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'It' V "':t" ~ M I/) I/) I/) ~ ;;;-;;, ;;;- o ~8000QQQ --=~~~~!:..~ o Z r--000\0"':t"1/)r--00 .....--C'fN~NN 20000000 ..... 0\ 0\. 0\ 0\ 0\ 0\ 0\ .~ 0::: - -JO ~ "" cz<t)- ~5 0 w w ~ m en f'l') ~ ~ ~ ~~~; :;;- !!!w(/) ~.~ (/) '0 C) La.. , 0 ..... .... W IJ) ~~~ ~6 a:: Q..~- ~~ ~ W " / NORTH 1100 o o ~ o o t-4 o o o t-4 I ,i~ II I I I II RECORDED DA, TE:,~,2" ",. ,'~' e" '0<; TYCLERK BY: ' ... II II ,Iii 11111 II ~IIII II i_ I 1'1 'rJ) " C:t. ~ < 'ra:: " rJ) C) t5~< ~ 1/), I/) Ar-- .....r-- I/) , , NI/) ........ CIO ..... o 0\ ,€S'(,;8 ......., , " '" .SL'861 LANE COUNTY SURVEYORS OFFICE CSF NO. 1//72.3 FILE DATE2.3.1Jt'C '09 S Division of Chief Deputy Clerk Lane County Deeds and Records b!l~lJ0!2'0J0011~1J0011010 II I RPR, SUBD c' l 1 Sl. ' , 12/23/2009 09: 07 : 24 AM - , n = n=9 CASHIER 06 $5.00 $1,030.00 $10.00 $11.00 $16.00 ~ ~ '0 o f'"'4 II ::r: u z ..... t-4 ~ ~ ~ en Q ~ ~ f-4~ ~~<<i ~~~ ~ ~~~ ~ ~~~ o z ....; r-- - ~s H~8v ~ C/i :>t C/i """"" <( o 0\ v ~ (J{~VArnd) aVO(I 'IfiVH ~:3:s.nJ{VH~~A~.M. f-< en ~ ~ ~ in' N ........~ .t>L'L90r !::; ~ ~ ii1 . _ J.o ,.00 OOl , ." T' '~\..,... .,..... '1~ (H::iINHOO O1Q O~ ~S ASlva '10) ,L6'0t9Zi :!l..OS.8170 ION " S06017JlSO "0''1'0 ~IWWVH .M. V .!IO ~:ilNCIOO .M.N aA-t OJ. ~3NHO;) /AS 3Hj. WOH,!{ .6I'LSOS '3..0S.8Po ION ,,~DNmV:il8 .!fO SIsva.. 00 et5 '-"'l'il CIOo Sz O\l'il - rz. .00'00 I ~ ,~~ X. 0\ l1') 00 I/) t--. II) ~ ~ ~. o ..........ril 1:--0 Sz O\ril '-"~ }{ "01 1< , ,,'. ti ;a ~ ..... j$f... OI~ ~c? ....,lI) r-- lI)- &1B9~N k 'tl~~~~ ~ f:QS2rzl~ ".I ril - ::s 0 f-< - ~>CfP~~ ~ <~l'J}~0~' 00 ofi rz. en ~ \0 ~ -cr o 0 ~ ~ ~ o~ o ril ~, C)O Z 0 . ,00'8S I ff ~ ~ 1,. " ., ~ o Z .00'00 I ~ , I 'I J t. "".... x \0 II) ~. C/i ('I) II) fIj If) II) 3; ~ I ~V'1d .M.VHSNIH 'M.'~ ~s H~L ~ ....... ~~)~.~i~~1~ $1.072.00 1.0 JX. o N Ii , ! U) t! J .~~. & t))~ ~ I ~~ia O)~~ J :5 ~~I ....... ~ &&: ~~~ ! c::~J. 0 Q$~ I ~ (.) Cl.SS!t ~ t: ~ 'lP( ~ !~ ~o a~ J~ 00 ~ 8 , I/) 8 N ~ en o Z ~ ~ o :1 el ~ ~ {/.) ~ b () ,- ~ ..... o z ~ ~ ~ , N ('I') ~ o r-. ..... ~ rJ} ~. o {/.) en ~ {/.) < - '''~';~~l' "1""- 4"~V LI 2 0:: to ()Q~ o sJoOO J) to <i I, ....1111111 'I RECORDED DA,"TE:~, ",C.,' '0,9 CLERf(: BY: WESTWIND ESTATES BEING A SUBDIVISION OF A PORTION OF THE A.W. HAMMIT D9NATION LAND CLAIM NO. 38 'IN THE SE QUARTER OF SECTION 32~ IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAMEll'~ MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OFSECTIQN 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMEll'J;!; MERIDIAN CITY OF SPRINGFIELD, LANE COUN1Y, OREGON OCTOBER 21,2009 FD. BRASS DISK ON IP. UP 0.15', STRAIGlIT. STAMPED "LANE COUNTY SURVEYORS OFFICE. T17S. R2W. C62, C38. C55, 1988"; NW CORNER A. W. HAMMIT DLC, NO. 38; SEE CORNER REPORT INDEX NO. 11172. LANE COUNTY SURVEYORS OFFICE; HElD 55 LANE COUNTY SURVEYORS OFFICE CSF NO, '1/72.3 FILE DATF~3~. '09 S D.4lSY'STtaWlll ~at' 1" f...... ..... S86.01'13"E 3.87' ~" III 00 ....... I/) o ..... ~ o I/) 00 v o ..... 0- Z 20' WATERLINE EASEMENT PER DOCUMENT NO. 8332317 DBTAIL "Aft NOT TO SCALE '\ 2 ) )~.Oi )~75 ' I II I I I III $1,072 ,00 '11219012~09017J5750010010 /'23 09 7 12 ,/20 09:0 :24 AM RPR-SUBD Cnl=1 Sln=9 CASHIER 06 $5.00 $1,030.00 $10.00 $11.00 $16.00 Division of Chief Depuly Clerk Lane Counly Deeds and Records S87001'22"E 84.98' LENGTH-82.17' RADIUS-370.00' DELTA-12043'28" TRACT B CHORDaN79039'29"W, 82.00' , I I,~ .... r-.. _0\_ d t-.. '" N LEGEND: 54 ~ 55 00 ~ o DAISY I:>! KEET CONVEYED TO CITY OF SPRINGFIELD (:) ""'111 II, INSTRUMENT NO. 2002-016522 Z N88000'3S"W 4.03' SEE SHEET 2 OF 6 CD _ L=:91.8Q' . Ci --- D.4le \ ~. _ '" ~ N7.tios J'" ~ . - ~ . -:::::- ~ ~ '----':"': 1'39"W, · I [,.:;84.98' ~ ~ - ~, - '. ~\ \ C2 ::;;. \ 160.';9:---17._4.2'7' POIIn' 01'..::::.. \ - , BEGlIftmfG 01' -... '--S86001' 13" ~ f3' --- PARCBL CONTAllOlfG 3.87' E - S7~05 ' i:;j TRACTS "8" "e" 81".... SEE DETAIL "A" ,139''J!: ~, AlfD Lars 1-27 ABOVE 12'7.13' - 2670.97' I'ROII THB ~ lfW CORNBR AW ~ C'f BAllIIIT DLe 110. 