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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/7/2009 t)e9/~n/n9 I?r 1'n~ J''1/~hl /1::;;n~ .$a/C7' 'pc/hI' bcih932.5 -r~1 AJ:y,II1 pnd. I~ 7M ~V+ ,egsl- or #<1 J'nosf wIt51{J,..f~ SOt/Ifu...v('j.f CO':7C/' QI -#It! T>>cvnos .a E.qfy~~a::>;u:rIrCrJ Lc".,/Clal"", ..1\6. 5$ in ~n$h/p (7 Soufh /?gn9'.ll' c. West-, &y'iIIQ"'1~ ^,<Y""idiQn -fn~l'Z:c. ,,~~ (f'o4 EG;"",(~!,." ~t. fnet'lce ~h 89 '4~. Ep5.,J. .s/~.D ~i!-r; ""~nt:a ~h C.04' eq~ 3~b.C~.,L. 7b. ~h ~ S.,~/~h /y~hr~r 44?)'//"'ao~ Me /VcK'/?""IJle: #/~hl.U(7)'/ ~hcfnc(~ ..x.;,u..,lh S!).44 ~ Eos,t- o/onf? .;fQld ~1 r/~1- d~LL/d~" line 4QO ~~~r-.; +n~ncta .5::>u-lh (Y04> tv~s~ 6600. ';':qql-,; . -rndncn Sot:Jr,;,8!:J"'44'cdsr /()48.8 ~'47'-.", -Iht:? Ecsr /lhC7 or- .::k?/d aL.. c. 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Ihe- I"".~ l/$~ of th~ Pub//c tilt" Sf~f.$ b~re-or? .$hou','. to be l./.s~ C:..$ s(.'c"t ior~~r..1 ;'1 w;tn'.s$a.n~r~cl ill€" I:~r~ UI7I.3olt'i,r cur hal1d.$ a"d .s~/$ t;~i~ s". day 01' ..I("n~ 194(;. .. . . ,. e: M.k/J?.sA~w Ie(, L . /-h/.ishdW ACKNOWLEDGMENT Sr.7ra c.; CJ-ego/1} Ccu"'~y cr-Ldnd J .5 s... . . . ... N/ Tr1/s c: tZrl-/ ~/~ s -rIU7.,t. t:'/? -I-ho .~ _doy o,L" _c/Vh.~ /!J!L'-_~~~r.et:J" be-rcrtlhll'.1 4A~';'4"y A/.b//c //? dAer m~ ..:J;7;~ Cc:1Uh.,l-j/ i",d' $./4 +~ yf";f! A~<:1l/e .. ,nOh?#!!d . E. /'1: #/;"'.shd~ e?,nd' /ab l.. Hin.show ... . hOSD#h,d d"~ w/~, par..sD",,4//Y k"?awn ,..tf:, ".,~ .k6e ~ -Ine /'c/eh-l/cal ,Pt-r.sc/'?s wAC, ~xecv~ed' #,Q d&>aV<3 /n:t;I-/'""'VAftf?n-i-- <::"'nc/ -rh~')" I7c~",(:)w/c?ed' tb me :,Ihit.,l ..rile)" eygCU I-~d -t"h~ Sd/"r?C ~laljt ~'1d ~/(/I?,tAr;/y -;rClr,thc us's d".,./ ~vrpcs#ls M(9;"'6"ln h4'/'nll?4j //1 U//.~~qssU/herl?o,c Ihdvr; he-,.runro so-r. n?)! ndrtd pnd ar'r=lxed I77Y o ~ ..r Ie /(;1 / ..r d'O / M/s.3~ do J' or..dJulP . /!J.4J:,- L../ard' Lk;,.slct4/ N<:Jn:r~'y PvL///c ~ Oregc/1 Clef: Z4.fJ, /947 My C~h't;:"'/S:S/C/1 exp/re.$ r. <t 3 ~ ~ ..: \!) ,~ - () I ,,' . · 0 ~ 0 .._...A 0_ "'0 \.aJ ' 10 t::t d!o:-< 0 D~~. o ~( :y tO~A~>- ~ J" ~ 1,..5 . ~ ~.~. fJ8t.W.V .o~... >-~ ~~ OFOtz. -:;'0.04''''' Nj z, W. ~, '" 1:, N OOO~E 330.0 Sta te Of O. regon1 Count~ of Lane 55 17kr.3JtdL-Jhereby certify that this is an ex~c~ copy of a pla~ -f i led in BoOk.J,.&.P age ~ I I Record of Town Plats' I for Lane County, Oregon; ~B.J::r~ Counfy Clerk By. ft,., <ra.. ilAv ~/l~. Dep\.CI, (...e.., 0 . 0 ./ (. '! I~ ~ /-.... . I '.' '-- 9 I ~ (J'I (.') ~ I .' WE"sr so. oJ\.' yJ ZoO.O -77.8<r- I ~ I I '.0 ~ -~ " I (1)' . , f1\' ....~ "'~ a\ uJ C' "<f . ."" ~ ~~l ~~i ~ . e"'" .j ~ '2.00.0 · ;r , '': " " ~ ... ~~~'/~1.~, ~ 5 5 $s .:f~I "- ~\o " '<!Ie ~ ('l .' . 0 L \ .. ~lo.J?. _~..' . Hf.S9 ~ II .2. ~ .\.1) ~ 3 :: 4 C( .~ ~ ~ \r) '{ ,J. 1)'- .C ~ tit E ClI .,.. 11:2 _\.I.J r" .. :r- f/').- .J"\ 0 ... ~-1 'l:f .::::> ~' ,i ::s .\1 "'. ~ .. * c ; j.; . I\.. " .0 cr:r . C,? . ~ ~O.04'W' 2.\0.0 25" ~ Z4 '-l J I Z3 ZC' II F, ~l -.;i ZI )... <::( . ,.. " j. ..s. ~ - ,.. ,n o lor ~ ...;,J.2 r ......j \lJ : '~ ~Q f" tQ~ lc.l ~ " tQ ... (,0'- r- ,r. 2 4 o <<) ,.:. ~ ;.51 as ! !:>o"04' W .Z9. ., 30 31 3l 33 2.'0.00 r- -' 2 34 , '~ . .41.... , ~ ~~04.w UNI'ON zro.o 2n.83 : 10 I I I I t I I I 1'1 ~ f I I I l I I I ( I rts "' II~ II I ~ '" s t: tit 1 I ~ jlj :?" I 'T - - -, .... -I := ,,:> : . 5 ..g I . '"" . _ __. _ l.\1. e<J _:...... ~J,'._ \. .. 'Z11. 69. N o~04' e: 960. e '9 l3 1. . .. b ~ ~ ~ ~ J .~ C'. I "" } " .,. ~ r J C\.t ~ ~ ~ .t 4io 1\ (; I '.... , ~ f. o\~ ~ Q \J ,v./ ~ .,. o~ ? it. ... Z ~ N lJ~.l& .~ ~ 't ,g a- ) t "r. It' C" '1" V ~ ~ ~ N ~ . ~ 0 Ocn I G. Vt.MlJ [a".:>.-rt..",f UJ ~o' .... .... ?Jb.l'2> '. . _-:;:.>" .Jl ___.- '\J INITIAL POINT--- \0'-1 r- 1.11.69 II 12. \3 '4 ., IS- I I \ , ~ I 8S.1.0 ~~'I C tJ I r .~ d) " V" q" ... 0 . <' -- kJ I ~ 4Z ~II .~ J I 40 .~ ~ I ~21 _.._ _ to8.'1-. -1....) L - ,~o. 0 51ale or ~efo""J ".. _ CoV/1.,J. y o~ L..e;-ne ..;;>. oJ. /,l"9-dncis E. Wd.9~.I1t!!'~ be/n~ ry~d ~/y .slVo~n on OQfh,Sd)l~AaI- I t:7h'1 psvrveyor by O(:C'u~,tIt'/'1. -/ho-l- / MV"e co'recl/y .5Uryeyer.! me h",d/ncludt2d wil/7;n .,the ,1.:N:'u"dp~/ot:1s 0-/ .E.M H/NSHAw PLAT dhd /nd'Kt?d ~h(!. .sdh1f{J U//,Lh/'1'?i:v?uh7el'1,1s t::7/;...7' .~,l ('p/d"~~c/ -I?r t7n /n;/"/g/po;,..,j-r.1' 9d/VI?n.;~~!d iron p~e~ huo //'1ches In d/dfrll?/(J~ -r-hrt:!~ -reel- /on9, s/x Inch~s fia/otV~c ..5l/~.,t::dCe. o~ ~he !?r"Ot/ne1 ~2S -fee,' /Yo,#? And /670.8 -rnel- Et?..~,L ~ ~ o~ ~he'h70s.,L tOl?smrly ..~/,4 LUes I. CCf/nUr c;: ~O. . DEN. u'.. #7e ~.D. Ealuards D.L.C. MASS ..n T//.:5 R2.~ ~N _? {'. Ji:.. ""'" SP'I\'/NCiFIELD CITY PLANNING -""1 \'-1 oT A /ft. Q R.E.GISTl:AJtD ~ ^ }- ~ h 0 REG 0 N L,hfm;fS E. l#2.<?/L'Ulfl.l:_- __ . COM MIS S ION ~ 7 ),.S ~ LA~JO SU~VEYOR ~,6sc;r/bed onel $U/CV'/'l 7b 6~rt:,rQ ~ L Il1: L j~ ~v BL?J" <--,/176' rh/s .~~e/' ut?,. or ./v"t: /!J~ '$e4'l/ · v'nee er-Fhzs/denf ~."'9. ~~ o~ oq.~0.0." 8'~ c 1f>.~,.~ '~/o4"/ a,...a,~1V ,L!(ytf!.I:'~8/:ou/n_,~ -~5eGr<rfa,..'I . . JANU^RY It '9~S . /Yof',,. y' Pvb~ -;ror o"'~gO/7 ----If A FRANCJSE, WAGGONER Cl::T~~. /947 . " --~ CL~ '- 149 ./^1rC'Oh7m/Js/~n ex/,/;-,.> ?RClOo!1,J-Q{){)rCj -pt{E -:J>>3/Vl ( 1/ de..- YJ1( 7 p~flif /})tvUi Jj~ lo~ ~a .5b ~ I~~ 'M)) ..": 55- ~?54~: : ~ 3S ~ . ~. . ,.. .JJ .... fctO' ~ 0 ~ . - 4f, 0.04:\11 \1\ .,.. -,rl r:rJ rf"o- o j: 38 '" r ,n ~ f( It) 31 ~ \t) , nb,OO ~o.~w ~. 0 ~ C) .0" ~ r-J t'.I 0\ ~. -'" . 0 - - tj h: V) J o <:> 9 r.J N ~ sfi ;i ,'0.0 !!. b~,{)'o - lO '20&.' , , .... f.() -- -0 ~ C\ " IS ~ ~ ~ ~ ~ '-J ,w " ~ '-J~ ~ ltt.~~ ~ ~ ~ ~ 20' .01 \5 211.41. 17 -~w 53 )(')0.0 Q t / 0 N'S ~ 2o~. s os bb G5 b4- b3 bZ IO.~~ l' .. ~ 2.0~.~5 bJ I&t\ 3h E 50.04''11 'Z\4.'1 4\ 21f.7' ~M, tt {).J 5l-\ AL4J .) '~7~ 1~t3 F- q 800~ ~~ 2. fll61: fl~ 201 I J >) I,A' I ....J A.,".. ..~ ~ I ~ <.. , SCALE' 'INCH:; '2 ~ ,., t r ----- 10.0..0 (,) t ~~.s.. ~."" - - I~. Utili ;~ fa)~ "",40,,\ 52. en ,. <> ~ N t.l! (J o ..~ o ~. o ~: ~ f; ,...... 4ll 4~ so 51 g r N ~: f\: cO' (.J' ,w . o~ ~.... " () ClJ _ I/'. ~. ::J 50004'W 2"4 20 tI) ,.; t/) . In o. ~ & {,B 20 :f-.. ~ 20~.s5 s: ' .. I I E I I " : I () I ; (5 ~. I 'po. \I) . ';;'" ~~ 0) tL. ~ ~ 4- , . c..4Ct ~t:- - ~b....,e~- -~~ .~- --- - ~- . .~ --. b~ o o r o " \&.l o~ o?" r:tO glf) cO N ~ t" N 70 ~rf04'W 3S0.50 t 'SFE/<.N WAy ':;>Q.f1t041W 363.7" \81.01 17,.75 45 4b F16~Dt AT........._.. O'CLOClt.....M JUN 28 1946 w. B. DILLARD COUNT" CLERK 8Y...~.~ Oe;PUTr .. .__ ~~_ ~~~i!'i ..~.~~.~!"E'n.~ 'I 5Z<;,.'8 '" 0<101'E 945. 'l. SURVE YQRt5 AFfIDAVI, +?rovea': e/i,,:fe,ILJlvl:.~...... ._ w. !Ltft"I!~;.!.L Allen eJS1le~r A..E.i..1i<< /E'j?Ai?,../ -(j>.~~ Cot/hi)' Sv,veyor Cotlnf,y c./ud..?Q _ (cwnlyCevnm ;.$S/on~r. COli" f,Y C~/$s)Q?8r COl/nfy ,I(::;:suSSor 4/2- Q SF LJ.08QLf LAND PARTITION PLAT NUMBER2008-P2205 ~ PARTITION PLAT FOR DAVID M. AND CHRISTINA N.NOWAK RECORDED LANE COUNTY SURVEYORS OFFICE C.S. FilE NO. ?/o89</ FlUNG DATE 2Y-Vd". '08 2~ ::J;n. '08 DATE c LANE COUNTY CLERK & RECORDER OF CONVEYANCES ..~ '" DivisJon of Chief Deputy Clerk lan. Counly p~ed~ and Reco~d~ BEING A REPLAT OF LOT 65 OF 8.JI. mNSHA" PLAT S.E. 1/4, SEC.. 32, T.17S., R.2Jf.,Jr.M. . '. . SPRINGFIEW, LANE COUNTY, OREGON JULY 19,2007 SCALE: 1 1'= 30' 2008.00~26~ 11,11 I I II $11. 00 00911201200800042640010019 01/24/2008 09:47:22 AM RPR-PART Cnt:l Stn=l CASHIER 05 $50.00 $10.00 $11.00 ~ 1./1.~ ~ J..) :..u ~':~\ ~ fAST PLAT. BOUNDARY OF Xzt . "E.M. HINSHAW PLAT" , , ... AND EAST LINE DLe NO. .55 (1) . . . ....~. ~/~~ . ... SOO-04'09'\11. (5CKrfJ'W)(f) 2oo.15{200.00)(1).. .' '. (gj:-r--- . 99.9J(1oo.oo)(1)." -... . -- SOC'TOf. O9,,",SOO"IJ WJ(I) SJ: ~6 . .. .,..,(.." . ~~ " 55 1" 55'. " @ --------- ~7&5~; ------.