTEREST TO THE SUBJECT PROPERTY (JAMES D. WYNN ET ALl BY A QUITCLAIM DEED RECORDED JANUARY 28, 1977 INSTRUMENT NO. 77-05223 LANE COUNTY OREGON DEED RECORDS. HOWEVER, THE CITY RETAINED OWNERSHIP OF THAT PORTION OF THE GAP LYING SOUTHERLY OF THAT CERTAIN TRACT OF LAND CONVEYED TO BOBY LEE MOURTON, ET UX, BY WARRANTY DEED RECORDED JUNE 6, 1975, REEL 745-R, INSTRUMENT NO. 75-22269. THE WEST BOUNDARY OF THE CROM TRACT, AS EST ABLlSHED AS PREVIOUSLY STATED HEREIN, WAS EXTENDED SOUTHERLY FROM THE SOUTHERLY MARGIN OF WEST QUINAL T TO INTERSECT WITH THE NORTH BOUNDARY OF THE MOURTON TRACT. THE NORTH BOUNDARY OF THE MOURTON TRACT WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8" iRON ROD SET IN C.S.F. NO. 20703 TO MARK THE NORTHWEST CORNER OF SAID MOURTON TRACT AND THE FOUND 5/8' IRON ROD SET IN C.S.F. NO. 22710 MARKING THE SOUTHEAST CORNER OF THE WYNN TRACT. THE LINE BETWEEN THE LAST DESCRIBED MONUMENTS WAS EXTENDED WESTERLY TO INTERSECT WITH THE WEST BOUNDARY OF THE CROM TRACT TO FORM THE MOST WESTERLY SOUTHWEST CORNER OF THE SUBJECT PROPERTY. THE REMAINDER OF THE WESTERLY BOUNDARY IS DEFINED BY THE PREVIOUSLY DESCRIBED NORTH BOUNDARY OF THE MOURTON TRACT AND THE EASTERL Y BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF SPRINGFIELD BY DEED RECORDED DECEMBER 16, 1976. REEL 825-R, INSTRUMENT NO. 76-66494. THE EAST BOUNDARY OF THE CITY TRACT WAS ES-IABLlSHED BY HOLDING THE POSITION OF THE FOUND 5/8" IRON ROD SET IN C.S.F. NO. 22710 TO REFERENCE THE SOUTHEAST CORNER OF THAT PORTION OF THE GAP PROPERTY CONVEYED TO WYNN AS DESCRIBED ABOVE, AND THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED MONUMENT AND THE SOUTHEAST CORNER OF THE MOURTON TRACT. THE SOUTHEAST CORNER OF THE MOURTON TRACT WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8 INCH IRON RODS SET IN C.S.F. NO. 22538 TO REFERENCE THE NORTHWEST AND SOUTHWEST CORNERS OF THE AFOREMENTIONED WYNN TRACT AND EXTENDING THE WEST BOUNDARY OF SAID WYNN TRACT SOUTHERL Y TO INTERSECT WITH THE NORTH MARGIN OF F AIRVIEW DRIVE. WITH THE EXTERIOR BOUNDARY SO DEFINED THE PROPERTY WAS THEN SUBDIVIDED AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WITH THE PRELIMINARY PLAN. 10.00' PUBLIC EASEMENT REF. 18 / "'\ REGISTERED PROFESSIONAL LAND SURVEYOR ~~/rOiL OREGON JUL Y 13, 1984 JONATHAN A. OAKES '- 2105 ./ EXPIRES: DECEMBER 31, 2008 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 .. EUGENE, OREGON 97402 If (541) 485..4505 JOB No. 3464 ltDRAWN: MJK\3464PLAT.GCD · 5-10-07 LANH COUNTY SURVHYORS OFFICH C.S. FILB NO. FILING DA TH . , ('" \<- ~ @ ~ : cJ~1\' t~r ,'; '''\W'15 2007 i ,I \<-t-CC~"V .!JI - 'r --0-0 NORTH LINE RE. CAMPBELL D.L.C. NO. 59 ~- ... ~ ~ FD 5/8Q I. ROD FD 5/88 1 ROD . NECOR. WYNN NW COR 'WYNN TRACT, PER REF. II TRACT, PER REF. "~ i~0I'37'o,8" W