38 ..... DENOTES FOUND 5/8H x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC"; SET IN CSF 40908. (UNLESS OTHERWISE NOTED) DENOTES SET 5/8" x 30" REBAR WITH YELLOW PIASTIC CAP STAMPED "KPFF INC." . CURVE TABLE CHORD DIRECTION N79026'26"W N81031'44"W S36000'19"E N82043'27uW N22052'37"W S03025'09"E N26031'22"W N35031'09"E 838005'11 "W 874036'23"E 816021'52"W S07032'59"W '8020~9'51"W N28007'30"E N40043'18"E 844030'00"W 819042'02"W N49003'24"W N25018'07"W N25054'37"W 806043'54"W 8020 19'39"E N02046'05"W S07025'15"E S02008'57"E S07035'56"E 8540 17'08"E S12046'43"E S25010'45"W N30045'58"E S40050'39"W SI8028'38"W CHORD DI8T 84.79 91.60 298.19 283.35 51.09 50.53 123.56 67.19 96.07 283.14 49.95 49.95 7.32 52.75 45.98 20.02 77.40 30.53 92.27 102.48 46.78 43.00 24.17 11.30 35.59 11.24 2.35 17.82 49.95 109.05 60.03 171.66 DELTA 13009'34" 13008'59" 22026'30" 26056'56" 3049'17" 10032'36" 56045'02" 22008'03" 16059'59" 27009'21" 8048'53" 8048'53" 1017'23" 13027150" 11043'45" 4010'19" 16010'46" 11040'57" 35049'37" 55031'33" 9045'29" 8021'36" 9014'28" 2032'23" 10008'58" 2011'00" 1013'29" 8010'32" 8048'53" 31038'23" 11029102" 33014'58" LENGTH RADIUS 84.98 370.00 91.80 400.00 300.11 766.20 285.98 608.02 51.10 766.20 50.60 275.00 128.76 130.00 67.60 175.00 96.43 325.00 285.80 603.01 50.00 325.00 50.00 325.00 7.32 325.00 52.87 225.00 46.06 225.00 20.02 275.00 77.66 275.00 30.58 150.00 93.79 150.00 106.60 110.00 46.84 275.00 43.04 295.00 24.19 150.00 11.30 255.00 35.64 201.18 11.24 295.00 2.35 110.00 17.84 125.00 50.00 325.00 110.44 200.00 60.13300.00 174.09 300.00 CURVE C2 C4 C9 CI0 Cl4 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C4S C46 Cl12 Cl13 Cl14 Cl15 C116 C126 p 20' WATE, RUNE EASEMENT\ PE~ D9.C. NO. 8332317 ~ " Q -'\ \ DENOTES SET 5/8" x 30" REBAR ~H YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED 0' )( ALUM' CS CSF CALC DN FD LC LT IP IR POB POS RT RW IROFW SC S.F. ST STA TS WI YPC ( 314 ) DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULAlr.1J DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON t"J.J:"l!, DENOTES IRON ROD DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC! CAP DENOTES MONUMENT NUMBER DAISY STREET TRACT B 26,056 S. F. 52 BLUEBELLE PARK ~600') ..:;~, "19~ 1.30 LOT 1 '<0' 7,126 S.F. FENCE 0.8' EAST SET MONUMENT AS SHOWN N690 S69013'42"E 1.00' DUE TO ). la~:t". 14.t!..riCE lit 106 .S1-' CSF 22916 ~ t-.. ~ _ t-.. ..~ ~ 'b. ~~ '+~ ~ -+0 ~ 4b~ .,~ ~ 00 '10.. ...... ..;- r-: ~ 51 LINE TABLE LENGTH 15.45 20.20 20.20 26.28 3.28 23.19 BEARING Nl4058119HE N06057'24"W S77009'40"W N78040'46"E SOI051'09"W N01051'09"E LINE Ll L2 L3 L4 L5 L7 I I ~ ~ -ui 0 ~ I/) 50 ~ , ;.~ .... 0 z 8 0 I/) -p 8 0 tI') 49 ;.f LOT 3 4.921 S.F. ~ it) r-- f'o- 1.0 ; I/) NSS.08'51"W A, 83.22' C33 0 LOT 4 f8 4,156 S.F. c-i ~ S88008'51"E 83.10' LOT 13 5,026 S.F. o S88008'51 'IE g 80.00' ~ LOT 16 \0 4,800 S.F. LSg 8 rl o :510\ \0 ~ci == ~ () i-t GO . ~ S88008'51 "E 80.00' () o o 8 :8 o LOT 12 .. \0 4.800 S.F. ~ f5 C'f ~ Ll oS~ fIJ~ 8 :;a('l')io o f-t. ~ J 1': tI') ~ 0 .~~ ,o~~ - t)0 ~ i~ () LOTS 4,154 S.F. N88008'51 'W 83.07' 8 ~ LOT 6 g ~ 4,1528.F. r-- >.f t, SSS008'51"E 8 t 83.03' o TRACT F <rl' 3,321 S.F. , (f NS8"OS'51"W ; 83.00' N88"08'51"W 80.00' g N8800S'Sl "W 80.00' ~ 0\ () 9 .... I/) o .... o ~ 0 8 8 ~ 0 0 LOT 17 0 o WT 11 ;n ~ g 4,800 S.F. \0 \0 4,800 S.F. 0 \0 ~ '- S88008'51"E S8800S'51"E 9, 80.00' 80.00,8 8 LOT 18 8 8- ~ ~. LOT 10 '"" 4,845 S.F. o 4,SOO S.F. \0 NOTE: o 1.) EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 40908. " /: REGISTERED PROFESSIONAL ,LA,A,', DO ~ SUR!EYOR .. f!M!~ fREGON JUNE 30. 1997 TROY' T. TETSUKA 2841 " ", EXPIRES 6/30/10 UNION TERRACE 2.) NO BUILDING, STRUCTURE, TREES, SHRUBS, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON ORIN A PUBLIC UTILITY EASEMENT SHOWN HEREON: g 8 g LOT 7 8 o 4,149 S.F. tI') S88008'51"E 82.97' NSS008'5}'W 80.00' 83.13' (; 25' 25' P-2 ~ $ LOT 19 r-- a -! LOT 9c-i ~ 6,067 S.F. \0 (-... ~ t! ~ 5,470 S.F. ~ I u:; ~0.80':""-- 25.251 25.25' ~83048'05uW I/) ~ 229.08'____ (1) - 89' -~05I1E 526. , ~0~9'_ ---0- , KELLY ROAD . _ r-c-\.\1 ~O~B, ~S:SHEET40:A~ AssEsSOR;;; WJ>17 02 r TAx LOT N?.I04 ..1 em OFSPRrnG~'EWeASE N? .suB2~5-00048 t J-f ,0 " - -! ~ ~ LOT 8 ~ C 4,768 S.F. _ ~ t:C1 ----L-83.7~ P-3 521.97' 120 60 o 30 60 ~ <J! SCALE: 1 INCH = 60 FEET III!llJ fs~1J:f}!!'~~te 7s!JfJ!!:!tt{~ " '(503) 227-3251 Civil Fax (503) 274--4681 PorllMd s..m. LH A".... 8M F'Mcl<<;o SMI ~ PhHnIx Itm. ..,.. PROJECT NO. 309826.00 SHEET 30F 6 SibbO 0) -j-Q '"" ", - ' \ \ - ~ .. ~ ,~ ~~ . .~ ~~ .~ , ~~~ RECORDED DA.TE: ~.o...;. '.' /09 NTV' CLERK BY: - SEE SHEET 3 OF 6 LANE COUNTY SURVEYORS OFFICE CSF NO, 1(/723 FILE DATF~. '09 S --, , -LI"- -- - I I --"-- B()OT1I pLLY ROAD 5"E 526.89' N83048'O ~ -- 2~08' -~ -- 188.84' ---- - ....... 1- ~OM.010a1a " Division of Chief Deputy Clerk Lane County Deeds and Records ~9'; .... 0 ~~~:Ol'U N83048'05"E III I I I III $1,072.00 0112190121090070~7e0011010- · ',' ", -'. 12/23/2009 09:07:24 AM RPR-SUBD enl:1 Sln=9 CASHIER 06 $5.00$1/030.00 $10.00 $11.00$16.00 -i . .... ~61o 'OJ, 't<~ <I)> '<10' LINE TA )LE LENGTH 34.94 40.15 24.59 28.32 34.93 17.97 10.21 31.99 20.90 28.49 24.39 25.01 27.41 21.98 30.87 18.52 34.50 14.90 37.84 11. 