---J-;O~OOD-n:Ncr- · ;Z~5~ ~ K rl~"m) 6.00 PUE (')_N,,~::7,.~ 1.9 : G.r.s. PLS 2280"(4) N8g-~9'54''W 0.08(~TSJ "..",~<, f V' FR:. ,OM. SIT CO.RNER . ,,,,-,~ ~. . .,.REWy(D '/2" PIPE ~ rURcr-L ~ r .~.'-"'.. TO Sft\f1!,U, E CORNER ~ '- ...., 'rMc,.:J ~ . '-~. N 6,881 SO. FT. :'J 5.00' SUB. I ~ ''')\l. \'=0 ELECTRIC - I ~ . '- ~;:) EASEMENT .~\\~"~~ · . ~ .. :\, t\ ~ . ,,.-- 'I ~ . ~. . ~~'v. ~ ~ , I S()()" 1 J''OO OW 1 00. 70 ~$. \ ~ "It) t:: I ~ ,...... , .t,- ,r "- . ~ '--' 6.0 WOOD FENCt,. I ".- I '-.I" N O.9:~4< ~ , 't- . 5.qG' suir l I $>:":!> ELECTRIC I ~ t ." PARCEL 2 EAS~"'rT 's . 0 1 7.503 SO. FT. I~ ' ~ 3, ~ 2l ~ ,... fp, y; ,,- 5.00.' PR. "~Tr UTI" ITY I \ - I ',., ~ t:"JH~t:urNT'''j8':-'''t:F1mL 'NG - ' ::::-, --:; "". .. . jaJ ~c;.1m.1 C.'Y(;I ~ -1 ~... ~ I PARCEL J (5) ,'~I 10.0 x 154.0 PUBLIC ~J ~ I . b> I SAN/TAR)' EASEMENT "~,.J \ I 6.0' WOOD 'FfNCE~ ~r--f:~fJ~f:;'~~ZEZoJO, I N O. 1 I : r, . @)\ , SOcrIJ'OO'W. 99.97. .. .. \ . ~I 75884 ON REEL 251, LCOOR (FOUND 5/8" REBAR \ ',. _ 2J.oo' PRIVATE JOINT " { ',I ~KED WITH we / _ USE ACCESS AND Ul1L1TY J1 , " .E,~,.._p~s.......2280'." . EASEMENT BENE,." liNG fV~'v --__ , PARCELS 2 AND J (5) I ~ I ~~ ~ I , ~, , I I I 5.00' PRIVATE UnuTY VARIABLE WIDTH PRIVATE. ~ ti I PARCEL 1 . .IS I EASEMENT BENEFITTING ACCESS fASEM. 'ENT BENEFITTING "\.. . . ~ ~ I 7,393 sa. FT. '~l PARCElS 2 AND J (5' THE LANDS PLAITED HERrON \ K. , '" 'I PER RECEPTION /2oo7-44J36. .. 1 ~ I 5.00' SUB I I 6.0' WOfJD FENCE . tCOOR I ELECTRIC , I 5 0.5 EASEMENT I FOUND 5/8" REBAR \ 111 ~ I' . · : I 1- "C.E.5. PL5 2280"(4)(~ ~: L' I, ,: I N89.47'OO"W 0.40(NTS) 56 I \ \ '~~ t- - - - - - - - - -.,. - - _I' ,I 1 57 56 FROM CALC PT d'O' ,/ 55 \ 1/54, . '.. ~~lO.05- 0 "'-.. , >> 79.89 -::-; · ...---- j, NOt11J'OO"E(1) 99.1U(1oo.00)Or=------ ~ "'---.. . FOUND 5/8" REBAR ~. ...-- NOO"1J 00 E(1) 99.94(100.00)(1) --- 7.00' PUE ~ ('_~'. INITIAL POINT MARKED WITH YpC FOUND J/." PIPE fOf!,ND 1rZ:.JEi" --.1 6.0' ..vetO FENCE "c.C.S.. PLS 2280"(4) S6720'OB"W O.J9(NTS) ia;\ .. N89'4J50 W O.08(NT5; '=-, S 0.4, W 61 N89.47'OO''W 0.51(NTS) FROM SET CORNER ~ FROM SET CORNER C . FROM CALC PT (5 0.19, W 0.08)(4) ,~- REMOvro 1/2" PIPB g", ~ . -{i NOO"J'OO"f. TO,?IT TRUE ~~NE~ j4J I\....\.f} I ~ I I "- BASIS OF BEARlNGS(1) J ~ , 500"IJ'00"w(1) 626.61(627.55)(1-2 CALC) /.1 ~ I ---- , , " \ , -::-~,...-- 119.57(119.95)(1 CALC). I--__...~,.--- '\-_ 28 J9 j ......-- j ...----" '3 . ~\ FOUND 1/2" IP (1)(4) '-.~ N89'47'OO'W O.lJ4(Nts) Wf.0~G~T(/!{,}~1Y LEGEND @ FOUND MONUMENT AS NOTED. t:\._ SET 5/8" X JO" REBAR WITH l'tLLOW PLASTIC ~ CAP MARKED "BRANCH ENG INC,"~ cALCULATED POINT - . NOTHING. FOUND NOR SET, . DENOTES REFERENCE DESIGNATION.AS NOTED IN NARRATIVE REFERENCES L E.M~HINSHAW PLAT AS PLATTED IN BOOK 12 ON PAGE 20, LCOPR 2, CSF 15992 BY R. WILSON HUTCHISON FILED ON AUGUST, 1969 J. C$F 18460 BY JAMES E. BRITTON FILED IN. JUNE 1974 4, LPPN 2007-P 2 141 ,./-COPPR, BY SCOTT GOEBEL 5. DECLARATION OF PRIVATE ACCESS AND UTILITY EASEMENTS AS RECORDED ON ..::2</J'Qr). ., 200t,AT RECEPTION NUMBER .'2008- ~"i 6 6 , LCOOR o @ DENOTES LOT NUMBERS PER E.M. HINSHAW (3) 55 54 DENOTES DEDICATED HEREON DENOTES CALCULATEDFROU REFERENCE DENOTES CALCULATED FROM TWO REFERENCES DENOTES CALCULATE:D POINT DENOTES IRON PIPE. DENOTES YELLOW PLASnc CAP. DENOTES UNKNOWN ORIGIN, DENOTES PUBLIC UTILITY EASEMENT. DENOTES SPRINGFIELD UTILITY BOARD DENOTES COUNTY SURVEY FILE. . DENOTES DONATION LAND CLAiM DENOTES NOT TO SCALE. DENOTES LAND PARnnON PLAT NUMBER DENOTES LANE COUNTY OREGON OFFICIAL RECORDS. DENOTES LANE COUNTY OREGON PLAT RECORDS. DENOTES LANE COUNTY OREGON PARTITION PLAT RECORDS. DENOTES MONUMENT. USED TO ESTABLISH BASIS OF BEARINGS. . () DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEU. ~r:::- ~ ,.,J, ~.. !) a <:;) ~. ~ .. (1 CALC). (1-2 CALC) CALC PT ' IP YPC (UO) PUE SUB CSF DLC (NTS) LPPN LCOOR LCOPR LCOPPR NOTES 1. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL. BE PLACED OR LOGA TED ON OR IN A PUBLIC UTILITY EASEMENT. 2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS SET FORTH IN THE SPRINGFIELD CITY CODE. ~...~ ,J ~ 5) () ~f'J ~~... '. r;..... '-\ (""~- .~ r \j" \~ ~\) ~ .~ ~ a=: rJ ~, tf; <s ~ N ..~) i It'l /~'" FOUND 1/2" IP (UO) " C' '- '\. . "-"r- f' ~ ~) Ie:: I ~) ~ ~ v "'--' ~" -<'.. N\ ~. ,t f' tJ.... \~ .i.. ~ \p .Jl '-.J ~ . '-' '-' \",~'-..J BR . ~ Branch Engineering, Inc.. .~} 310 Firth Street Sprinafield,Oregon 97477 (541)746-0637 FAX (541)746-0389 brancbadminebranchengineering.com Civil. Structures. Transportation · Surveying ~, ~~S ~ ............ >./... , d"t' ~ \/", S) -:::::::.... \I') f'~. . ~ ~~ \:.t u. ,'"';' ~ ^ 1:- ,,~ v,' \/, ~ 0 (..., I '-../.. '-' I I i 56.00' - ~" \9~' ~ ~i ',~ \ \ \\,.. ~, .r REGISTERED PROFESSIONAL LAND SURVEYOR ~ tl~1--- OREGON JULY 20, 1993 REX .A. BETZ , 62606/ EXPIRES: DECEMBER 31. 2009 II FOUND 1/2" IP (1) (J/4" PIPE)(J) 589'47'00't O.JO(NTS) ~ (0.17 N)(J). 53 18> 52 ---"",,- 54 53 ; 199.8J(206.00)(I)(J) " / NOO"IJ'OO't(1) ", ,'.) , ~. ~.]. . f'.... ,- ( 3-- \' -:s \t.~/ . - -~1 '-~-- "'.....~ - -<i. -''';''' STREET SOUTH 47tb <ID ;.......--- "'" ..;,; ~ " \/:-_- , 270 @ BR FOUND 1/2" IP( t) ----- ~ ...... . -- ...~ . -.....' ~ .--;-~' 0 --' . @ BR FOUND 1/2" IP (2) J57.04(J57.55)(1-2 CALC) .D (56.05)(1 C4LC) --:r-j' // / 39 I ~tQ 6 '~ C> ~_ ~ . 269.56(270.00)( 1) 2J7.47(2J7.60)(1-2 CALC) 0.._ 66--- 4'1 . 28~.... ~ .\ ~ \~ 3 .t"J ...; --- ~~ 1~ .;:) ~ (121.55)(1-2 CALC) r;,~ , . ~ ~ - 1'\ ':;:r ~ .'" - ~ \:~ - N -:;- 0 ~. .3/ ~ ~ Q ,i' 'f' ~.~ Vr:"P .", ~.! $~ \. :r o o \ -~ <:(' , '0 ~ -> t I r \!;A1L. ~ n PROJECT NO, 06-211 PAGE 1 OF 2 CITY OF SPRINGFIELD CASE NO. SUB2007-00003 ~ TAX MAP 17-02-32-43, TAX LOT 6700 PLOTTER: HP DESIGNJET 650C INK: HP 51640A ,M rLA ~ ; 13 vL l P!?t;G t:,uTE7R fJ It. J r€.~ t+ MIL /A.J(C YeT pO vllL E M fffTB DWG. NO, \2006\06-211 NOWAK\PLAT\06-211 ~~~O~O~~~ . ~-O ~ JltJ-u)aA:- I 6+1 {X<<f 9 13 F 7e(>lf IJ Q s~\= 3Ce 550 0J \ I~ - ~ - ~ LANE COUNTY. SYRVEYORS OFfiCE C.S. fiLE No. ~ l.i550 . rtLlNGOATE '2l7 At'1t.. '00 - G NARRA TIVE THE NORTH LINE OF THIS SURVEY WAS ESTABLISHED BY HOLDING THE ALIGNMENT OF MONUMENTS FOUND AS SHOWN IN THE .E.M. HlNSHA W PtA T (REFERENCE 5) PARALLEL TO THE MONUMENTS FOUND ON tHE CENTERLINE OF. BL UEBEL L( WA Y WHICH WAS THE. BASIS OF BEARINGS FOR THIS SURVEY. . THE WEST LINE OF.. THIS SURVEY WAS ESTABLISHED BY HOLDING THE ALIGNMENT OF THE MONUMENTS FOfH) NEAR THE NORTHWEST AND SOUTHWfST CORNERS OF LOT 38 or SAC PLA T THE sourH LINE. ALSO BEING THE NOR.TH MARGIN OF DAISY. STREET. WAS ESTABLISHED AT A 30.00 FOOT RIGHT-OF:.WAY FROM THE FOUND CENTERLINE MONUMENTS .OF SAID STREET. THE MEASURED DISTANCE FROM THE FOUND MONUMENT A T THE NORTHEAST CORNER OF LOT 39 TO THE PREVIOUSL Y ESTABLISHED NORTHWEST CORNER OF LOT 38 WAS USED TO PRORATE THE DISTANCES OF THE NORTH LIES OF LOTS 38 ANt> 39 THEREBY ESTABLISHING THE NORTHEAST CORNER OF SAlD LOT 38. THE SOUTHEAST CORNER LOT 38 WAS ESTABLISHED 8Y PRORATING THE DISTANCE FROM THE SOUTHEAST CORNER OF LOT 39 CALCULA TED FROM CENTERLINE MOMJMENTS HELD ON 47TH STREET AND DAISY STREET TO THE PREVIOUSL Y ESTABLISHED SOUTHWE'ST CORNER OF SAID Lor 38. THE EAST LINE OF THIS SuRVEY WAS THEN ESTABLISfED FROM THE RECORD DEED r-OR T AX LOT 6401 (REFERENCE 6l -- ,. " o FOUND RR SPIKE (3) J .~.. 01' lIIWIJNQB(a) S 89044'00" E (3)(5). 829.02 (3) If BLUBBBIU WAY -- ~'b RR SPIKE' (3) Q o .0 I'f") ~ ~.fi{y J ~ () ~ ~ & "'l' " ~,. ~ a,.. Do-O . '). . \/ '\. ~ ~ ~. ~ .