S 0036'2r W 0.09 0.03' - ~ I SOUTHERL Y MARGIN ltQ" STREET -;J;.. FLOODWA Y CHANNEL I' (PER REF. 19 & 4) I I f FD 5/8" I. ROD I I NE COR. MOURT ON TRACT, REF. 17 I I SET IN C.S.F. NO. 20703 1 I HAMMOND 1977 , I LOTI7 1 I 1 I I I I I N 89029'26Q W 2.08' LOT 9 FD 5/88 I. ROD SE COR. WYNN TRACT, PER REF. II Q LOT 10 BOUNDARY DETAIL NO SCALE PAGE 2 OF 3 ~ ( QU~N AL T SUBDIVISION 5.W. 1/4 SEC. 27, T 17 5, R 3 W, W.M. SPRINGFIELD, LANE COUNTY I OREGON OCTOBER 24, 2007 . LANE COUNTY SURVEYORS OFFICE C.S. FILH NO. FILING DA TB DATE: RECORDED , ~.~~ t~~@4f\\\H ] ;~ rOR\)~. OCT 252007 \<-.t v' - /Sy BY: _______________ COUNTY CLERK SURVEYOR'S CERTIFICATE I, JONATHAN A. OAKES, A REGISTERED PROFESSIONAL LAND SURVEYOR. DO HEREBY CERTIFY THA T I HAVE CORRECTLY SURVEYED AND MARKED, WITH PROPER MONUMENTS THE HEREON DESCRIBED PLAT, THAT THE INITIAL POINT IS A FOUND 5/8" IRON ROD SET IN COUNTY SURVEY FILE NO. 22538 ON FILE AT THE LANE COUNTY OREGON SURVEYORS OFFICE. LOCATED AS DESCRIBED AND SHOWN HEREON, AND I HAVE ACCURA TEL Y DESCRIBED THE TRACT OF LAND UPON WHICH THE LOTS OF THIS SUBDIVISION ARE LAID OUT ON AS FOLLOWS: OWNER'S DECLARATION BEGINNING AT THE FOUND 5/8" IRON ROD MARKING THE INTERSECTION OF THE WEST BOUNDARY OF THA T CERTAIN TRACT OF LAND CONVEYED TO JAMES L. CROM, ET UX, BY DEED RECORDED APRIL 20, 1959, ON REEL 131-D, LANE COUNTY OREGON OFFICIAL RECORDS, WITH THE SOUTHERLY MARGIN OF WEST QUINAL T A VENUE. SAID POINT BEING NORTH 78.01'03" EAST 81.93 FEET FROM THE NORTHEAST CORNER OF BLOCK 7, FIRST ADDITION TO CENTENNIAL GARDENS AS PLATTED AND RECORDED ON BOOK 38. PAGE 14. LANE COUNTY OREGON PLAT RECORDS; THENCE ALONG SAID SOUTHERL Y MARGIN, NORTH 78"07'03" EAST 67.39 FEET TO THE MOST SOUTHERLY, SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF SPRINGFIELD BY BARGAIN AND SALE DEED RECORDED DECEMBER 13, 2002. DOCUMENT NO. 2002-096994, LANE COUNTY OREGON OFFICIAL RECORDS FOR A PUBLIC ROAD; THENCE ALONG LAST DESCRIBED PUBLIC ROAD TRACT THE FOLLOWING FIVE (5) COURSES AND DISTANCES: ALONG THE ARC OF A 31.00 FOOT RADIUS CURVE TO THE RIGHT THE CHORD OF WHICH BEARS SOUTH 80012'42" EAST 22.90 FEET. A DIST ANCE OF 23.45 FEET, ALONG THE ARC OF A 46.00 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS SOUTH 73058'00" EAST 24.47 FEET. A DISTANCE OF 24.77 FEET TO THE MOST SOUTHERLY, SOUTHEAST CORNER THEREOF. NORTH 00"36'27" EAST 92.00 FEET TO THE MOST NORTHERL Y. NORTHEAST CORNER THEREOF, ALONG THE ARC OF A 46.00 FOOT RADIUS CURVE TO THE LEFT. THE CHORD OF WHICH BEARS SOUTH 62041'30" WEST 43.07 FEET. A DISTANCE OF 44.82 FEET, AND ALONG THE ARC OF A 31.00 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS SOUTH 56026'48" WEST 22.90 FEET, A DISTANCE OF 23.45 FEET TO THE MOST NORTHERLY, NORTHWEST CORNER THEREOF. SAID POINT