56 54.77 13.87 21.21 21.21 13.87 fzl ~ 00 ~ ~J. o. z LINE Lll L12 LI3 L14 LIS L16 LI7 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 !A3 L44 BEARING N42058'09"W N38036' 15"W S61053'35"E N61053'35"W S60032'36"E N60002'41"W N75021 '43"W S58044'27"E N58011'48"W S56057'34"E N56024'56"W S55007'56"E S54030'OO"E N53029'09'W N52039'07"W S51047'52"E S50048'13"E S50027'36"E N49007'32"W N4s055'Q6"W S47004'21"E S47004,21"E S020Q4'21"E S8r55'39"W N47004'21"W WESTWIND ESTATES BEING A SUBDMSION OF A POKliON OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN, ! AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21,2009 BASEMENT DETAIL "e" KOT TO SCALE unuTY EASEMENT PER DOCUMENT NO. 8322991 LEGEND: DENOTES FOUND S/S" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908~ (UNLESS OTHERWISE NOTED) DENOTES SET 5/S" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED ~KPFF INC.~ DENOTES SET 5/S"x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "Ml'lf lNC." TO BE POST MONUMENTED . {J ,,~ ,~OJ o~ ./' TRACT E .~ot ~ sc:fj. ./ '\ ~ ~ \\':) "l-~~'./ \~ a :,/ 'C)"~'$ ././ ) (<\ 0, S ./ .....-; tOt fr. ; ./ \E>~1 ~.('j:J '<:)~~./\ /. (fa ~~~ .()() . b /' qa Va c ~~~ 't-~ /' \ t)# t>~ J S.:J /' /' ) /' /~-i ,,~ /' ,'0' '<:><:) ~<:> ~~~ o )(. ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW I ROFW SC S.F. ST STA TS WI YPC ( 314 ) DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULATED DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON PIPE DENOTES IRON ROO DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER SEE SHEET 5 OF 6 LOT 100 ~fJ$t ~1"S , 'l.~'~___ --- --- SPIRAL TABLE LENGTH I RADIUS' CHORD BEARING .30' OFFSET SPIRAL S48019tQ4"E 275.40 11432.39 S4s018'31"E 30' OFFSET SPIRAL S4r51'S4"E 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024tOS"E 30' OFFSET SPIRAL S66024'3S"E w }5 SPIRAL SPl SP2 SP3 SP4 SPS SP6 CHORD DIST. 278.17 . 275.24 207.75 210.00 209.95 207.75 BASEMENT DETAIL U]B" NQT TO SCALE UTILITY EASEMENT PER DOCUMENT NO. 8322991 CURVE TABLE DELTA CHORD DIST 20035'59" 522.95 28616'29" 263.17 6051'42" 64.98 65028'38" 243.36 16033'08" 439.02 12053'51" 393: 10 43006'13". 91.84 27009'21" 283.14 13648'56" 60.14- 12036'18" 54.89 12036'18" 54.89 24032'31" 85.01 20032'34" 72.14 13627'09" 47.82 0028'18" 12.76 5005'07"' 129.75 20008'59" 36.74 1 043'26" 53.25 1 036'50" 49.85 1 036'53" 49.S8 1036'40" 49.77 1037,OS" 50.01 1036'35" 49.72 1037'16" 50.0S 0053'43" 27.66 CURVE TABLE ~ CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION C65 50.00 1550.00 1050'54" 50.00 N62013'41"W C66 50.00 1550.00 1050'54" 50.00 N60022'47"W .~ C67 50.00 1550.00 1050'54" 50.00 N58031'57"W ~ C68 50.00 1550.00 1050'54" 50.00 N56041 'OO"W C69 50.00 1550.00 1050'54" 50.00 N54050'05"W C70 49.59 1550.00 1049'59" 49.59 N52059'39"W NOTE: C71 50.01 1550.00 lO50'S5" SO.01 N51 009' 11 "W C72 35.39 1550.00 1018'30" 35.39 N47043'36"W t.} EXTERIOR PlAT C73 50.00 1550.00 1050'53" 49.99 N49018'17"W BOUNDARY DETERMINED C74 27.31 1730.00 0054'17" 27.31 N47031'29"W BY CSF 40908. C75 34.76 145.00 13044'02" 34.67 S36042'13"E 2.} NO BUILDING, C76 49.46 1730.00 1038' 16" 49.45 N59009'03"W STRUCTURE, TREES, C77 41.50 145.00 16"23'57" 41.36 S51046'13"E SHRUBS, OR OTHER C78 52.11 1730.00 1043'33" 52.11 N5702S'09"W OB.,lt<UCTION SHALL BE C79 52.11 1730.00 1043'33" 52.n N55044'36"W PLACED OR LOCAll!.lJ ON OR C80 52.11 1730.00 1"43'33" 52.11 N54001'03"W IN A PUBLIC um..ITY C81 52.11 1730.00 1043'33" 52.11 N52017'30"W EASEMENT SHOWN HEREON. C82 52.11 1730.00 1043'33" 52.11 N50033'57"W C83 52.11 1730.00 1043'33" 52.11 N48050'24"W CURVE TABLE (EASEMENTS) C102 85.95 250.00 19041 '57" 85.53 S53046'30"E CURVE DELTA RADIUS LENGTH CHORD C103 } 433.33 11500.00 16033'08" 431.83 N5so20'5S"W C150 0.32'21" 1462.39' 13.76' N72.18'38"W 13.76' C124 18.07 1 542.92 1054'26" 18.07 861058'5S"E C151 4.41'50" 1462.39' 119.89' J~65.08'47"W 119.86' C125 46.95 542.92 4057'17" 46.93 S65024t41"E C152. 0.29'52" 1462.39' 12.70' N62.33'09"W 12.70' C127 18.19 853.23 1013'17" 18.19 N596S3f02"W C153 5.51'03" 1462.39' 149.34' N59.22t 41"W 149.27' C128 1395.99 11462.39 15030'53" 394.78 N59044' 16"W C154 0.25'13" 1462.39' . 