~~" J ~ 9J<P ~ @ @ o G). - ~ a o o ~ o FOUND MONUMENT AS NOTED. @ SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENGINEERING;'. o CALCULA TED POINT . NOTHING FOUND NOR SET. . . DENOTES MEASURED BEARINGSANDIOR D'STANC~S ARE EQUAL TO DA T A OF RECORD. ( ) DENO rES DA T A OF RECORD. ALL 015T A NCES SHOWN ARE IN FEET. + DENOTES LINE NOT TO SCALE. L.e.O.R DENOTES LANE COUNTY OFFICIAL RECORDS.. C.S.F. No. DENOTES COUNTY SURVEY FILE NUMBER. l.C.O.P.R~ DENOTES LANE COUNTY OREGON PLA T RECORDS. q, ~I'i{y 00 " "'\ \,/ '\. 00 ~(d v' '\. 00 ,,~ ,\y Q) <Xl en o C\J LEGEND 202.33 (I) (202.39J (5) FND. 1/2" IRON PIPE (5) S 00008'33.' W 0.11 763.51 (764.6B) (5) ".,- 103.48 (l03.7/J (5) -', "S89044'OO"E (4XSJ 59.41 ' 64.00 (6) 123.41 (I23.75) (5) 146.99. (/47.45) (4HS) . -......, ~ "'- , , .-" ..u FND. 1/2" IRON PIPE (4)(5J II INITIAL POINT L.P.P.N. 93.P0344 FND 1/2" IRON PIPE (4)(5) ,- S 89"44'00" E (5).. . S 89044'00" (5) 103.75 (2J ,~.. . ($ 870S9'08" E) (2) (/03. 7/) (5) L S 89044'00" E (/ }(S) .~ ^ 103.48 M- .^'03.48 v-v (/03.7/J (5) ~ a03.71) (5) P "./ 127.06 (/27.41) (4)(5) -'" (I) - \() - ...... 0 0 ~ ~ ~ 0 0 0 0 ~ 0' \.0 ~ co \/ .0 ..c, . "- - 3t Co 10 \0 0 0 0 0 (I) <t fo~ ,/ '\. - ~ to <0 - u) ~ ~ 8 ~ . <..0 ~I~ ~ ~ ~ ft") ~ 0- 0- 0 o 0 (1) (f.) - FND. i /2" IRON PIPE (/)(5) co r--. ~ ~ ~ REFERENCES BOUNDARY SURVJ!,'Y FOR JOHN McDONALD 4. 5. 6. C.S.F. 13450 E.M. HINSHAW PLAT BOOK 12. PAGE 20 L.C.O.P.R. DEED RECORDED AUG. 3. 1999 REEL 2576R REC. 99067897 L.C.O.R. A PORTION OF LOT38,E.Jl. HINSHAW PLAT S.E. 1/4, SEC. 32, T.17S., B.2"'., Jr.Jf. SPRINGFIELD, LANE COUNTY, OREGON APRIL 6, 2000 SCALE 1 "=30' @ & ~ ro~ o. o '\ y' Lu 0 ;., t'? !t) ~ o o ;e ...... \0 '- - o o (.() ...... - ~ eX) 10 (0 ~ 8 - to '-' - 0 ~ 8 0 \0. " . '= to Ol ~ - 00 fo~ \.... '\ I. 2~ 3. LAND PARTITION PLA T No. 93-P0344 LAND PARTITION PLA T No. 95.P0761 C.S.F. 23657 ~ 00 ('of>;. . \" '\ 30.00' - . REGISTERED PROFESSIONAL LAND SURVEYOR , ~ \ 123.49 (123.75) (5) /(- o-94'OO"W) (4)(5) . '",64.00 (6) N89041'39"W 59.49 -..... ..... , b 126.68(126.95) (4)(5) -fCi? Branc.} Engin~ering, Inc. ~ 310 FUth Street Sprin,field. Ore,on 97477 (541)7-46-0637 FAX (541)746-0389 ~ 0. I~ OREGON. I JULY 20. 1993 REX A. BETZ '., . -2606 /' EXPIRES OEC31. 2001 -. ,. " o FND. PI< NAIL , .0 FND. 1/2" IRON PIPE (5) SB9041'39"E 0.11 {>!""t. '3' ~: &1 .),0. 0 { /--f J ;e FND. 1/2" IRON PIPE (5) SOooOS'33"W 0.19 /26.56 o FND. R~R. SPIKE S 89041 '39" E f 701.54 Q o d I'f") -......, , o FND. R.R. SPIKE DAISY sr. :::~ ~! PROJECT No. 00"060 ~ TAX MAP 17-02-32-4-3. TAX LOT 6400 PLOTTER: HP DES/GNJET 650C INK: HP 5/640A MYLAR: CONTINENTAL JPC4MI .~. DWG. No. Z:\2000\OO-060\00060SURV.DWG 4/6/00 ARS 0((r;~oq -.00{) ;q . ~~-Sub.~. . t11 p..J 'i-r . .AA fA . "J(lJvLI1zhG~wf~"-V- ) ~ f fJuJaY-- . Df { por \ BLUEBELLE WAY FND 1/2" IRON PIPE (SET IN R.1) 0.05' N 0.27' E @J @ c? -.:: ...... <: I 60' R/W I 30' :c j h ~ ~ .V) ~ l'.. ~ ~ ~ C) tr:} 19. 78' (19.95' R.t) I 60.00 ' LAND PARTITION PLAT NO. PAR11TIONPLAT 2007 -P2141 p'OR lJANNIKA D. & GAH11l H. WHI'l'B' A REl'LAT OF L01' 56 OP' THE' E'. M. HINSHAW PLA'l' SE 1/4 SEC. 32, T. 17 S., R. 2 W., JY.M. SPRINGFIEW,. LANE COUN'l'Y, .ORE'GON 17 JANUARY 2007 SCALE 1" : 20' \ ~~- ::) RECORDED DATE: 29\M.'o7 -'CuuR' y ~LI:t<1\. BY: J~_ LANE COUNTY SURVEYORS OFFICE C.S. FILE No.+,o58Y FILING DATE: ,29 Cf(;". ~1 N FND 3/4" IRON PIPE HELD AS NORTHEAST CORNER OF LOT 60 (SET IN R.t) . . -dr- . ~ @) .~ @) . )) ~ FND 3/4" IRON PIPE~ { ~ (SET IN R. 1) .. 0.53' S ~ ~ 0.08' W O:::? 0) .. ~ o C> c:) C) ""- '-...;., <? '.? )000. - 13' WIDE JOINT ACCESS AND PRIVATE UnUTY EASEMENT PER RECEPTION #2006-015441, LCODR FND 3/4" IRON PIPE (SET IN R.t) 0.39' N O. 11' ~ @ 10.00 ' ___1_~___----~---~-~-------~------------1 589'44'00"E217.80' (R.t) : J_~___~_~_______~ 150.00' L_~~--------~-~-'1 I 20.{(0'. ," 124 11' . "'_ lJ~.. ~ .1 2~;~J:9'44'00"E 8o.28-:----~-....-r.:~.,~-~------'-~J.0;~ "". \<Li' t, /' - -VARIABLE WIDTH PRIVATE ACCESS EASEMENT ~ '.1.. 56J'48'J2"W 28.90' PER RECEPTION /2006-015440. LCODR I VARIABLE WIDTH PRIVATE UTILITY EASEMENT I . PER RECEPTION #2007-Y~335 , LCODR I I I .. , ~I ~I I I , f--e- ' I :~~ ~~~S7J.47'30't 36.41' ... - __ 80.28' 35.00' ... ~ 0) 0) 0) 5' PUE- INITIAL POINT N.,6'00"W 13.00' ~ 0:: .. g ti C) - '-...;., PARCEL 2 15348 SF (FLAG := 13742 SF) .. 8 g - '-...;., ~ 0) 0) ~ c ~ ~ "- ~ , ~ 0) 0) }u c ~ ~ "- ~ 7' PUE---- .. ~ ~ ~ ~ ~ - VARIABLE WIDTH PRIVATE ACCESS EASEMENT ~ PER RECEPTION #2007~,f"f/..3J6 ,LCODR V) PARCEL, 1 6417 SF', 137.52 ' FND3/4" IRON PIPE (SET IN R.1)-\ HELD AS SOUTHEAST CORNER OF LOT 56 @ ~ "'- ~ .. 2 ~ c:i C) ~ \.{) ...~ ,~ ~ ~ "'- Q ~ ~ ~ .. (() (() ~ 0; 0) tIj ~ ~ ~ ~ C) ..C:> ~ "'- . ~ oo.~. . . ... N89.44'00'W 217.80' (R.I) ... @ . FND J/4" IRON PIPE . , (SET INR.1) . O. 19' 5 0.08 W ASSESSORS MAP: 17-02-32 4 3, TAX LOT 6800 I DOCUMENT CREATED ON DESIGNJET 230, INKJETHP51640A, JPC-4M2 FILM I SUB 2006-00022 I <f7. ,.. ...0" Goebel Engineering & Suneyinc .. . . .. . . . . .,,;,::.:/"'. . INGD~.&\.&'lJNG 8lJ.... .iallNG PJAl..,'\>>\G <.:,' . 310 Gorfteld Street. Eugene. Oregon . (541) 687-0S42 (' c Division 01 Chief Deputy Clerk LAne County Deeds and Records ~001.0~~JJ2 1111 1111 0092'78420070044332~010019 06/29/2007 09:17:56 AM RPR-PART Cnl=l Stn=6 CASHIER 07 $40.00 $10~00 $11.00 $61.00 LEGEND o . PUE R/W LCOPR LCODR -^v- @) FOUND MoNUMENT AS NOTED SET S/8H X JO" IRON ROD WITH YELLOW PLASTIC CAP MARKED HG.E.S. PLS 2280" PUBLIC UTILITY EASEMENT RIGHT -OF-WAY LANE COUNTY OREGON PLAT RECORD LANE COUNTY OREGON DEED RECORD LINE NOT TO SCALE LOT NUMBER, E. M. HINSHAW PLAT REFERENCES R.T E. M. HINSHAW PLAT BOOK 12, PAGE 20, LCOPR N01:B'S 1. MEASURED DISTANCE EQUALS RECORD DISTANCE UNLESS OTHERWISE NOTED. 2. NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCA TED ON, OR IN, A PUBLIC UTILITY EASEMENT. . ."". I. ..~ REGIS TEREO . I,~ PROF'ESSIONALJ: LAND SURVEYOR ~ -P~ ON~ON JULY 16, 1981 seo'r T J. GOEBEL 2280 r ~(.~f.Y~t()Af[: tP/~/~7... ,_.1 SHEET 1 OF2 FILE: 09049-05\DWG\PLAT\FNLPART01.DWG PLOT DATE: 7 MAR .2007 )D-fl fT ~ ~fRC2Wq- COle; -PRE-So 6Yltt (Tt/fLM 7b ~~ Phv/- I bavitL .~ LAND PARTITION PLAT NUMBER ~ r!it ;.,-.-- ",,- " / / ~/ . @ . . ..... . WESTERLY NORTHWEST CORNER OF PARCEL 1 (5.7.8 ACRE TRACT AS PER CSF 40908 (6) FOUND 5/8" RE8AR WITH WC "KPFF, INC"(6) PARTITION PLAT FOR DA VID NOWAK BEING A REPLAT OF pARCEL 2 OF LAND PARTITION PLAT NO. 2007--P2141 S.E.l/4, SEC. 32, T.17S., R.2W.,W.M. SPRINGFIELD. LANE COUN'l f, OllEGON JULY 8 2009 (N01'48'50"E)(6) - - ; - [AST LINE OF t: ~ (NOO'IJ'OO"E)(J)(4) SCALE. 1"- 30' [THOMAS D. EDWARDS .:!.. (NOO'04'09"E)(2) · - DLC NO. 55 g ~ NOO'09'13"E 1127.89 T17S, R2Jv, WM td Q.. (100.00)(4) (4)(6) 500.09'IJ" 99.9J (2)(3) 100.23(100.22)(2) 58.11 --'u"'- J - - - - - - - - - - - -- - - - - - /~/~F;to 5/8-:RE:; MARKED - - - - - - ..J~,@ ~~Z~5(,=;"Z~':::N~:T7N:"~2; - - ~~ CD - - - - - -- , WITH YPC "G.E.S. PLS 2280"(2)(3) \\ (3/4" IP)(3) FOUND 3/4" IP (2) : N89'46'23"W 2.37 \\ N89'46'28"W 2.41 N89'40'24"W 2.28 , .. FROM SET CORNER. ~ \ \ FROM SET CORNER, B FROM SET CORNER ~ ~ R' 0 - \ \REPLACED YPC WITH RPC. ., ~ ~ ~. PARCEL 2 ~ d ! \ ~~'v 0 U ~ 7079 ::t SQ.FT; -..;;.. K , ~ ~ ~ c:,(): ~)\} ::: 'Y c:,O' ~ " 'Y '\' '\ ~ro<O INDEX RE COR D ED LANE COUNTY SURVEYORS OfnCE C.5. fiLE NO. FILING DATE PAGE 1 OVERALL SURVEY DATA, PLAT CURVE TABLE, NOTE, 'REFERENCES, BOUNDARY AND LEGEND. DATE '''' PAGE 2 DETAIL, EASEMENT AND REFERENCES LANE COUNTY CLERK & RECORDER OF CONVEYANCES . PAGE 3 SURVEyqR'S CERTIFICATE, NARRATIVE, RESTRICTIONS, CONCURRENCE, DECLARATION, AND APPROVALS; . NOTICE: (1127.74)(6) THIS PLAT SUBMITTED FOR PUBLIC AGENCY REVIEW ONLY .-" IT IS NOT OF PUBLIC RECORD DO NOT COpy --', " '" '" . \ 30.00 c'lfr JO.OO -''P>- E~ @.