BEING ON THE NORTHERLY MARGIN OF WEST QUINAL T A VENUE, 25.00 FEET FROM. WHEN MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF WEST QUINAL T A VENUE; THENCE ALONG SAID NORTHERLY MARGIN, SOUTH 78007"03" WEST 56.32 FEET TO A POINT ON THE WEST BOUNDARY OF THE ABOVE DESCRIBED CROM TRACT; THENCE LEAVING SAID NORTHERL Y MARGIN AND ALONG LAST DESCRIBED WEST BOUNDARY, NORTH 00035'57" EAST 193.51 FEET TO A POINT ON THE SOUTHERLY MARGIN OF THE /lQ" STREET FLOODW A Y AS DESCRIBED IN A WARRANTY DEED RECORDED JUNE 30, 1959, REEL 135-0, INSTRUMENT NO. 71912, LANE COUNTY OREGON OFFICIAL RECORDS, SAID POINT BEING 90.00 FEET FROM, WHEN MEASURED AT RIGHT ANGLES TO, THE ENGINEER'S CENTERLINE OF SAID FLOODWAY; THENCE ALONG LAST DESCRIBED FLOODWAY MARGIN, ALONG THE ARC OF A 1819.86 FOOT RADIUS CURVE TO THE RIGHT. THE CHORD OF WHICH BEARS NORTH 82"09'54" EAST 198.30 FEET, A DISTANCE OF 198.39 FEET TO A POINT ON THE NORTHERLY PROJECTION OF THE WEST BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED TO ROBERT H. BENNETT,ET AL, IN A WARRANTY DEED RECORDED SEPTEMBER 9, 2005, DOCUMENT NO. 2005-071165, LANE COUNTY OREGON OFFICIAL RECORDS; THENCE LEAVING LAST DESCRIBED FLOODWAY MARGIN, ALONG LAST DESCRIBED WEST BOUNDARY, AND ITS NORTHERLY PROJECTION, SOUTH 01044'50" WEST 513.54 FEET TO A POINT ON THE NORTH MARGIN OF F AIRVIEW DRIVE, 30.00 FEET FROM, WHEN MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF F AIRVIEW DRIVE; THENCE LEA VING LAST DESCRIBED WEST BOUNDARY. ALONG SAID LAST DESCRIBED NORTH MARGIN, NORTH 890 29'08" WEST 73.91 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND QUITCLAIMED TO THE CITY OF SPRINGFIELD BY DEED RECORDED DECEMBER 16, 1976, REEL 825-R, INSTRUMENT NO. 76-66494, LANE COUNTY OREGON OFFICIAL RECORDS; THENCE ALONG LAST DESCRIBED CITY OF SPRINGFIELD TRACT THE FOLLOWING TWO COURSES AND DISTANCES: NORTH 01035'18" EAST 121.41 FEET AND NORTH 89028'26" WEST 2.08 FEET TO THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO BOBY LEE MOURTON,ET UX. BY WARRANTY DEED RECORDED JUNE 6, 1975, REEL 745-R, INSTRUMENT NO. 75-22269, LANE COUNTY OREGON OFFICIAL RECORDS; THENCE ALONG THE NORTH BOUNDARY OF SAID MOURTON TRACT, NORTH 89028'26" WEST 111.97 FEET TO A POINT ON THE WEST BOUNDARY OF THE ABOVE DESCRIBED CROM TRACT; THENCE LEAVING LAST DESCRIBED NORTH BOUNDARY, ALONG LAST DESCRIBED WEST BOUNDARY, NORTH 00"35'57" EAST 118.49 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY, OREGON. KNOW ALL MEN THAT TUAN BUI IS THE OWNER OF THE HEREON DESCRIBED PROPERTY, AND HE DOES CAUSE THE SAME TO BE SUBDIVIDED AND PLATTED AS HEREON SHOWN ACCORDING TO THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92, AND DOES DEDICATE TO THE PUBLIC FOREVER A PORTION OF A CUL -DE -SAC BULB FOR WEST QUINAL T A VENUE. THE 7.0 FOOT