10.73' N56'14'33"W 10.73' CHORD DIRECTION N62016'49"W N82003'41"W N64027t34"W S30053t09"E N55020'55"W N53.31'16"W N38625'05"W S74036'23"E S11048'27"E S25001 '04"E S37037'22"E SI6050'4S"E 839027'13"E S56050'22"E N63023' 19"W N70002' 16"W 849053'42"E N58031'09"W NS605rOl"W N55014'10"W N53037'23"W N52000'29"W N50023'37"W N48046'42"W N47031'12"W LENGTH RADIUS 52S.78 1462.39 265.86 538.74 65.02 542.92 257.13 225.00 440.55 152S.00 393.93 1750.00 94.04 125.00 285.80 603.01 60.28 250.00 55.00 250.00 55.00 250.00 8S.67 200.00 72.53 202.30 47.93 204~13 12.76 1550.00 129.79 1462.39 36.93 105.00 I 53.25 11770.00 49.86 1770.00 49.88 1770.00 r 49.77 1770.00 SO.OI 1770.00 49.72 1770.00 50.08 11770.00 27.66 11770.00' CURVE C6 Cll C12 C17 Ct8 C24 C25 C30 C41 C48 C49 C50 C51 C52 C53 C54 C55 C56 C51 C58 C59 C60 C61 C62 C63 /' , REGISTERED PROFESSIONAL ;SURVEYOR . .~t... EGON '. Jut-<< 30, 1997 TROY T. TETSUKA 2841 I " " / EXPIRES 6/30/10 " o 60 30 120 60 SCALE: 1 INCH = 60 FEET I1lIf'I"I Consulting Engineers W ~ m SW Fifth A~~ Sute 25(X) Patland, 00 97204-8628 .... . . ,. . (5(3) 227~32S1 eM Fax (503) 274-4681 ' Port/Md s..ttM LOIIAtt(IIIIH 8M FrMH:IM:o s.n I*IIO PhHnIx. IrrIM v;,... PROJECT NO. 309826.00 SHEET 4 OF 6 , , , IAS~ESS~R'S~"l~ O~, 32,,~;J'\X L?! N~~ 1~ _ ,~I1Y O~ SPRI~?FIE~~ CASE,~O:,SUB200S~OO~8 stvud 'l) ~-o S 1,"kr.;...~ 1..1. f\\1Qt1S",:1Y J. ' i \I~iJ 'l"W1 ~ _.ilI LINE TABLE LINE LENGTH LI8 21.21 L19 21.21 L22 19.95 L41 21.30 L49 36.44 LSO 34.71 L51 9.96 L52 42.90 L53 lS.73 L54 31.18 L55 22.04 L56 27.96 L57 22.04 L58 27.96 L59 22.04 L6027.96 L61 22.04 L62 27.96 L63 22.04 L64 27.96 L65 26.28 L66 31.44 L67 25.85 L68 30.28 L69 22.97 L70 59.97 I . CURVE C8 C19 C23 C30 C64 C84 C85 C86 C87 C88 C89 Cgo C91 C92 C93 C94 C9S C96 C97 C98 C99 CI00 CI01 CI04 CI05 CI06 CI07 CI08 CI09 CllO CllI C129 C130 C131 C132 WESTWIND ESTATES BEING A SUBDIVISION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST~ OF THE WILLAMEITE MERIDIAN AND IN THE A.W. HAMMIT DONATION LAND CWM NO. 86 ' IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY,OREGON OCTOBER 21,2009 BEARING N02004'21"W N8r5S'39"E Nso036'27"E N420S4'56"W S72021 '08"E S68010'21"E S68010'21"E S68010'21"E S68010'21"E S5S029'52"E N55029'S2"W N5so29'S2"W N5SlJ29'S2"W N5S029'S2"W N5so29'S2"W NSs029'52"W N55029'52"W N5s029'S2"W NSs029'52"W NS5029'S2"W S54040'08"E N50020'00"W S50020'00''E N440 10'0 1"W S44010'01"E S44012'30"E SPIRAL TABLE LENGTH I RADIUS CHORD BEARING 30' OFFSET SPIRAL S48019'04"E 275.40 I 1432.39 848018'31 "E 30' OFFSET SPIRAL S47051'54"E 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024'08"E 30' OFFSET SPIRAL S66024'35"E FD 5/8" IR W /YPC MARKO "}ui}l'}l" INC" HELD PER CSF 40908 ALSO FD 5/8" IR FLUSH, STRAIGHT SET IN CSF 36047 SOl052'25"W 0.45' 1lr.t1".t ~lT8,e.lt . .E.ttlT.t~ CaO O..tn (P 1.,""285 . ~.4~b .80' ." ..) SPIRAL SPl sn SP3 SP4 SP5 SP6 CHORD DIST. 278.17 275.24 207.75 210.00 209.95 207.75 ~57 ~o ~>- 5(6\ ~ ~<9 i) .~ '57- '. 65.66' FENCE 1.2' S88011 '03"E WEST TRACf G 14,825 S. F. 1.718 ACRES (SEE NOTE II, SHEET 6) SEE SHEET 4 OF 6 in '11:) t/') 10 .-j S84021'03"E 191.23' BUILDING ENVELOPE (SEE NOTE 10, SHEET 6) ~ FENCE. 2.3' WEST TRACf D 88,753 S. F. 2.037 ACRES " - ~ r-i 0\ ~ 0\ f... 0\ cO (W) FD 5/8" IR, FLUSH, STRAIGHT ..... SET IN CSF 23776 HELD 0.04' EAST PER CSF 40908 FENCE 2.4' WEST FENCE 1.7' WEST FENCE 1.3' WEST 00 \0 N C'i 00 ~ if) C'i N II) o ..... o 00 FENCE 0.2' WEST f... I/) ...t- 0\ tl ~I ~ \0 0 0\ ~ ~ ..... = C'i 5/f FENCE 2.4' WEST CURVE TABLE LENGTH RADIUS DELTA CHORD DIST 316.48 1402.39 12055'47" 315.81 69.85 475.00 8025'31" 69.79 36.76 250.00 8025'31" 36.73 285.80 603.01 27009'21" 283.14 33.82 230.00 8025'31" 33.79 6.82 380.00 1001'43" 6.82 50.21 380.00 7034'17" 50.18 51.25 ~ 380.00 7043'36" I 51.21 53.36 I 380.00 8002'42" 53.31 46.97 I 56.00 48003'31" 1 45.61 8.43 1380.00 1016'18" I 8.43 41.72 1 56.00 42041'20" I 40.16 5.60 I 21.00 15016'14" I 5.58 13.25 21.00 36009'44" 1 13.04 9.31 9.00 I 59018'02"1 8.90 6.40 270.00 I P21'29" 6.40 33.30 270.00 I 7004'03" I 33.28 4.67 I 420.00 I 0038'14" 1 4.61 50.16 I 420.00 I 6050'32" I 50.13 50.21. 1420.00 16050'59" 50.18 47.03 420.00 6024'56" 1 47.00 14.05 I 420.00 . 1055'01" I 14.05 34.91 I 25.00 1 80000'00" I 32.14 73.53 -I 500.00 I 8025'31" I 73.46 285.031 500.00 1 32039'42" 1 281.18 41.52 450.00 I 5017'13" I 41.51 24.651 450.00 I 3008'18" I 24.65 36.65 I 450.00 I 4040'01" I 36.64 54.08 I 450.00 I 6053'08" I 54.05 49.99 [450.00 6021'54".' 49.97 50.00 450.00 6021'58" I 49.91 240.19 1475.00 28058'20" ( 237.64 (30.59 1475.00 I 3041'22" 30.58 158.21 1400.00 1 22039'42" 157.18 62.83 I 45.00 ., 80000'00" I 57.85 CHORD DIRECTION S57008' 14"E S51017'06"E S51017'06"E S74036'23"E S51017'06"E S56000'44"E S60018'44"E S67057'40"E S7S050'49"E N57006'43"W S80030'19"E Nl1D44'17"W N 17020'34"E N43003'35"E S31029'27"W S4704S'05"E S51057'51"E S55048'59"E S59D33'22"E S66024'07"E S73002'05"E S77012'04"E N38009'34"W S5P17'06"E S71049'43"E S49042'57"E S53055'43"E S57049'52"E S63036'2TE S70013'59"E S76D35'55"E N69059'02"W S86018'53"E N66049'43"W S38009'34"E fIJ '0 t/') o ..... o 00 C'l (W) ~ r-- FENCE 2.5' WEST 20' ~ C]<9 ........ , ~{q -- ~ FENCE 2.5' WEST ~ Pe:~ ~ --- ~r: .() u'l'. . C{Ds- 00%<-11'];"-..... . ~4'"7' ~~<S:~ ~ ~A~ Q 8. ~'7e~ "-.....' ..... . . ~<< l' . ..~ :99< _____.... .... r-. .. CI30 ..'~;{) SET MONUMENT AS SHOWN N88009'34"W 7.00' DUE TO TREE AT ACfUAL LOCATION ------= ~ 0 w N90.00'00"E g 10.00' ~ ~lor--, ~ 8~1 1~S3 z~, ~ 8 I I~(I) I N1' ." .30' OffSET SPIRAL CHORD I ... r- N4T01'OS"W, 13.67' I 73.84' TRACT E 72,818 S. F. ;; ~> (W) o ''It' ..... ~ "0 ~~ ')l'<S\ ':" Q\.,o .9Q~ 'it '~ ~.>. <9 ../>. -lc ~ ... /11560<<1~1ti ~. , ". , aSt,w"~ <Or . i>St FENCE 1.9' WEST .30' OFfSET SPIRAL CHORD N46.37'40.W, 80.23' FD 5/8" IR, FLUSH, STRAIGHT SET IN CSF 23776 HELD PER CSF 40908 FENCE 3.1' WEST EASEMENT DETAIL ItD" NOT TO SCALE 10' WIDE UTILITY EASEMENT PER DOCUMENT NO. 8322991 .~ ASSESSOR;S MAP 170232- TAX LOT NO. 104 I CITY OF SPRINGFIELD CASE'NO~ SUB2005~00048' I II ,II 1,1 I "I, II , I ,I ,Ii I I II I I I I ,I I I I ,I I I 1,1 I I 1,1 I ....... ......... ~ RECORDED D. ATE:MJ' '. .' .'. ". ,.. /09 . ERK BY:. , - LANE COUNTY SURVEYORS OFFICE CSF NO. 'tL!Z23 FILE BArF:23 O~. /09 S Division of Chief Deputy Clerk Lane County Deeds and Reoords '\ l~~~.~7~5'5 ' ,L1LJ007,5710110 III $1,072.00 12/23/2009 09:07:24 AM RPR-SUBD Cnt:1 Sln=9 CASWIER 06 $5.00 $1,030.00 $10.00 $11.00$16.00 LEGEND: DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NOTED) . DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." o DENOTES SET 5/~" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED . JJ )( ,ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW/ROFW SC S.F. ST STA TS WI YPC ( 314 ) DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUN1Y SURVEY NO. DENOTES CALCULATED DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON PIPE DENOTES IRON ROD DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER NOTE: /' " REGISTERED PROFESSIONAL 14Ji.YOR JUNE 30, 1997 TROY T. TETSUKA " " , , '" 2841, ,/ EXPIRES 6/30/10 1.) EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 40908. 2.) NO BUILDING, STRUCTURE, TREES, SHRUBS, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT SHOWN HEREON. 60 o 30 60 120 SCALE: 1 INCH = 60 FEET f1IIIrD. C.onsu/ting En.' 9inee..rs W ft/IM. 111 svv. Fdth AVEY1~ Site 2500 Pa1IancI. OR 97204..-3628 (503) 227-3251 CM Fax (503) 274-4681 PotIlMd ....,. LIM AngtI/H SM' FrMCltlco SM DItIs10 PhHnIx bIM ".... PROJECT NO. 309826.00 .I' SHEET 5 OF 6 '-:::; ~ud OJ -j-O <f) SURVEYOR'S CERTIfICATE I. TROY T TETSUKA, HEREBY SAY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE MAP OF,WES1WIND ESTATES AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A SUBDIVISION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, IN THE SE QUARTER OF ' SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF mE WILLAMEl H!i MERIDIAN, AND IN mE A.W. HAMMIT DONATION LAND CLAIM NO. 86, IN THE NW QUAKl.t!lK OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSlDP 18 SOUTH, RANGE 2 WEST. OF THE WILLAMEITE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON. TRACT "A" COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38. BEING MARKED BY A FOUND 2-1/2" BRASS DISK; THENCE AWNG mE WEST LINE OF SAlD DONATION LAND CLAIM SOUTH 01048'50" WEST, 1543.22 FEET TO THE SOUTHWEST CORNER OF THAT TRACT OF LAND CONVEYED TO THE CITY OF SPRINGFIElD IN mAT CERTAIN DEED RECORDED MARCH I, 1973, RECEPTION NO. 73-08919, LANE COUNTY OFFICIAL RECORDS AND TIlE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT "A", ALSO BEING THE INITIAL POINT FOR THE HEREIN DESCRIBED PLAT OF WESlWIND ESTATgS, BEING MARKED BY A FOUND 5/8" IRON ROD WITIl YELLOW PLASTIC CAP STAMPED "Kr.rl' INC";THENCE LEAVING THE WEST LINE OF SAID DONATION LAND CLAIM AND ALONG THE SOUTII LINE OF SAID CITY OF SPRINGFIELD TRACT soum 88004'42" EAST, 100.00 FEET TO THE SOUTIiEAST CORNER OF SAID cm OF SPRINGFIELD TRACT; THENCE ALONG mE EASTERLY LINE OF SAID CITY OF S:INGF LD TRACT NORTII 01048'50" EAST, 250.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF MCKENZIE HI AY; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE soum 88004'42" EAST, 105.00 FEET; THENCE G SAID SOUTH RIGHT-OF-WAY LINE SOUTH 01"49'26" WJi;ST, 1101.50 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 766.20 FOOT RADIUS CURVE CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 20003'35" (THE LONG CHORD OF WHICH BEARS SOUTH 08012'22" EAST, 266.89 FEET) AN ARC DISTANCE OF 268.25 FEET TO THE NORTH RIGHT-OF -WAY LINE OF DAISY STREET AS CONVEYED TO THE CITY OF SPRINGFIELD IN TIlAT CERTAIN DEED RECORDED MARCH 1,2002, RECE;F>TION NO. 2002-016522, LANE COUNTY OFFICIAL RECORDS; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE NORTH 74051'39" WEST, 153.47 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 430.