- FOUND 5/8" RE8AR! WITH YPC MARKED "KPFF INC. "(6) B B- o ~ '-- ~ ~ @ FOUND 5/8" REBAR WITH YPC MARKED "BRANCH ENe. INC. "(2) S89'40'24"E 0.14 Fl?OM CALCULATED POINT ON MARGIN, (RELACED YPC WITH RPC) TRUE CORNER NOT SET HEREON ~ ~ N~ ~~ ~~ ="'f 0::: ~ rl\ 0 .w~ 0 (c) ~ LEGEND @ FOUND MONUMENT AS NOTED, @ SET 5/8" x jO" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG INC.", . & SET 2 1/2" MAG NAIL WITH BRASS WASHER MARKED "BRANCH ENG" CALCULATED POINT - NOTHING FOUND NOR SU, @ DENOTES REFERENCE, DESIGNATION AS NOTED IN NARRATIVE + DENOTES LINE NOT TO SCALE. IP DENOTES IRON PIPE. (NTS) DENOTES NOT TO SCALE, DLC DENOTES DONATION LAND CLAIM NUMBER YPC DENOTES YELLOW PLASTIC CAP. PUE DENOTES PUBLIC UTILITY. EASEMENT. CSF DENOTES COUNTY. SURVEY FILE. LCOOI? DENOTES LANE COUNTY OREGON OFFICIAL RECORDS, LCOPR DENOTES LANE COUNTY OREGON PLAT RECORDS, BR DENOTES MONUMENT USED TO ESTABLISH BASIS OF BEARINGS, () DENOTES DATA OF RECORD, ALL DISTANCES SHOWN ARE IN FEU. o FOUND 1/2" IP(2J\ S46'59'3. 9"E 0.51 . FROM CALCULATED INTERSECnON OF MARGINS o @ BR . . . [;~~NO RAILROAD SPIKE (/) d:::' - /. -- , I f' / / / , I " ~ S.OO',1i>>tYl ~_._- ~tO ~.001i3.00_ ~ ~ /1'1' 1/' ~ I I ?-? ~ ~' I /! I I I I ~~ I' I. I /,1 5.00 FT. PUE(3) - J--;-I / / t1 ~ 'I I 8 A B' I, 1>-' . ~~ II : 19~ ~.~ II I II. ~ .. I t I 0, ~ 1 I I ~ · I I I '-=-~ 1 I.j V) I 1 I II I I I I I I 10 I II 110 Ie o Ie::) '" I : ...--- i AlOO.,3'09"L. o tl.r)...,. i. '\ I 'Yi &:;. ~ I 1- ~ I I I \ t (NOO'13'00"E)(3) - I I - 1 I '~FOUND 5/8" RE8AR I I' I t<') I I I C'I'-..:;.. MARKED WITH YPC DETAILED ON '--~ I I ~~ "G.f.S. PLS 2280"(2)(3) \ PAGE 2 I I r I ~ ~ ~ '" \ B' N ~~'v 0' & I I I I I ~~v ~... 'S\ ~ ~ ~ ~ & so' ~<~ I I I I, ~ ~~ ~ sO'~<J~ d ~ ,~ 'Y'Y so' I I I I F:- ~ b 'Y so' ~ C ,,~ ~') I ' ~ ~o ~~ ~. ~ g ,,') I II ~ !'I~ ~ ,\'Y E ~ f @ ~ I I I I - (0 ~ __w-:~~- --~ "U , \ I \~ /~~~ .- ~ t:~ I FOUND 5(,8" REBAR WITH Y~~ , I I ,/'1 1-/ ~~ 0 ~ , MARKED BRANCH ENG. INC. \ ,\ . .( I ~ :'. I S89'46'28"E 0.20(2) INITIAL POINT\~ I / I \ 1; '" Cl. /' FROM SET CORNER, REPLACED YPC ,'t,\ \\ '-i- -I- _ \ I_I- _ _._ _ _ _ _ ~ _ _ +- I // ON FOUND MON WITH RPC \.113.00~~ Z\- I 79.94(79.93)(3) __... \ I ",," , tp\ '~20'00~(t)O i t / U ::- 99.84(2) FOUND 5/8" REBAR MARKEOI. N0014'24"E / ~,../ ~ WITH YPC "G.f.S. PLS 2280"(2)(3)', ~-- - 99.'94(2)(99.93)(3)(100.00)(4) ---- g It!. DESTROYED BY DR/VEW~;9~O:JJ!f~cg~~ """'_ ....// ~ I ~ (SOO'IJ,'00,''W)(2)(3)(4)(5) (N.89'47.'00"W.O.51)(2) .7... . . I SOO'1424'W(1) jROM 2~~6~ORNE:R (fiW _ - - - _ 4~~.'!;~~_ ?~_____:_ FOUND 5/8" REBAR MARKED . . . ~ . WITH YPC "G.E.S. PLS 2280"(2)(3) SOUTH 47th STREET g I~ N89'46'23"W 0.16 c::) l:t (N89'47'00''W 0.40)(2) (60.00 RIGHT-OF-WAY) I"") I ~ FROM CALCULATED CORNER (19.78)(3) ~ (CALCULATED CORNER NOT SET HEREIN) . 19.80 6 209.88(210.00)(4) @"" . . FOUND 1/2" IP (1)(2)(3) 589'44 'OO"E O. 17 FROM CALCULATED POINT ON MARGIN (S89'4.7'00''W 0.04)(2) (N 0.05, E 0.27)(3) ;,.,-----............, . , , , , \ SOO'13'09"W 99.93 , .. \ 1. SURVEY MAP BY REX A. BETZ FILED APRIL 27, 2000 AS CSF NO .36550. 2. LPPN. 2008-P2205 BY REX A, BETZ FILtO JANUARY 24, 2008 AS CSF NO 40894. 3. LPPN 2007-P2141 BY SCOTT J.GOEBEL FILED JUNE 29, 2007 AS CSF NO 40584. "E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28, 1946 IN BOOK 12 AT PAGE 20 LCOPR. 5. SURVEY MAP BY R. WILSON HUTCHISON FILED AUGUST 1969 AS CSFNO 15992. 6. SURVEY MAP.. BY TIMOTHY D. MAHONEY FILED FEBRUARY ", 2008 AS CSF NO 40908. PARCEL 1 8503 ::t SO. FT. ~a t.O'NN" O)tOl.r) ,,~~ ---... ~ f") ""'> I ,,, -...... \ --~~ {NOO'1300E)(2) '10). ... ..< NOO'16'26"E 100.10(2) I ~ FOUND 5/8" REBAR WITH YPC { I;:: ~ MARKED "BRANCH ENG. INC. "(2) eX) ~ ~ - co . ~ "l;f- .......~ · -t!.B' ~ oR''-..:;.. ........~ - B- -t!.~ .~~ o ~~" ~ ~ C'i~-' . ~ '-.;.~ ~ "-' ~~ ?::::~ , ~~B' If' ' oo~'-..:;.. \.!J l.f'l~~ FOUND 5/8" RE8AR " ~ ~ g MARKED WITH YPC ' 0) 0) .. "G.ES. PLS 2280"(2)(3) // ~ ~ :t / -0) . 0' ./ ~ 79,93 (3)----, \,../' ~ , , I , \ \ P , , , I ~ l.r)~ C'\l ..... c)~ ~~ REFERENCES 4. '\.. ~~'v . ~ ~~ ~c,of' 'Y ,,~~') ~ ~ 'vC)~' NOO'16'26"E (NOO'13'OO"E)(2) 99.97(2) B: g ~ B ~~ ~o .f'l~ 0""'> :t:t 0)0) ~~ , '-.;;. , , \ 5) , , , I -..;..." ~ Branch Engineering, Inc. .~ 310 Fifth street . Springfield, Oregon 97477 (541 )746...:.0637 FAX. (541 )746;...0389 branchadmin@branchengineering,com Civil · Structures · Transportation · Surveying CURVE DELTA C 1 34'57'46" --'~'---~-' ..-...-....-.-..----. C2 33'33'27" ..-----.....-.-..... _.~_...... C3 3Z 16'33" CURVE TABLE RADIUS ARC LONG CHORD 41.00 25.02 S70'51'10"E 24.63 ~_.---..-._.__.., . "'...-.--.-"- ..~ ...............-----...-.-----..--. 14.00 8.20 N7Z59'40''W 8.08 -"h-46~OO--' '-25:"9T -572:21' 1'3;;i--25':57-- -;::-1 ~ ~ -. :t, ~ ~ '$::' ~ ~~ ~~ ~ o o ti ~ /.CE. NTERLlNE INTERs.EcnoN CALGU.LA. 7i.EO POSITIONS OF RR SPIKE SHOWN AS 1 .. FOUND ON REF. t. MONUMENT WAS DESTROYED 8Y STREET CONSTRUCTION. ---"'~x!- . 151.10 ~ ---7 ~FOUND '-'/4" 8RASS CAP , , WITH 2" 8RASS WASHER (6) (NO MARKINGS) S34'35'39'W 1.22 FROM CALCULATED CENTERLINE INTERSECnON 0. '-- .;.. --- -, --~?- ~I ~o .. 10 ~~ '-'>1"') ~ FOUND 1/2" IP (5)-J- 596. 94 (TO TAL) 4k J' 186. 18 ~ .-..... , - ..... ~ ~ tfJ~ ~~ ~~ ~~ tJ' ~ 'b E~ o$=> ~ ~O) Cij~~ @ ~ ~. BR ~ \,~ F~tmO RA"-~OAD SP~E III __ SOUTH 48th~. STREET ~ '$::' ~ 0 J.. ~~:f ~~~ .:::> 0 ~ ~ fIOIiIo4 ~ J' 175.94(176.00)(4) 121.13(121.55)(5) ~ r '- ~ TAX MAP 17-02-32-43, TAX LOT 6802 ~, PLOTTER: XEROGRAPHIC KIP8000 INK: XEROGRAPHIC TONER , ' MXU:R.~:.- BU. LLFROG ENTERPRISES J MIL DOUBLE MATTE XEROGRAPHIC BF8042X-4 FLtt U:Y'~' ~t:'lf)O C-l- C'[)Q ./ q l*E-Su 61\\.-llrnL-- ~ - ~ef~~n'?~~b---- CITY OF SPRINGFIELD CASE NO. SUB 2008--00040 NOTES 1 . NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR INA PUBLIC UTILITY EASEMENT. 2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS SET FORTH IN THE SPRINGFIELD DEVELOPMENT CODE. REGISTERED PROFESSIONAL , LAND SURVEYOR ..dz....-~./ ..' . ~ " , .~{~ . /, /: . 'OREG_QN/ . JULY 20,1993 REX A. BETZ " #2606 < ~ EXPIRES: DECEMBER 31, 2009 PROJECT NO, 08..:..142 PAGE 1 OF 3 Ui~ Z:\2008\08-142 Nowak\PLAT\08-142 1-J plat.dwg, Layout (1) SAVED: Jul 08, 2009 at 10:10am willie D -\'OPfD ~ -~-- ==0.. ~: LAND PARTITION ,PLAT NUMBER -~ - Jr!~r 15 I I....... ...., o 30 j J !~ ~bi~-". .. ~\~.fY.'~~).~. .... .... lftjV PARTITION PLAT FOR DA VID NOWAI( BEING A REPLAT OF PARCEL 20F LAND PARTITION PLATNO.2007-P2141 S.E. 1/4, SEC. 32, 1'.17S., R.2W., If.M. SPRINGFIELD, LANE COUN'1 f, OREGON JULY 8, 2009 SCALE: 1 "= 10' R E C O. R.D E D LANE COUNTY' SURVEYORS orrlCE C.S. riLE NO. nllNG DATE DATE. LANE COUNTY CLERK & RECORDER OF . CONVEYANCES . NOTICE:. THIS PLAT SUBMITTED FOR PUBLIC AGENCY REVIEW. ONLY - IT IS NOT OF. PUBLIC RECORD DO NOT COPY ~\ ~ vO ~) N89' 46 '23"W 150. OO( 150. 01)(8) ~OUND 5/8" REBAR ~., . 9-.,,\ MARKED WITH YPC I . "G.t-s. . PLS 2280."(4) . ... '. ... :.. .. ,. , ~ Of.. S.TR. . O~O. 8. Y ORM.WAY CONsmucnON ..... .... ...... .. t 3.00'x 150.00' PRIVATE. ACCESS AND UTILITY EASEMENT ~ R N89'46'23"W 0.25(NTS) . .. . BENEFITTING LOT 56 OF "E.M. HINSHAW. PLAT"(4)(8) , ~ ~f) (N89'47'00"W 0.51)(2) . ~. . .... ~ ~ 8 ~ >,_..,.- FROM SET CORNER .. ... .. SB9.46'2J"E 219.95 ~ 0 ~ b / ,~~<-.;.---INIT1AL POINT 150.00(7)(8)...~;l --; ~ @!l~ ... 149.17 I '~0.8J c;1~~--- 5.00 WIDE PRIVATE SANITARY ( .- ' /! ~ EASEMENT BENEFITTING PARCEL " --'0 ,....;- ! <::) ""t- 1r0F LPPN 2007-P2141(11) , VARIABLE WIDTH PRIVATE ACCESS AND ~ \ ,---- c:::,n~:::.-... r - - - _ _ _ - - - -~-- - - - - - - - - - - - - - - - - - - - -=-=- - - _UTILITY EASEMENT BENEFlmNG LOT .' - ~,; \.:......~ ~ f:) '<... _I _ 57 OF "E.MHINSHAWPLAT"(4)(7) - -9- - - -)- - - - - - - - - - - - - - -7>1 cf) .", ' I 8 ""> kU :!J '~~8'16" '- .DECLARATlON OF VARIABLE WIDTH PRIVATE UTILITY EASEMENT (9) . <:::l4 - "'i b ~(~" 1 ~ ",t.?