PUBLIC UTILITY EASEMENTS ADJACENT TO WEST QUINAL T A VENUE AND F AIRVIEW DRIVE AS SHOWN HEREON, AND DOES ACKNOWLEDGE THE 10.00 FOOT SUB UTILITY EASEMENT CENTERED ON THE COMMON BOUNDARY BETWEEN LOT 7 AND LOT 8, THE 10.00 FOOT SUB UTILITY EASEMENT ALONG THE SOUTH BOUNDARY OF LOT 5 AND CENTERED ON THE COMMON BOUNDARY BETWEEN LOT 5 AND LOT 6. THE 10.00 FOOT PRIVATE SANITARY SEWER EASEMENT ACROSS LOT 5, AND THE 22.00 FOOT PRIV ATE ACCESS AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT, ALL BY SEP ARA TE DOCUMENT AS SHOWN AND REFERENCED HEREON, AND DOES ALSO ACKNOWLEDGE THE EXISTING 10.00 FOOT PUBLIC SANITARY SEWER AND STORM DRAINAGE EASEMENT ALONG THE WEST PROPERTY BOUNDARY, THE 14.00 FOOT EWEB WATERLINE EASEMENT AND 30.00 FOOT EWEB CONSTRUCTION EASEMENT OVER LOTS I, 2, 3, AND 4, AND THE VARIABLE WIDTH RIGHT OF WAY EASEMENT ALONG THE NORTHERLY PROPERTY BOUNDARY FOR PACIFIC POWER AND LIGHT AS SHOWN AND REFERENCED HEREON. TUAN BUI APPROV ALS ACKNOWLEDGEMENT CITY OF SPRINGFIELD PLANNING DIRECTOR DATE ST ATE OF OREGON ) ) SS COUNTY OF LANE ) CITY OF SPRINGFIELD SURVEYOR DATE ON THIS DA Y OF , 2007 THERE APPEARED BEFORE ME, A NOTARY PUBLIC FOR THE STATE OF OREGON, COUNTY OF LANE THE HEREON NAMED TUAN BUI BEING KNOWN TO ME OR PROVED TO ME ON A SA TISF ACTORY BASIS TO BE THE SAME PERSON WHO EXECUTED THE DECLARATION HEREON SHOWN AND ACKNOWLEDGED THE SAME TO BE HIS VOLUNT ARY ACT AND DEED. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL. LANE COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE NOT ARY PUBLIC FOR OREGON MY COMMISSION EXPIRES: NOTE /' REGISTERED PROFESSIONAL LAND SURVEYOR '" NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. PER DEED RECORDED JULY 26, 1956, REEL 84-0, RECEPTION NO 90751 AND PER DEED RECORDED APRIL 17, 1959 REEL 131-0, RECEPTION NO. 65337 LANE COUNTY OREGON OFFICIAL RECORDS, THE SITE IS SUBJECT TO AN ACCESS RESTRICTION ALONG THE NORTHERN BOUNDARY OF LOTS I, 2, 3, AND 4 WHERE THEY ABUT THE EUGENE -SPRINGFIELD HIGHWAY 1-105. JONA THAN A. OAKES L.S. NO. 2105 <0::;;... )~J\,~ AFFIDA VIT OF CONSENT RECORDED DOCUMENT NO. 2007- LANE COUNTY OREGON OFFICIAL RECORDS. , 2007 OREGON JUL Y 13, 1984 JONA THAN A. OAKES " 2105 ./ EXPIRES: DECEMBER 31, 2008 A BLANKET EASEMENT OVER THE PROPERTY WAS GRANTED TO THE CITY OF EUGENE FOR ELECTRIC DISTRIBUTION IN THAT CERTAIN DOCUMENT RECORDED OCTOBER 14, 1937, INSTRUMENT NO. 55266. . . .. ,. /'"' ~ -07 \ SU82006-00055 -------~---_.---_.. .-..---.-.---...--., "-. ASSESSOR'S MAP NO. 17-03-27-31, TAX LOTS 900, 1000, &. 3601 PLOTTER: HP DESIGN JET 650C INK: HP #S1640A INK FILM: CONTINENT AL MYLAR JPC 4M2 POAGE ENGINEERING & SUR,VEYING, INC. P.O. BOX 2527 .. nUGENE, OREGON 97402 .. (541) 485-4505 JOB No. 3464 .. DRAWN: MJK\3464PLAT.GCD It 5-10-07 PAGE 3 OF 3 ~