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 13009'34" (THE LONG CHORD OF WHICH BEARS NORTH 81026'26" WEST, 98.54 FEET) AN ARC DISTANCE OF 98.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 88001'13" WEST, 4.05' FEET TO A POINT ON TIlE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORm 01048'50" EAST, 1067.74 FEET TO THE POINT OF BEGINNING. CONTAINING 251,539 SQUARE FEET OR 5.775 ACRES, MORE OR LESS. TOGETHER WITH; PARCEL CONTAINING TRACTS "B", "C" &; "F" AND LOTS 1-27 COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, BEING MARKED BY A FOUND 2-1/2ff BRASS DISK; THENCE ALONG THE WEST LINE OF SAID DONATION LAND CLAIM SOUTH 01048'50" WEST. 2670.97 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF DAISY STREET AS CONVEYED TO THE CITY OF SPRINGFIELD IN THAT CERTAIN DEED RECORDED MARCH 1. 2002, RECI!:PI'ION NO. 2002-016522, LANE COUNTY OFFICIAL RECORDS AND TIlE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL, BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED tlK.t:-~~ INC"; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTII 86001'13" EAST, 3.87 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 370.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 13009'34" (THE LONG CHORD OF WHICH BEARS SOUTH 79026'26'; EAST, 84.79 FEET) AN ARC DISTANCE OF 84.98 FEET TO A POINT OF TANGENCY; mENCE SOUTIl 72051 '39" EAST, 205.55 FEET TO A POINT OF NON TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 65012'56" WEST; THENCE ALONG THE ARC OF A 766;20 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 22026'30" (THE LONG CHORD OF WHICH BEARS SOUTIl 36.00'19" EAST, 298.19 FEET) AN ARC DISTANCE OF 300.11 FEET TO A POINT OF TANGENCY; THENCE SOUTH 47013'34" EAST, 437.26 FEET TO A POINT OF NON-TANGENCY ON THE NORTHERLY RIGHT-OF-WAY LINE OF BOOTH . KELLY ROAD DESCRIBED IN THAT CERTAIN DEED FROM WEYERHAEUSER TIMBER COMPANY TO BOOTH-KELLY ~ LUMBER COMPANY, RECORDED ON MARCH 2, 1955, AS INSTRUMENT NO. 55-50805, LANE COUNTY OFFICIAL i RECORDS. A RADIAL LINE THROUGH SAID POINT BEARS NORTII 20045'01" EAST; THENCE ALONG SAID NORTIlERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 608.02 FOOT RADIUS CURVE CONCAVE SOUTHERLY, mROUGHA CENTRAL ANGLE OF 26056'56" (fHE LONG CHORD OF WHICH BEARS NORTH 82043'27" WEST, 283.35 FEET) AN ARC DISTANCE OF 285.98 ~I!j.t!ll TO A POINT OF TANGENCY; THENCE SOUTH 83048'05" WEST, 521.97 TO A POINT ON THE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 01048' 50" EAST, 635.34 FEET TO THE POINT OFBEGlNNING. ' CONTAINING 276,404 SQUARE FEET OR 6.345 ACRES. MORE OR LESS. TOGETHER WITH; Tf...." I PARCEL CONTAINING TRACTS "D", "E" & "G" AND LOTS 28 8~ i. 7il01 COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, BEING MARKED BY A FOUND 2-:-1/2" BRASS DISK; THENCE ALONG mE WEST LINE OF SAID DONATION LAND CLAIM SOUTH 01048'50" WEST, 3377.00 FEET TO THE soum RIGHT-OF-WAY LINE OF BOOTH KELLY ROAD DESCRIBED IN THAT CERTAIN DEED FROM WEYERHAEUSER nMBER COMPANY TO BOOTH-KELLY LUMBER COMPANY, RECORDED ON MARCH 2, ~ 1955. AS INSTRUMENT NO. 55-50805, LANE COUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL. BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "K.t:-~I' INC"j THENCE ALONG SAID soum RIGHT-OF-WAY LINE NORm 83048'05" EAST, 531.82 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 538.74 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 28016'29" (THE LONG CHORD OF WHICH BEARS SOUTH 82003'41" EAST, 263.17 FEET) AN ARC DISTANCE OF 265.86 FEET TO A POINT OF NON-TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS NOl'U rI 22004'34" EAST; THENCE NORTIi 22006'35" EAST, 4.92 FEET TO A POINT OF NON-TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 22006'35" EAST; THENCE ALONG THE ARC OF A 542.92 FOOT RADIUS CURVE CONCAVE SOUTHERLY. THROUGH A CENTRAL ANGLE OF 6"51'42" (THE LONG CHORD OF WHICH BEARS sourn 64027'34" EAST, 64.98 FEET) AN ARC DISTANCE OF 65.02 FEET TO A POINT OF TANGENCY; THENCE SOurH 61-01'42" EAST, 217.40 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 603.01 FOOT RADIUS CURVE CONCAVE NORTIlERLY, TIlROUGH A CENTRAL ANGLE OF 27009'21" (TIlE LONG CHORD OF WHICH BEARS SOUTH 74036'23" EAST, 283.14 FEET) AN ARC