~A/ ~ .-- R .. ,.... '-I ,rr . "V I Y I s::t '(";j,;"--j,p. , ,!~~-- ... . . 1.24. 11 (TOTAL) . --\. J/ ~ ~ . I"' 6'~;); ':';-"'.7 ~ _j:":=~" __ ~ :-- -'--' -.-"-JOINT USf.}!ARIABLf. WIOE PRIVATf. .EORMWAit:~9,J1IWNAGf. f.ASEMENT Bf.NmmN~PARCf.L$...! ANO ~ .!!..f.Rf.O':!.... (10)- ~ _- 0 ;;t' \ /,,.--11.83,1 --,\ /( ,/<>.9 ":.:-,,/ . '....",..." 5.00' WIDE PRIVATE SANITARY EASEMENT BENEFITTING PARCEL 1 (11) 3.00- '- C<-......~ . . ~ . J6)J. . t;C. ", . "u --~ '~ . . -~ FaUNO 5/8" Rf.8AR~ ~ "\",__ L::?!P' 25.3ie..9~\.~)\.1) --' 13.64 . //f-..... ' '-"" - '-'. - --~ " MARKED WITH ,~PC \ lJ) ,~-~ u "'ft ~B.90) N89-46'2J"W 80.12 --- I." FOUND 5/8" REBAR 0 G~E.S. PLS 2280 (4) 'J..7 1.B~ I.. Sf::>~ !''tt :::::MARKED WITH YPC JOINT USE VARIABLE WIDTH '- ~ N89'46'2J"W 0.16(NTS) ~... . oS6r ~6rB . 8"". PRIVATE ACCESS AND PRIVATE CJ'. - - - .. . . (N89'47'00.''W 0.40\(2\ ".__. __" S cS be -: G.E.S. PLS 2280 (2)(3) UTILITY EASEMENT BeNC'FlTTING - - --.f.) FROM CALCUJTE6 \Su ~ PARCEL t AND 2 HEREON (10) -....... ~ CORNER (CALCULATED 'C;f-' ~ ~ CORNER NOT SET HEREIN) ~ 1 ' ~, M PARCEL 1 ~ I ~CJ<V~1~<<~\ 8503 :l: SO. FT. 0) 1 ~~. nt:P ..~ 0' -\'\ f;j R~" Q\ S(}'A::\'2 . ~ - I . .s '5- c,(}~' ~ ~ I ro~f;)~ 'Y ....... 7;00 FT. '" J - ,\ PUE (3) ~~ 1 I E-i ~ tI.l ~ ~ o ~ ~ .:> o tI) PARCE~ 2 7079 :t SO. FT. REFERENCES LEGEND 1. SURVEY MAP BY REX A BETZ FILED APRIL 27, 2000 AS CSF NO 36550. 2. LPPN 2008-P2205 BY. REX A BETZ FILED JANUARY 24; 2008 AS CSF NO 40894. 3. LPPN 2007 -P2141 BY SCOTT J. GOEBEL FILED JUNE 29, 2007 AS CSF NO 40584. 4. "E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28, 1946 IN BOOK 12 AT PAGE 20 LCOPR. 5. SURVEY MAP BY R. WILSON HUTCHISON FILED AUGUST 1969 AS . CSF NO 15992. 6. SURVEY MAP BY TIMOTHY D. MAHONEY FILED FEBRUARY 11, 2008 AS CSF NO 40908. 7. EASEMENT AND MAINTENANCE AGREEMENT RECORDED MARCH 8; 2006 AT RECORDER'S NUMBER 2006-015440 LCOOR. 8. EASEMENT AND MAINTENANCE AGREEMENT RECORDED MARCH 8, 2006 AT RECORDER'S NUMBER 2006~0 15441 LCOOR. 9. PRIVATE UTILITY EASEMENT RECORDED JUNE 29, 2007 AT RECORDER'S NUMBER 2007-044335 LCOOR. 10. DECLARA TlON OF JOINT USE VARIABLE WIDTH PRIVATE ACCESS AND PRIVA T~ UTILITY EASEMENT. AND JOINT USE VARIABLE WIDTH PRIVA TE STORMWA TER EASEMENT BENEFITTING PARCELS 1 AND 2 RECORDED , 20 AT RECORDER'S NUMBER 20 . LCOOR~ 11. 5.00-FOOT WIDE PRIVATE SANITARY SEWER EASEMENT BENEFITTING PARCEL 1 OF LPPN 2007-P2141 RECORDED 20_ AT RECORDER'S NUMBER 20 LCOOR. . @ FOUND MONUMENT AS NOTED. ~ SET 5/8" x 30" REBAR WITH YELLOW PLASTIC ~ CAP MARKED "BRANCH ENG INC.". . ~. SET 2 1/2" MAG NAIL WITH BRASS WASHER MARKED "BRANCH ENG" o CALCULATED POINT - NOTHiNG FOUND NOR. SET. CSF DENOTES COUNTY SURVEY FILE. YPC DENOTES YELLOW PLASTIC CAP. PUE DENOTES PUBLIC UTILITY EASEMENT. (NTS) DENOTES NOT TO SCALE. LCOOR DENOTES LANE COUNTY OFFICIAL RECORDS. LCOPR DENOTES LANE COUNTY OREGON PLA TRECORDS. () DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. CURve TABLe CURVE DELTA RADIUS ARC ,._..~L..., _ ~~~~~~~,~~,.- _1.i:OO 25.02 C2 33'33'27" 14.00 8.20 ------- --~- --- C3 31'16'33" 46.00 25.91 LONG CHORD 570'51'10"E 24.63 N71'59'40'W 8.08 572'21'13"[ 25.57 . ,~ '. ~.. Branch Engineering, Inc. ...~ 310 Fifth Street . Springfield, Oregon 97477 (541)746:-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil . structures . Transportation . Surveying CITY OF SPRINGFIELD CASE NO. SUB 2008-00040 REGISTERED PROFESSIONAL LAND SURVEYOR ~ ......~I ~PJ , r OREOON-'" JULY 20,1993 REX A. BETZ .~ #2606 /I EXPIRES: DECEMBER 31, 2009 NOTES ,. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. 2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS SET FORTH IN THE SPRINGFIELD DEVELOPMENT CODE: Z:\2008\08-142 Nowak\PLAT\08-142-2 NO HATCH plat.dwg, Layout (2) PROJECT NO. 08-142 PAGE 2 OF 3 -~ SAVED: Jul08, 2009 at 10:11am GPW BF8042X..:...4 LAND PARTITION PLAT NUMBER ~J .~ R E COR D E D LANE COUNTY SURVEYORS OfFICE C.S. FILE NO. FILING DATE DECLARATION . ... . KNOW ALL PERSONS BY THESE PRESENTS tHAT DAVID M. NOWAK (1) DOES HEREBY CERTIFY THAT HE is THE OWNER OF THE LAND AS HEREON DESCRIBED AND. DOES CAUSE THE PROPERTY TO. BE PARTITIONED IN ACCORDANCE WITH THE PROVISIONS or CHAPTER 92 OF THE OREGON REVISED STATUTES AS HEREON SHOWN; (2) DOES HEREBY ACKNOWLEDGE .THE CREATION OF f$Y SEPARAtE INSTRUMENtS OF (A) THE JOINT USE VARIABLE WIDTH PRIVATE ACCESS AND PRIVATE UTILITY EASEMENT THAT UES IN PARCEL 1 AND BENEFITS PARCELS 1 AND 2 AS NOTED IN REFERENcE 10 HEREON,. (B) THE JOINT USE VARIABLE WIDTH PRIVATE STORMWATER. DRAINAGE EASEMENT THAT LIES IN PARCEL 1 AND.BENEFlTS PARCELS t ANo2 AS NOtED IN REFERENCE 10 HEREON, AND (C) THE 5.00-FOOT WIDE PRIVATE SANI.TAR. Y. SEWE.R EA. SEME. NT THAT L.IES IN P..'ARCEL '.. AND BENEFITS. PARCEL 1 QF LPPN ..2007-P2141 AS NOTED IN REFERENCE 11 HEREON; AND (3) DO HERE8YACKNOWLEDGE THE FOLLOW/~G. EXISTING EASEMENTS. OF RECORD: (A) THE 6.00..;.FOOT PUBLIC UTILITIES EASEMENT THA T RUNS ALONG. THE EAST 6.00 FEET OF. PARCEL 2 AS. DEDICATED ON THE "E.M. HINSHAW PLAT", (B) THE. 7.00..:..FOOT AND THE 5.00-FOOT BY 150.00:"'FOOT PUBLIC UTILITY EASEMENTS THAT RUN ALONG THE WEST 7.00 FEET AND NORTH 5.00 FEET OFTHE LANDS PARTITIONED HEREON AS DEDICATED ON LPPN 2007~P214.1, (C) THE VARIABLE WIDTH PRIVATE ACCESS EASEMENT THAT RUNS ALONG .THE NORTHERN PORTION OF PARCEL 1 AND . NORTHWESTERN PORTION OF PARCEL 2 AS CREATED IN RECORDER'S NUMBER2006~015440; (D). THE VARIABLE WIDTH PRIVATE UTILITY EASEMENT THAT RUNS ALONG THE NORTHERN PQRTlON OF PARCEL 1 AND NORTHWESTERN PORTION OF PARCEL 2 AS CREATEO IN RECORDER'S. NUMBER 2007- 044335;. AND (4) ACKNOWLEDGE THE MAINTENANCE RESPONSIBIL~tIES ..CONTAINED .IN (A). THE 13.00- FOOT BY 150.00-FOOT PRIVATE ACCESS EASEMENT THAT RUNS ALONG THE SOUTH LINE OF LOT 57 OF THE "E.M. HINSHAW PLAT" AS CREATED IN RECORDER'S NUMBER 2006..;.015441 AND (B) THE VARIABLE WIDTH PRIVATE ACCESS EASEMENT THAT RUNS ALONG THE NORTHERN PORTION OF PARCEL 1 AND NORTHWESTERN PORTION OF PARCEL 2 AS CREATED IN RECORDER'S NUMBER 2006-015440. DAVID M.. NOWAk NARRATIVE THE PURPOSE OF THIS SURVEY IS (1) TO PARTITION AND Mf\RK WITH PROPER MONUMENTS IN ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92 AND LOCAL ORDINANCES THE PARTITION PLAT FOR DAVID M. NOWAK, CITY OF SPRINGFIELD CASE NO. SUB2008~00040; A$ GIVEN TENTATIVE APPROVAL ON. OCTOBER 13, 2008 BY THE CITY OF .SPRINGFlELD AND (2) TO REFLECT A RESURVEY OF THE WEST AND EAST BOUNDARIES OF LAND PARTITION PLAT NUMBER 2008-P2205 AS ADJUSTED TO MATCH THE SURVEYED LOCATIONS OF SOUTH 47TH STREET AS PREVIOUSLY SHOWN IN THE BOUNDARY SURVEY BY REX A. BETZ THAT WAS FILED APRIL 20, 2000 AS LANE COUNTY SURVEY FILE NUMBER 36550 (REF 1) AND THE EAST LINE OF THE THOMAS D. EDWARDS DONATION LAND CLAIM NUMBER 55 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THEWILLAMETTE. MERIDIAN AS RETRACED IN THE SURVEY BY TIMOTHY D. MAHONEY THAT WAS FILED FEBRUARY 1,; 2008 AS LANE COUNrY SURVEY FILE NUMBER 40908 (REF 6). . WITH REGARDS TO THE LOCATION OF SOUTH 47TH STREET AS SHOWN HEREON, TAKE NOTE THAT THE CENTERLINE OF SOUTH 47TH STREET AS MONUMENTED AND SHOWN ON CSF 36650 (REf 1) WAS HELD AS BEING THE CENTERLINE OF SAID STREET FOR THIS PARTITION PLAT. EIGHT YEARS FOLLOWING SAID SURVEY (REF 1) LAND PARTITION PLAT NUMBER 2008-P2205 BY REX A. eETZ WAS FILED JANUARY 24, 2008 AS CSF 40894 (REF 2) DID NOT TAKETHE PREVIOUS SURVEY (REF 1) INTO CONSIDERATION AND RELIED ON MONUMENTS FOUND ALONG THE WEST MARGIN FOR CALCULATION OF THE STREET. THIS RESULTED IN AN INCONSISTENCY OF APPROXIMATELY 0.20 FEET MORE OR LESS AS SHOWN HEREON. WITH REGARDS TO