DISTANCE OF 285.80 FEET TO A POINT OF TANGENCY; THENCE SOUTH 88011'03" EAST, 65.66 FEET; TIiENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE SOUTH 01052'25" WEST, 822.68 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID NORnlERLY RIGHT OF WAY LINE NORTH 67048'08" WEST, 40.25 FEET TO THE BEGINNING OF A SPIRAL CURVE; THENCE ALONG TIlE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE NORTHEASTERLY, THE LONG CHORD OF WHICH BEARS NORTH 66024'35" WEST, 207.75 FEET TO THE BEGINNING OF A SPIRAL TO CURVE; THENCE ALONG THE ARC OF A 1402.39 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, mROUGH A CENTRAL ANGLE OF 12055'47" (THE LONG CHORD OF WHICH BEARS-NORTH 57008'14" WEST. 315.81 FEET) AN ARC DISTANCE OF 316.48 FEET TO THE BEGINNING OF A CURVE TO SPIRAL; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL - CURVE CONCAVE NORTIiEASTERLY. TIiE LONG CHORD OF WHICH BEARS NORTH 47051'54" WEST, 207.75 FEET TO A POINT OF TANGENCY; mENCE NORTIl46028'21" WEST, 52.81 FEET,TO THE BEGINNING A SPIRAL CURVE; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE SOUTHWESTERLY, THE LONG CHORD OF WHICH BEARS NORTH 48019'04" WEST. 278. 17 FEET TO THE BEGINNING OF A SPIRAL TO CURVE; THENCE ALONG THE ARC OF A 1462.39 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY. THROUGH A CENTRAL ANGLE OF 20035'59" (THE LONG CHORD OF WHICH BEARS NORTH 62016'49" WEST. 522.95 FEET) AN ARC DISTANCE OF 525.78 FEETTOA POINT OF - NON-TANGENCY ON tHE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 01048. SO" EAST. 133.54 FEET TO THE POINT OF BEGINNING. COZ^:I,rro.18: ,S, Q,UARE 'FEET OR 17.222 ACRES, MORE OR LESS. ~F:fSUKA. PLSNO, 2841 . ASSESSOR'S MAP 170232 - TAX LOT NO. 104 .~ITY OF SPRINGFIELD ~AS:~ NO." SUB200,5-00048 'I WESTWIND ESTATES BEING A SUBDIVlSIONOF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMEIIJt MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY. OREGON OCTOBER 21, 2009 DECLARATIONS KNOW ALL MEN BY THESE PRESENTS THAT LIBERTYBANK. AN OREGON CHARTERED BANK IS THE OWNER OF TIlE LAND DESCRIBED HEREON,AND THEY HAVE CAUSED TInS SUBDIVISION TO BE PREPARED IN ACCORDANCE WITH THE OREGON REVISED STATUTES, CHAt'l.t!lR 92 AND DO HEREBY SUBDMDE AND PLAT THE SAME. OWNERS HEREBY DEDICATE TO THE PUBLIC FOREVER ALL STREETS AND EASEMENTS DEPICTED ON THE FACE OF THIS PLAT. OWNERS HEREBY ACKNOWLEDGE ANY EXISTING EASEMENTS SHOWN OR NOTED h.t!ltc.EON. . TRACTS "B"-"F" SHALL BE GRANu..D TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. TRACTS "A" & "G" SHALL BE GRANTED TO A NTAINED BY THE DECLARANT, ITS SUCCESSORS OR ASSIGNS. BY: JO N W. REVELL VP ANAGERCONSTRUCTION SERVICES/ENVIRONMENTAL RISK FOR: LIBERTYBANK, AN OREGON 'CHARTERED BANK STATE OF OREGON) ) COUNTY OF LANE) PERSONALLY At-t'~ARED BEFORE ME THE ABOVE NAMED JOHN W. REVELL, VP MANAGER CONi:>lKUCTION SERVICES/ENVIRONMENTAL RISK, LIBERTYBANK, AN OREGON CHARTERED BANK. WHO IS KNOWN TO ME TO BE THE INDMDUAL WHO EXECUTED THE ABOVE INstRUMENT AND HAS ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A VOLUNTARY ACT AND DEED. SUBSC ED BEF~~ '!!JDAY OF~. 2009, .:ti:J,l!. ~ (PRINT NAME) ACKNOWLEDGMENT sa NOTARY PUBLIC - OREGON COMMISSION NO. J/./)~ s. ~ COMMISSION EXPIRES: II> - ~ - at/!,) JO NARRATIVE THE PURPOSE OF THIS SURVEY IS TO PLAT AND MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH THE OREOON REVISED STATUTES IN CHAPTER 92 AND LOCAL ORDINANCES AND AS GIVEN TENTATIVE APPROVAL BY THE CITY OF SPRINGFIELD, UNDER JOURNAL NO. SUB 2005-00048, THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED CONVEYED TO LIBERTYBANK, AN OREGON CHARTERED BANK IN DEED DOCUMENT NO. 2009-059~40, LANE COUNTY, OREGON. THE BOUNDARY OF THIS PLAT WAS RESOLVED AND DETERMINED AS SHOWN ON KPFF SURVEY RECORDED UNDER CSF 40908, LANE COUNTY SURVEY RECORDS. EXISTING EASEMENT NOTES 1. A BLANKET TYPE EASEMENT EXISTS OVER THE ENTIRE SUBDIVISION, EXCEPT FOR THE NORTHERLY PORTION OF TRACT "A" (EXACT LOCATION CANNOT BE DETERMINED) FOR THE PURPOSE OF AN IRRIGATION CANAL TO EUGENE-SPRINGFIELD LAND & WATER COMPANY PER BOOK ,186, PAGE 175, RECORDED 4/29/1Q36. ' 2. AN EASEMENT (UNDEFINED WIDTH) EXISTS ALONG BOOTH KELLY ROAD AND ALONG THE SOUTIiERLY PORTION OF WEYERHAEUSER HAUL ROAD (EAST OF BOOTH KELLY) FOR THE PURPOSE OF EXISTING ELECTRIC TRANSMISSION AND DISTRIBUTION LINES TO THE CITY OF SPRINGFIELD PER RECEPTION NO. 58163 AND 58164, RECORDED 8/19/196~. 