THE LOCATION OF THE EAST LINE OF THE THOMAS D. EDWARDS DONATION LAND CLAIM NUMBER 55, TAKE NOTE THAT LPPN 2007-P2141 BY SCOTT J. GOEBEL FILED JUNE 29, 2007 AS CSF40584 (REF J) AND AFORESAID LPPN 2008-P2205 BY REX A. BETZ (REF 2) FOUND 3/4" IRON PIPE MONUMENTS AT A NUMBER OF LOT CORNERS ALONG THE PURPORTED EAST PLAT BOUNDARY OF "EM. HINSHAW PLAT" THAT WAS PLATTED AND RECORDED JUNE 28, 1946 (REF 4). THESE MONUMENTS WERE USED IN SAID LPPN'S (REF 2.AND REF 3) TO CALCULATE A.. POSITION FOR SAID EAST PLAT BOUNDARY AND SAID .EAST DLC LINE. SUBSEQUENT TO SAID LPPN'S (REF 2 AND REF J) TIMOTHY D.. MAHONE:Y RETRACED THE TRUE LOCATION OF SAID EAST DLC LINE BY UNCOVERING EXISTING DLC MONUMENTS AS SHOWN ON HIS SURVEY THAT WAS FILED FEBRUARY 11, 2008 CSF 40908 (REF 6). THE FIELD LOCATION OF THE LINE BETWEEN THE FOUND DLe MONUMENTS WAS HELD AS BEING THE TRUE EAST PLAT BOUNDARY OF THE "E,M. HINSHAW PLAT" (REF 4); TAKING INTO CONSIDERATION THE ABOVE, THE . POINTS AND LINES SHOWN ON THIS PARTITiON PLAT THAT ARE PERTINENT TO THIS PLAT WERE ESTABLISHED AS FOLLOWS: THE RAILROAD SPIKE (MON'A'? FOUND AT THE CENTERLINE INTERSECTION OF SOUTH 46TH STREET AND BLUEBELLE WAY AND THE RAILROAD~PIKE (MON "B') FOUND AT THE CENTERLINE INTERSECTION OF SOUTH 47TH STREET AND BLUEBELLE WAY WERE ACCEPTED AS BEING IN THE LOCATIONS AS SHOWN ON THE SURVEY MAP BY REX A.! BETZ THAT WAS FILED APRIL 27, 2000 ASCSF NO 36550 (REF 1). THE LINE BETWEEN SAID MONUMENTS WAS ACCEPTED AS BEING THE CENTERLINE OF SAID BLUEBELLE WAY AND THE BEARING "SOUTH 89? 44' 00" EAST" OF THE LINE BETWEEN SAID MONUMENTS AS SHOWN ON SAID CSF 36550 (REF 1) WAS HELD As THE BASIS OF BEARINGS SHOWN HEREON. THE RAILROAD SPIKE THAT WAS SHOWN AS FOUND AT THE CENTERLINE INTERSECTION OF SOUTH 47TH STREET AND DAISY STREET (LYING WEST OF SOUTH 47TH STREET) WAS DESTROYED WITH THE RE- CONSTRUCTION OF DAISY STREET. THE LOCATION OF SAID CENTERLINE INTERSECTION WAS CALCULATED BY RUNNING A LINE SOUTHERLY FROM MONUMENT "B" THE RECORD BEARING AND DISTANCE OF "SOUTH 00' 14' 24" WEST 445.84 FEET AS SHOWN ON SAID CSF 36550 (REF 1). THE MARGINS OF SOUTH 47TH STREET WERE CALCULATED BY OFFSETTING SAID CENTERLINE EASTERLY AND WESTERLY BY 30.00 FEET. THE 5/8" REBAR WITH YPC MARKED "KPFF, INC;" (MON "e'? FOUND AT THE INTERSECTION OF THE SOUTH MARGIN OF DAISY STREET (LYING EAST OF. SOUTH 47TH STREET) WITH THE EAST LINE OF THE THOMAS D. EDWARDS DLC NO. 55 IN TOWNSHIP 17 SOUTH, . RANGE 2. WEST Of THE WILLAMETTE MERIDIAN WAS ACCEPTED AS BEING A POINT ON SAID DLc LINE AS SHOWN ON THE SURVEY MAP BY TIMOTHY D. MAHONEY THAT WAS FILED FEBRUARY 1" 2008 AS CSF NO 40908 (REF 6). THE 5/8" REBAR WITH YPC MARKED "KPFF,. INC." (MON "0') FOUND A T THE WESTERLY, NORTHWEST CORNER OF PARCEL. 1 (5.78 ACRE . TRACT) AS SHOWN ON SAID CSF 40908 (REF 6 ) AND NORTHERLY OF THE NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED. AS BEING A POINT ON THE AFORESAID EAST LINE OF DLC NO. 55 A AS SHOWN ON SAID SURVEY (REF 6). SAID EAST LINE OF DLC NO. 55 WAS CALCULATED BY RUNNING A LINE BETWEEN AFORESAID MONUMENTS ''e'' AND "0". THE 5/8". REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MaN. it,? FOUND AT THE NORTHWEST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED. AS BEING A POINT ON THE WESTERLY EXTENSION OF THE NORTrl LINE OF LOT 56 OF THE "E.M; HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN PARTITION PLAT FOR DAVID NOWAK BEING A REPLAT OF PARCEL 2 OF LAND PARTITION PLAT NO. 2007--P2141 S.E. 1/4, SEC. 32, T.17S., R.2W., If.M. SPRINGFIELD, LANECOUN'j f, OREGON JULY B, 2009 SURVEYOR'S. CERTIFICATE I, REX A. BETZ, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OA TH, DO HEREBY CERTIFY. (1) THAT. THE INITIAL POINT AS. SHOWN HEREON .IS MARKED BY. A 2~" MAG NAIL WITH BRASS WASHER IN LIEU OF A 5/8" X 30" REBAR WITH YELLOW PLASTIC CAP AS APPROVED BY THE LANE COUNTY SURVEYORS OFFICE WHICH INITIAL POINT OCCUPIES THE NORTHWEST CORNER OF THE LANDS.. PARTITIONED . HEREON AS SAID CORNER IS COMMON WITH THE NORTHWEST CORNER OF PARCEL 2 OF LAND PARTITION PLAT NUMBER 2007-P2141 AS PARTITIONED AND RECORDED JANUARY 29, 2007 IN THE LAND PARTITiON PLAT RECORDS OF LANE COUNTY, STATE OF OREGON AND THE NORTHWEST CORNER OF LOT 56 OF THE "E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28 1946 IN BOOK 12 AT PAGE 20 IN THE PLAT RECORDS OF LANE COUNrY, STATE OF OREGON; AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PARTITION: . SITUATED IN THE ClrY OF SPRINGFIELD, LANE CO UN rY, STATE OF OREGON IN THE SOUTHEAST 1/4 OF SECTION. 32 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL 2 OF LAND PARTITION PLAT NO. 2007~P2141 AS PARTITIONED AND RECORDED JANUARY 29, 2007 IN THE LAND PARTITION PLAT RECORDS OF LANE CO UN rY, STATE OF OREGON AND ASSIGNED RECORDER'S NUMBER 2007-044332 IN THE OFFICIAL RECORDS OF LANE COUNTY, STATE OF OREGON. ON LPPN 2007~ P2141 (REF 3). THE 5/8" REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MON "F'? FOUND AT THE NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED AS BEING A POINT ON SAID NORTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN ON LPPN 2007-P2141 (REF 3). THE 5/8" REBAR WITH YPC MARKED "BRANCH ENG. INC." (MON "G'? FOUND AT THE SOUTHWEST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED AS BEING A POINT ON THE SOUTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN ON LPPN 2008-P2205 BY REX A. BETZ THAT WAS FILED JANUARY 24, 2008 AS CSF NO 40894 (REF 2). THE 5/8" REBAR WITH YPC MARKED "BRANCH ENG. INC." (MON "H'j FOUND A T THE SOUTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED AS BEING A POINT ON SAID SOUTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN ON LPPN 2008-P2205 BY REX A. BETZ THAT WAS FILED JANUARY 24, 2008 AS CSF NO 40894 (REF 2). THE NORTH LINE. AND NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE NORTH LINE AND NORTHEAST CORNER OF SAID LOT 56) WERE CALCULATED BY RUNNING A LINE EASTERLY FROM SAID MONUMENT "E" TO SAID MONUMENT "F" AND EXTENDING SAID LINE TO ITS POINT OF INTERSECTION WITH AFORESAID EAST LINE OF DLC NO. 55. THE NORTHWEST CORNER OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE NORTHWEST CORNER OF SAID LOT 56) WAS CALCULA TED BY INTERSECTION OF AFORESAID NORTH LINE WITH THE EAST MARGIN OF SOUTH 47TH STREET. THE SOUTH LINE AND SOUTHWEST CORNER OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AND THE SOUTHEAST CORNER OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE SOUTHEAST CORNER OF SAID LOT 56) WERE CALCULATED BY RUNNlNG.A LINE BETWEEN AFORESAID MONUMENTS "G" AND "H" AND EXTENDING SAID LINE EASTERLY TO ITS INTERSECTION WITH THE AFORESAID EAST LINE OF DLC NO. 55 AND WESTERLY TO ITS INTERSECTION WITH THE AFORESAID EAST MARGIN OF SOUTH 47TH STREET. THE EAST LINE OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE EAST LINE OF SAID LOT 56) AND THE WEST LINE OF SAID LOT 56 WERE CALCULATED BY RUNNING LINES BETWEEN THE. NORTHEAST AND SOUTHEAST CORNERS AND THE NORTHWEST AND SOUTHWEST CORNERS RESPECTIVELY. THE 5/8" REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MON ''1'? FOUND AT THE SOUTHEAST CORNER OF PARCEL 1 OF LPPN 2007-P2141 (REF 3) WAS FOUND ON THE SOUTH LINE OF LOT 56 AND HELD FOR THE LOCATION OF SAID SOUTHEAST CORNER. THE NORTH LINE OF SAID PARCEL 1 OF LPPN 2007 ~P2141 (REF 3) WAS CALCULATED BY OFFSETTING THE NORTH LINE OF SAID LOT 56 SOUTHERLY 20.00 FEET BY PERPENDICULAR MEASUREMENT AS SHOWN .ON SAID PARTITION. THE .5/8" REBAR WITH YPC MARKED "G.E.S. PL.S 2280" (MON "J'? FOUND AT THE NORTHEAST CORNER OF SAID PARCEL 1 OF LPPN 2007-P2141 (REF 3) WAS FOUND TO LIE ON AFORESAID OFFSET LINE AND WAS . ACCEPTED AS LYING AT SAID NORTHEAST CORNER. THE NORTHWEST CORNER OF