3. TRACT "A" IS SUBJECT TO POTENTIAL RIGHT-OF-WAY DEDICATION TO THE CITY OF SPRINGFIELD TO EXTEND 48TH STREET FROM MCKENZIE HIGHWAY TO DAISY STREET. THE EXACT LOCATION IS NOT DEFINED PER ARTICLE III IN RECEPI'ION NO. 8533776, RECORDED 9/24/1985. ' 4. TRACTS "A", "C", "D", AND "Gff ARE SUBJECT TOA FENCING OBLIGATION ALONG WEYERHAEUSER HAUL ROAD TO WEYERHAEUSER COMPANY PER RECEPTION NO. 2001-077441, RECORDED 9/20/2001. APPROVALS ~~CEPTANCES . CI F SPRINGFf91t:!!!!!i~(}~~ ~-~t~ /Z/-l,/-M ~:TY GF:E~S::~OR .' D:: 1,. ..,~ , . ~l,a/.u/#, LANE COUNTY BOARD OF COMMISSION~S"-7 DATE ,__ I . RECORDED , I DATE, :~,' '" ",' "~,.,('.,.,,, 09 tv CLERK , ,~~" BY:_ /"'( LANE COUNTY SURVEYORS OFFICE CSF NO, . '-//723 FILE DA TE.2J Dec. '09 S Di~islon of Chief Depuly Clerk Lane Counly Deeds and Records I II I I I III $1,072 · 00 ~112190~2~090170!7S0010~10 12/23/2009 09:07:24 AM RPR-SUBD Cnl=l Sln=9 CASHIER 06 $5.00 $1,030.00 $10.00 $11.00 $16.00 PLAT RESTRICTIONS 1. NO BUILDING, STRUCTURE, TREES, SHRUBS, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT SHOWN HEREON. 2. TRACT "A" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE DECLARANT, ITS SUCCESSORS OR ASSIGNS (A NON-DEVELOPED AREA FOR WETLANDS). FOR POTENTIAL FUTURE DEVELOPMENT OR USE AS APPROVED BY THE CITY OF SPRINGFIELD. 3. TRACT "B" SHALL BE FOR A STORM DRAINAGE POND TO BE OWNED BY THE HOMEOWNERS ASSOCIATION. THERE SHALL BE A PUBLIC DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT OVER ITS ENTIRETY. SAID EASEMENT AND MAINTENANCE AGREEMENT IS RECORDED AS DOCUMENT No.~9" '7(:)577 , LANE COUNTY RECORDS. 4. TRACT "C" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION~ 5. TRACT "D" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY mE HOMEOWNERS ASSOCIATION. 6. TRACT "E" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. TRACT "F" SHALL BE FOR A SECONDARY FIRE ACCESS TO UNION TERRACE STREET TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 8. THE REVEGETATION PLAN SHALL SHOW PLANTINGS UNDER POWER LINES THAT WILL BE NO TALLER THAN 20' AT MATURITY. 9. THERE SHALL BE A7' WIDE PUBLIC UTILITY EASEMENT ON ALL LOTS AND TRACTS ABU'ITING PUBLIC STREETS DEDICATED HEREON, AS SHOWN. 10. BUILDING ENVELOPES FOR LOTS 20 - 52 SHALL BE DEFINED AS FOLLOWS, AS SHOWN HEREON: LOTS 20 - 30 AND LOfS 45 - 52~ 10 FOOT - FRONT YARD SETBACK (ALONG soum 48TH STREET. SOUTH 48TH PLACE, GLACIER DRIVE, SOUTH 49TH PLACE, AND HOLLY STREET). 18 FOOT - GARAGE SETBACK (ALONG SOUTH 48TH STREET, SOUTH 48TH PLACE. GLACIER DRIVE, SOUTH 49TH PLACE, AND HOLLY STREET). 5 FOOT - SIDE YARD SETBACK. 10 FOOT - SIDE YARD SETBACK FOR LOT 27 ONLY (ALONG BOOTH KELLY ROAD). 5 FOOT - SIDE YARD SETBACK FOR LOT 28 ONLY (ALONG BOOTH KELLY ROAD). 10 FOOT - REAR YARD SETBACK (ALONG TRACTS C & D, AND THE EAST PLAT BOUNDARY). LOTS 31 - 44;, 10 FOOT - FRONT YARD SETBACK (ALONG SOUTH GLACIER DRIVE). 1BF.OOT - GARAGE SETBACK (ALONG GLACIER DRIVE), 5 FOOT - SIDE YARD SETBACK. TIlE BUILDING ENVELOPE SHALL BE 52' DEEP. 11. TRACT "0" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE DECLARANT, ITS SUCCESSORS OR ASSIGNS. FOR POTENTIAL FUTURE DEVELOPMENT OR USE AS kr~OVED BY mE CITY OF SPRINGFIELD. 12. DWELLINGS ON ALL LOTS MUST COMPLY WITIi THE APPLICABLE DESIGN STANDARDS OF THE CLUSTER SUBDIVISION REGULATIONS AT THE TIME OF BUILDING PERMIT APPLICATION. 13. THERE SHALL BE A 7' WIDE PUBLIC UTILITY EASEMENT ALONG THE NORTHERLY LINE OF TRACT '"F", A 7' WIDE PUBLIC UTILITY EASEMENT ABUTTING BOOTH KELLY ROAD ALONG THE SOUTIiERLY LINE OF LOTS 8, 9, 19, is 27, AND A 7' WIDE PUBLIC UTILITY EASEMENT ABUTIINGBOOTH KELLY ROAD ALONG THE NORTHERLY LINE OF LOTS 28,29,86,87, & 101, ALL AS SHOWN. ' $#I.rICT ('D q.O,Jt#$ /?4~"4 ~, ~G 't:U>1' .Dt)C ,. M 4:.C.~~ 2e>o"-7DS7~. . POST MONUMENTATION CERTIFICAr~ I, TROY T TETSUKA, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT THE CORNERS INDICATED HEREON TO BE POST-MONUMENTEDWILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS FOLLOWING THE COMPLETION OF THE STREET AND UTILITY IMPROVEMENTS, BUT NO LATER THA,I:': ONEE.,' .1YE __,AR, FR.O,M T" H" E RECORDING DATE OF ~IS PlAT,WHICHEVER OCCURS .rmST. TRO~UKA, PLS 2841 POST MONUMENTATIONCOMPLETION, NOTICE POST - MONUMENTATION OF THE CORNERS WAS COMPL~l.t!lD ON THE DAY OF , 20_, AS INDICATED AND CERTIFIED ON AN MNlJAVIT RECORDED ON THE, DAY OF , 20_AS DOCUMENT NO. , LANE COUNTY OREGON PEED RECORDS. ' / , REGISTERED , PROFESSIONAL L~D SURtY~R. , , ,', EGON JUN ,30. 1997 TROY T. TETSUKA , 2841 ' " " / EXPIRES 6/30/10 . f1II1IrII ., _ Con suI, ling, E" n9. ine,' e"T, s" ,. MM tf1 SW: Fifth A~ Stite 2500 FtrlJa~ '(;f1 97204-3628 , ' ,," ',' (503) 227~51 Civil Fax (508) 274--4681 I'orlIfIMI ...,.. LtM A,... 8M FrMCltlco 8M IJIrIgtJ Phl>>nIx II'vII>> ..,.. PROJECT NO. 309826.00 SHEET 6 OF 6' '-