SAID PARCEL 1 OF LPPN 2007-P2141 (REF 3) WAS CALCULATED BY INTERSECTION OF AFORESAID OFFSET LINE WITH THE EAST MARGIN OF SOUTH 47TH STREET: ALL REMAINING PARCEL LINES NOT CALLED ABOVE WERE CALCULATED BY CONNECTING LINES BETWEEN THEIR RESPECTIVE CORNERS. ALL INTERIOR LINES WERE ESTABLISHED. AS PER THE APPROVED TENTATIVE PARTITION MAP AT THE DIRECTION OF THE PROPERTY OWNER. ADDITIONAL POINTS AND LINES SHOWN ON THIS PARTITION PLAT THAT ARE PERTINENT TO THE RESURVEY OF THE WEST AND EAST BOUNDARIES OF LAND PARTITION PLAT NUMBER 200B-P2205 WERE ESTABLISHED AS FOLLOWS: T,H.f 5/8" REBAR WITH YPC MARKED i'BRANCH ENG. INC." (MON "K') AND THE 3/4" IRON PIPE (MON L j FOUND AT THE SOUTHWEST AND SOUTHEAST CORNERS, RESPECTIVELY, OF LPPN 2008":'P2205 (REF 2) WERE ACCEPTED AS BEING POINTS ON THE SOUTH LINE OF SAID LAND PARTITION PLAT. THE SOUTH PARTITION BOUNDARY AND TRUE SOUTHWEST AND SOUTHEAST CORNERS OF SAID LPPN (REF 2) WERE . CALCULATED BY RUNNING A LINE BETWEEN AFORESAID MONUMENTS"K" AND '1" AND EXTENDING SAID LINE [ASTERL Y TO THE ~FORESAID EAST LINE OF DLC NUMBER 55 AND WESTERLY TO THE EAST MARGIN or SOUTH 47TH STREET. THE NORTH LINE AND NORTHWEST AND NORTHEAST CORNERS OF SAID LPPN 2008-P2205 (REF 2) WERE ACCEPTED AS BEING COMMON WITH THE SOUTH LINE AND SOUTHWEST AND SOUTHEAST CORNERS OF THE LANDS PARTITIONED HEREON. THE WEST AND EASt LINES OF SAID LPPN 2008..;.P2205 (REF 2) WERE CALCULATED BY CONNECTING LINES BETWEEN THE NORTHWEST AND SOUTHWEST CORNERS AND NORTHEAST AND SOUTHEAST CORNERS, RESPECTIVELY. THE YELLOW PLASTIC CAPS MARKED "BRANCH ENG. INC." THAT WERE SET IN SAID LPPN 2008-P2205 (REF 2) AT THE SOUTHWEST, NORTHWEST AND NORTHEAST CORNERS WERE REMOVED AND REPLACED WITH RED PLASTIC CAPS MARKED "REF MON. BRANCH ENG." MONUMENTS WITH YELLOW PLASTIC CAPS HAVE BEEN SET AT THE TRUE NORTHWEST, NORTHEAST AND SOUTHEAST CORNERS OF LPPN 2008-P2205 (REF 2) AS SURVEYED AND SHOWN HEREON. NO NEW MONUMENT HAS BEEN SET FOR THE SOUTHWEST CORNER. CITY OF SPRINGFIELD CASE NO. SUB 2008-00040 BF8042X-4 DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES NOTICE: OWNER ANDPARTITIONER DAVID M. NOWAK . 5729 MAIN STREET PMB. 239 SPRINGFIELD, OR 97478 THIS PLAT SUBMITTED FOR PUBLIC AGENCY REVIEW ONLY - IT IS Nor OF PUBLIC RECORD DO NOT COpy AC/(NOWLEDGMENT . . STATE .OF OREGON ).. COUNTY OF LANE ) SS ON THIS DAY OF 20 , BEFORE ME PERSONALLY APPEARED DAVID M. NOWAK AND ACKNOWLEDGED THE. FOREGOING INSTRUMENt. TO BE HIS VOLUNTARY ACT. AND DEED. NOTARY SIGNATURE PRINTED NAME OF NOTARY NOTARY PUBLIC FOR .OREGON COMMISSION NO. MY COMMISSION EXPIRES: (PRINTED IN FULL: MONTH DAY, yEAR) RESTRICTIONS THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS. AND RESTRICTIONS RECORDED .' 20 AT RECORDER'S NUMBER , IN LANE COUNTY OREGON OFFICIAL RECORDS; CONCURRENCE CONCURRENCE GRANTING PERMiSSION FOR THE PARTITIONING AND PLATTING OF THE PROPERTY AS DESCRIBED HEREON WAS RECORDED ., 20 , AT RECORDER'S NUMBER , IN LANE COUNTY OREGoN OFFICIAL RECORDS. APPI~OVALS CITY OF SPRINGFIELD: CITY PLANNING DIRECTOR DATE CITY SURVEYOR DATE LANE COUNTY: COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE ~ , ~ Branch Engineering, Inc. . ~J 310 Fifth Street . Springfield, Oregon . 97477 . (541)746-0637 FAX (541)746-0389 branchadiniri@branchengineering.com Civil. Structures. Transportation. Surveying REGISTERED PROFESSIONAL .LA... N... .D. ..... ..SUR.VE.Y. O~r.... .... _~-,. /dSr pj . / OREGQN~ JULY 20, 1993 REX A. 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NNNNNNNNNC'lNN~ I~ ~ ! ~ CI)~ J ~ ~5 .~~, i tb~ t:!: <<1.' ~~~a tJ)~ i Q :S !f~ I ~iG ~ :)"'(~ Ii (/) ~ ~ ell c::: 0: ~ 0 8~~ I ~ ~~ ~ ~ o . I ('1) "-' 0 z ~ t3 a a ~ I ~ 00 v o o o J, o o N ro ::> CI) o z CxJ CI) < u a ...J UJ ~ o z ~ 0.. U) t.w o ~ C) v o .-I d z b ..J ~ N ('1) N o ..... .... 0.. < ~ (j) ~ o CI) CI) C:tl r./) rn <( THE PURPOSE OF SURVr;y ts 1'0 OETERMINb; THE BOUNVARY tINES OF THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED CONVEYED TO WESTWINU HOLDINGS, LLC, RP.CORDED ON MAY 10, 2005, AS INST~UMENT NO. 2005-034030 (94), LANE COUNTY OFFICIAL RP.CORDS. PARC~L 1 OF SAID DEED DESCRIBES THE . PORTION LYING NOHTH OF THb; BOOTH-KELLY ROAD AND PARCEL 2 Db;SC~IBESTHAT PORTION LYING SOUTH OF THE BOOTH-KELLY AND WEYERIIAEUSER HAUL ROAUS. THE PURPOSP. OF THIS SURVEY IS ALSO TO. DETBRMINE THE EXTERIOR OOUNDARY OF THE PROPOSF.O WF.STWIND ESTATES SUBDIVISION IN THF. CITY OF SPRINGFIELD. SAID PA~CELS 1 AND 2 WILL BE HEREAFTER KNOWN AS WESTWIND PARCEL 1 ANO WRSTWIND PARCgJ., 2, RESPECTIVELY. McKENZ,tp; HIGHW^Y THE RIGHT OFWAYOF McKENZlJ': HIGllWAY (OHEOON HIGHWAY NO. 15) AKA MAIN STREET, WAS DETERMINED HY HOLDING THE FOUNn . . MONUMENTS AT POINTS NO:S 9022, 21060, AND 21063, PER ODOT R/W MAP 8B-34-25(105). THIS SOLUTION FITS BEST WfTfllN THE FOUND ODOT MONUMENTS AND FOUNt) PRIV^TE MONUMENTS. HELD WIDTH OF 80.00 FEET, 40.00 FEP.T ON EACH SIDE OF CENTERLINE, PER SAID MAP (105). NORTH UNl': WESTWIND PARCEL 1 THE MOST NORTHF-RLY NORTH LINE OF SAID WESTWIND PARCRLl IS' COiNCIDENT WITH THE. SOUTH RIGHT OF WAY LINb; OF SAID McKBNZIl<; . HIGHWAY. POINT eN IS THE MOST NORTI-iEHI,Y NORTHWl<;ST CORNER ANn POINT 'O'IS TIlE MOST NORTHb;HLY NORTHEAST CORNER. POINT eN ^ND POINT 'B' WERE DETERMINED BY HOLDING RECO~l> DISTANCb;S OF 100.00 FF.F.T AND 205.00 FEET RESPECTIVBLY, PER Dl:!;b;D 2005-. 034029{(3), AS. SHOWN HEREON. .WEST LINE THE WEST BOUNDARY LINE OF SAID WESTWIND PARCELS 1 AND 2 IS TIlE WEST LINE (>F THE A.W. HAMMIT DLC, BEING OETERMINEO ny HOLDING THE VOUND MONUMENTS AT TriR NORTHWEST AND SOUTHWEST CORNRRS OF THE SAID OLC, AS SHOWN HgREON; EAST LINE THE RAST LlNR OF SAID WESTWIND PA~CEL 1 WAS DETERMINED BY HOLDING RECORD DEED (94) DISTANCES ON A LINE LYING WEST OF AND PARALLEL WITH ^ LINE OEFENDED BY THE FOUND AND HELD MONUMRNTS AT POINT NUMBERS 9026, 9021. AND9015 PER RECORD SUIZVEYS CS 34151(49), PP 98-Pl192/CS3553(72), AND PP 99-PI265/CS36047(73). THE SOUTHEASTERLY CURV"': SECTION WAS DI<:TF-RMINED OY I IOLDING RECORO DEED CURVE DATA, RADIUS (776.201 AND LENGTH (655.931, pg~THAT CERTAIN DEED NO. 2005- 034029(93) AND EXrb;NDING THE TANGENT SOUTIIEASTERLY TO INTERSECT THE NORTHERLY RIGHT OF WAY LINE OF BOOTH KELLY ROAD, AS OF-FINED IN PARCEL 2 OF THAT CERTAIN DEED RECORD..:}) ON RgEL 54 550, INSTHUMENT NO. 50805(98). nOOTH-KELLY AND WEYERHAgUSl<;l{ ~OADS THE SOUTHE~LY LINE OF SAID WRSTWIND PARCEL 1 AND THE NORTHRRLY UNE OF SAID WESTWIND PA~CEL2, WAS DETERMINED' DY HOLDING THE RECORD Db;ED DATA FOR THR DOOTH-KP.LLY ROAD AND A PORTION OF TlIR WEYERHAEUSb;R HAUL ~OAD, AS OESCRIBED IN THAT CERTAIN lJEgD RECORDgD ON .REEL NO. 54- 550, INSTRUMENT No. 50805(98). SAln ROOTH-KELLY DEED (98) DISTANCES, ANGLES AND CURVE DATA WERE HELD AND ROTATED SO THAT THE NORTHEASTEI:{LY LINE OF PARCEL 1 OF S^ID DOOTH- Kb;LLY DEEO (98) WAS COINCIDENT WrTH TIlE SOUTHWESTE~LY LINE OF THE PLAT OF GATEWAY PARK SECOND ADDITION (57). THE MOST WESTERLY AND SOUTHERLY BOUNDARY OF THE PLAT OF GATEWAY PARK SECOND ADDITION (57) WAS t)F.TRRMINEO BY THE FOLLOW METHOD: HELD THE FOUNt) MONUMENTS AT POINTS 21154, 21155, ANt) 21156 TO ESTADLISH THb; Cb;NTERLINE TANGENT OF ELDERBERRY LOOP. THE MOST WESTERLY BOUNDARY WAS SET SOUTHWEST OF AND PARALLEL WITH SAID CENTERLINE TANGENT AT PLAT OISTANCE OF 115.00 FEET. HELl> THE FOUND MONUMENTS AT POINTS 21078,21081, AND 21082 FOR THE EAST RIGHT OF WAY LINE OF 49TH STREF.T (PLAT BOUNDARY). THE PLAT BOUNDARY ANGLR POINT ON THE EAST SiDE OF 49TH STREET WAS DETERMINF.n BY HOLDING PLAT OISTANCE (286.25) FROM TIlE MONUMENT AT POINT 21082. PLAT ANGLR WAS HELD TO DETERMINETHE SOUTH LlNE, AT END OF 49TH STREET. HELD PLAT RADIUS FOR THR CURVF; Sr;CTlON HETWEEN SAID TANGENT UNES C~J2 4010CQ RECORD OF SURVEY . . .' BEING IN A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, AND, L09ATEDIN THE SE QUARTER OF THE SE QUARTER OF SECTION 32,AND IN THE SW QUARTER OF THE SW QUARTER OF SECTION 33, TOWNSHIP 17 SOUTH, RANGE 2 WEST, AND IN THE NW QUARTER OF THE NW Q.UARl'ER OF SECTION 4, ANDIN THENEQUARTER OF THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETIE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON. . FEBRUARY 1 st., 2008 RECORDED DATE: LANE COUNTY SURVEYORS OFFICE CSF NO, '"i 0<\ 0 e> FILE DA TJ:" If Fe~ 'of>. 6 CUUN I Y GLERK BY:. SOUTH LIN~ OF WJ:;STWIND PARCI~L 2 TIlE SOUTH LINE OFWESTWIND PARCEL 2 IS THr'~ NORTHERLY RIGHTOf WAY LINK OF THE UNION PACIFIC HAfLROAD DETERMINED AS OF-SCRIBED OELOW. . . . . UNION PACIFIC RAILROAD (Ui)RRl (FORMERLY SQUTHERN PACIFIC RAfLROAD (SPRR) THE CENTERLINE OF THE EXISTTNGTRACT WAS LOCATED ALONG THE ENTIRF. SOUTHERN BORDER.IN ADDITION TO OTHl<;1-{ SPOT LOCATIONS SHOWN HB~EON TO nRTERMINE THR RAILROAD RIGHT. OF WAY AND STATIONING. THR SPRR MAI' (74) SIIOWS THIS RIGHT OF WAY SECTION WJTH TAPER CURVES INTO AND OUT OF THE CENTRAL CU~VES. THE CALCULATED POSITION USING THb; SI'RR MAP (74.) TAPER CURVE DATA WITH TilE TANGENTS AS DETERMINED BELOW, WOULD NOT FIT THE EXISTING T}{ACK. IT WAS DETRRMINED FROM CALCULATIONS THAT THE EXISTING TRACK WAS RE-ALIGNgl) IN THIS ARl<;A AND THAT THE RAILROAD DID NOTflOLD THE RECORD TAPER CURVE DATK '1'0 DETERMINE THE ~AILRO^D RIGHT OF WAY CBNTB~LINE THB TANGENTS WERR r~AIO OUTI"lRST BY USING A CALCULATE BEST FIT LINE FHOM THE TlES TO THE RXISTING TRACK CENTERLINE. HOLDING THE~.E TANGENTS, TOG~THER WITH TH~; SP~~ MAP (74) CENTRAL CURVE OATA (RADIUS & LENGTH)AND THE.TOTAL TAPER LENGTH, SI'I~ALS CU~Vb;S WRRE CALCULATED AT 001'1 I ENDS OF THE CENTRAL CURVES. THESE SOLUTIONS FIT THE t<';XISTING TRACK CRNTERLlNE AND TIlE FOUND MONUMENTS AT PT. 9032, SET IN (54) AND PT. 5tOO, SET IN (46), 30.00FF.ET FROM UPRR CF;NTERLINE. THE FOUND 24" CONCRETE CULVERT AT STATION 613+90.80 WAS HELD FOH STATIONING AS CALLED OUT ON SAID SPRR MAP (74). EAST LlN~ OF SAID WESTWIND PARCEL 2 THF; RAST LINE OF SAID WJ:o.;STWIND PARCRL 2, WAS DETERMINRn RY HOLUING THE FOUND.MONUMENTS AT POINT NO. 9036 AND 21074 PER (38) ANn RXTENDINO TI IE LINg NORTH 0;4 7 FEET TO INTERSECT THR SOUTH LINE OF PARCEL 1, AS DESCRIBED IN SAID BOOTH- KELLY DEED (98). RECORO OF SURVEYS: 1 431 2 441 3 61Rl 3a 6399 4 641R 5 6716 6 6897 7 69R7 8 7047 9 7914 10 9283 11 97 18 12 104 15 13 10695 . 14 1095R 15 11535 16 1190 I 17 12286 18 12866 19 132 19 20 14072 21 14362 22 14503 23 15827 24 16619 25 18460 26 18863 27 19424 28 19651 29 20565 30 20630 31 20907 32 21727 33 22038 34 22476 35 22916 36 23167 37 23580 38 23776 3<) 24475 40 25238 41 25246 42 27001 43 28945 44. 29328 45 29755 46 30235 47 32214 48 32490 49 34151 50 ~~5273 51 35710 52 36550 53 37307 R8 INS"'. NO. 58163 89 . INST. NO. 58164 90 INST.NO.85900 C) 1 lNST. NO. 2001-077441 92 INST. NO. 2002 ()16522 93 INSi'. NO. 2005 OJ402c)' 94 INST. NO. 2005-034030. 95 l~gl<;L 177-610, INST. NO. 40857 96 REEL 1794 R, INST. NO. 9255690 97 REEL 256'1R, INST. NO. 990S7098 98 ~";EL 54 550, INST. NO. 50805 99 REEL 627R, INST. NO. 738919 100 REF-I. NO. 1252R, INST. NO. 832299 101 REEL NO. 1252R, INST. NO. 832299 102 REEL NO. 1262R, rNST. NO. 833231 1 03 I~EEL NO. 1368R, INST. NO. 853377 104 REEL NO~ I89IR, INST. NO. 9370'16 ODOT RIGHT-Of-WAY MAP 105 MAP NO. 8B-34-25. SUBDIVISION PLATS: 54 ROCKY ROAD 55 P..M. HINSHAW 56 GATEWAY PA~K FIRST ADDITION 57 GATEWAY PARK SECOND ADDITION 58 GATEWAY PARK THIRD ADDITION 59 LEONORA ESTATES 60 AMB-LlS 61 MARRROOK 62 BISHOP ESTATES 63 MICHAF.l. MANOR 64 IIAIDYN MEADOW FIRST ADDITION 65 HLUEBELLE PARK CS NO. 38845 BK. 12 PG. 20 Rt<. 62 PG. 12 BK. 66 PO. 26 BK. 67 PG. 14 OK. 69 PO. 7 BK. 73 1'0. 43 BK. 75 PG. 258 OK. 75 PG. 45 HK. 75 PO. 497 BK. 75 PG. 615 OK.17 PO. 116 . PARTITION PLAT: 66 PP NO. CS NO. 67 . 95 P0763 33244 68 96-08156 34657 69 96-P0870 33777 70 97 P094 1 34076 71 97-PI033346I8 72 9$- P 1192 35553 7~~ 99 1'1265 :~6047 RAILROAD MAP 74 SOUTHERN PACIFIC RR MAP (NOW UNION PACifIC RR) RIGHT OFWAY AND TRACK MAP, MAiN LINE SPRINGFIELD ,JUNCTION TO NATRON STATION 501+36.2 TO STATION 699+30 MAl' NO. V -26/2 (SOUTHRR PACIfIC NO.) UNION PACIFIC NO. 4580 I, S-2, OR, V-26 75 ROAD FILE NO. 1926, FILE NO. 3275 FOR BOOTH-KELLY ROAD 76 ROAD FILE NO. 2003 HOAD NO. 1238 WEYERHAEU8ER HAUL HOAD 77 WEYb;~HAEUSEH TIMRER CO. MAP SPRINGF1El.n MILL SITE, DATED APRIL 1947,REVISED 1-22-48 CORNER RF.PORT (BT'S) 78 NO. 12202 S.W. CORNb;H, A.W. HAMMIT, DLC NO. 86 79 NO. 11060, NNE. CORNER, 1'.0. EDWARDS, DLC NO: 55 80 NO. 11172, N.W. CORNEI<,A.W. HAMMIT, DLC NO. 38 CORNER RF.STORATIONREPORT 81 NO. 6608, S.W. CORNBR, A.W. HAMMIT. DLC NO. 86 DEBDS 82 OK. 186 PO. 175 83 HK. 317 PG. 165 84 OK. 317 PO. 167 . 85 HK. 317 PG. 169 86 BK. 317 PG. 17 I 87 OK. 35 I PO. 305 (XX) DENOTES REFERENC~ DOCUMENT NUMBER. .. . BASIS OF B:EARINGS TIlE DASIS 01<' BEARINGS IS THE OREGON STATE PLANE COORDINATE SYSTEM l~~YTI}~()IIJ.E,.I'SAD "8.31.: .E3.~~f.D ON GPS OBSERVATIONS USING NOS STATION DAVE, PID QE174:l:^ND 1.ANE COUNTY CONTROL MONUMENT DEA-16591 BEARING ALONG TIlE .WEST LINE OF A.W.lIAMMIT OONATION LANnCLAIM IS NORTH OJ048'50;~ EAST. NOTE: FOUND MONUMENTS SHOWN HRRP. ON WERE LOCATf~J) nETWEEN JULY 2005 & NOVEMBER 2007. PROJECT W ^S SOLD TO ANDERSON DEVELOPMENT LLC, 1'I:{ESENT OWNER IN 2007. CUHVJ:o.; TABLE CURVE LENGTH ~Al)IUS DELTA TANGENT CHORD DIST CHOI:{D DIRECfION Cl 98.76 430.00 13009'34" 49.60 98.54 N81026'26"W C2 84.98 370.00 13009'34" 42.68 84.79 N79026'26"W C3 268.25 766.20 .20003'35" 135.51 266.89 S08012'22"E C4 91.87 400.00 13009'34" 46.14 91.67 N81026'26"W C5 94.44 400.00 13031"39" 47.44 94.22 S81 "37"29"E C6 525.78 1462.39 20"35'59" 265.76 522.95 N62"16'49"W C7 1048.70 1432.39 41056'53" 549.10 1025.43 N72057' 16"W C8 316.48 1402.39 12055'47"' 158.91 315.81 S57"08'14 "E C9 300.07 766.20 22026'19" 151/)8 298.15 S36000'2S"E / REGISTERED " ctO 286.05 608.02 26"57'2 J" t 45.72 283.42 N82043'15'W PROFESSIONAL Cll 265.86 538.74 28016'29" 135.70 263.17 N82003'41"W C12 65.02 542.92 6051'42" 32.55 64.98 N64027'34"W --l-AND SURVEYOR C13 323,25 1432.39 12055'47" 162.31 322.56 S57008'14"E I CERTIFY TIt^T T1IIS su~vi<;Y OREG~~ .C14 51.10 766.20 3049'17" 25.56 51.09 S22052'37"E W AS PREPARED USING UP PRODUCT NO. 51640A ON C15 36.49 766.20 2043'43" 18.25 .36.48 S19036'04"E CONTINENTAL NO. JI'C4M2 C16 158,75 633.39 14"216'36" 79.79 158.33 S38007"17"E POLYESTER FILM L Y 26, 1988 (;17 34.99 633.39 3"09'55" 17.50 34.99 S29021'30"E TIMOTHY D. MAHONEY C18 33.94 633.39 3"04'11" 16.97 33.93 S26" 14'27"E , 2347 / C19 68.92 633.39 6014'05" .34.50 68.89 821 "35'19"E EXPIRES 12/31/D' C20 48.42 633.39 4022'50" 24.22 48.41 . 816u16'51"E C21 ()8.'12 633.39 6011'24" 34.25 68.39 S10059'45"E C22 74.34 633.39 6043'30" 37.21 74.30 S04"32'18"W C23 32.13 633.39 2"54'24" 16;07 32. J 3 SOooI6'39"W. C24 13.96 608.02 1 <> 18'55" 6.98 13.96 S68035'07"E C25 23.88 390.19 3"30'25" 11.94 23.88 S46 004 '21"E C26 94.16 390.19 13"49'37" 47.31 93.93 S54"44'22"E C27 101.60 390.19 11"55'09" 51.09 1 0 1.3 1 S69"06'45"~ /1IJJ:lJ Consulting Engineers C28 126.05 415.19 17"23'39" 63.51 125.56 853000'58"E C29 190.43 415.19 26" 16'46" 96.92 188.77 874"5 I'll "E 111 S~ Fifth AYa7~ Suite 2500 Portland, CR 97204-3628 C30 285.80 603.0 I 27"09'21" 145.64 283.13 S74"36'23"R (503) 227-3251 Civil Fax (503) 274--4681 PorlMnd SHill. L~.AngelH 8M Fr.,,~co 8.'" DItIgo PhtJMlx Irm. VIr;m. . PROJECT NO. 306805.20 SHEET 40}<' 4 ASSESSOR'S MAP 17 02 32 - TAX LOT NO.. 1~4 J CITY OF SPRINGFIELD CASE NO. 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