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Home My WebLink AboutPlat, Partition APPLICANT 3/20/2009 ~ LAND..PARTITION PLAT NO. - - t:rJ ~ tt: C'1O-t ?-l .. ~o OZ J..Jt:rJ co ~ ril ~ - - ~ rn <( .6: f:'o.. ~ 0" Oz J..J~ CO I ~ o o + o ~ -~_.- o It) .; 'OJ' o o + ..... ~ _ _v_ .__ ., - ~'".- { , -i _vv o o <X5 ('I) ~ ~ ~ _ _ 183.30' - ... ~ N46043'03"E - - 14.14' 36+00 -- ~ t . l ! f ~ 10.00' ~ . (E4) T \o~ <X)~ ~~ ~; C'l)l ~ . ~ l 35+09 T iff' 00 00 r:--. C'\f- !:tl ~ o o z ~ CO ~ ~ t:: ~ [:r:l \0.' V N v~ o - ..-! o Z f1:l \0. "d-' _ f N. y~ o~ z+ ~ ~,$ 'c)':>. /" /" o~g/" . ~_~. /._<4.'\ ~...,/ ..~,'i4 /". .~~ . . /-;5t>i .,/ ,/~~ .,/ ,/ .,/ ,/. .,/ ,/ ~ 10.00" ~__." . _. -/,,''/ ,/. ../" - . ~ :-88016'40" W 45.59' ~ 47.50' ~ 34+00 t 47.50' S88016'40" E 42.36' 0<<3' q~ t--- , .1 RECORDED LANE COUNTY SURVEYORS OFFICE PEACEHEALTHPARTITION EASEMENTT ABLE (EXISTING PER RIVERBEND PHASE III (E4)- 10.00 FOOT'WIDE PUBLIC UTILITY EASEMENT (E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT (E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE NOTE 2, SHEET!) (Et8) -15.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT GRANTED TO PEACEHEALTH (E35) ":10.00 FOOT WIDE TEMPORARY PUBLIC DRAINAGE EASEMENT TO BE EXTINGUISHED UPON ACCEPTANCE OF AN ALTERNATE PUBLIC STORM WA1~KS~~TJj;M CONSTRUCTED WITH THE EXTENSION OF ST. JOSEPH PLACE AND BALDY VIEW LANE. g 0 + 0 N + ~." S88016'40"E ~ ~ 1- "" --""^""""" -. ,,",,'+'~__ _ _. ST. JOSEPH PLACE ,." BASIS OF BEARINGS ,." S88016'40"E 477.41' ~,._6~' \ "'. \ , 0\ 0\ J> \ . ~\ J>\ \ , .T...EMPORARYPUBLICACCESSEASEMENT~. \ \ t'Ji,K RECEPTION NO. 2008-30896 . i \ \ , . \ i \ i \ i~ 0\ io ~\ ! " <'., .tV-. ........ ........ ;$';>0 ~ ". ......... 0>$' ., ............. (),:i.......".S'a"tJ-. ,/ ......... ......... ~o ''1a .....,~ .,/. /". /"'-o~ ......... ................. .................. ~ '<t>.., .' /".'-.<. . ................. . ~. . ...............~6<10 ~ . ,/ /' ............ ......... '. ..........90'" ,/. ......... ......... ~ .....vo', .,/ ......... ........ .s 5<1'::... ..............tv .l . . . ............. j.,........ 006,~.. .........~9 ~,/ ,/ ........... 6-io'. oo',.~. <e.~ S 48056'56" E ~<::>~. .,/ \ ............... VO'o(;;;.l!J <~,..... ............... 79.26' '?;) /' . <' . .............. tv........ .. .</./;-...... .......... . ' ,/ 9 ......}I> <<1, ;-....., . ........ .......... ~c ,/ / .~,ory. .......~~6<10" . 0.<'9.,........ . ........ ............ ... c:s ,i;)'. . , ?,v ..... vo' ....... C' . /' .. ............00', ........ . ........ . ....'>oJ "t 'f:r:j ,/ ,/ .... tv ................ ,...... . ,/ ...........!J.l oS . ........ . ........ ..... .,/ ,/. PARCEL 2 .........<8......... " ........ OJ /" ............ . ........ ........ ......... ./ J / 560056 ACRES+ ,.,.,.,....,. / . ...... . .-..:::;> '. RIVER . FRONT LOT AREA HAS BEEN ..........'1-....." . "....~. CALCULATED TO THE ORDINARY ........... --+'" "'. HIGH WA1~J:{ MARKS SHOWN HEREON. ~'" .~ '0.....,. 'j7&0~ '" 4'-~,., /" ." I./~..... ~ ~6'a.>-. . .:!.<>j'<.. , ...., 6' ~ ~" . . ./:S:' . ."'" . "'~ . 0, tp'. "\Y;'.,. \ . ~"" " . '\~ 9.'" 8' . . 9' ./~'" ,,'8'a>,\ ~~~~.,. ":<"P .~~ ". Jp." ~:l? .~o "'. . k \ '& \ .9~', . \O'~. ~ ~ '&", . \9~ '\ ~ '0 . \;9, ". \~ .~ R', ", . \ 'v \ .~ '0'. ......0 \':5) S 4P23'31" W.:t./~",~<i :~ 5.50' ~^" \ . J\~"& C> ~ ".' ~ :?a "". .?6' '?O ~'. . , (j'.. / PARCEL 2 S 60040'51" W ~'. 56.056 ACRES 22.83' .' \'~ ),.. ~ f'. . \.l(OC \ ~ < ~ /; S 29009'39" E \ '\. ~ \ ~cY -C 0 \\ ' \ .?, " \ .~ ~ ~ 60.27 " 0'. ~ ' -C \ '\~~ ~ \ (TEMPORARY ../' .../ -.~ ~/(\\.c2 VARIABLE WIDTH ~ (')o/<:~ \ ~t~ 6'.. ~. SWPE EASEMENT ~. '" ~~ (E9) ~ '\\.' ~ :\ "I CERTIFY THAT THIS SURVEY TEMPORARY VARIABLg WIDTH ", ~ \ . WAS PREPARED USING HP PUBLIC ACCESS EASEMENT t'~1< .'~ \ 1 O~ '0 PRODUCT #5164PA ON RECEPTION NO. 2008-:30896 "$~'t CONTINENTAL #JPC4M2 ~_ $~ POLYE~l~R FILM II $~\:I . ~~.. C\\y ~'t I NO. DESCRIPTION 62 I 5/8"x30" IRON ROD W / YpC 'lI\J;'fil< INC." CURVE C8 C44 C45 C46 C47 C49 Cl09 CUD Clll C112 C1l3 Cl15 Cl16 C135 C136 C137 C145 C146 ALL TEMPORARY PUBLIC SLOPE EASEMENTS SHALL BE EXTINGUISHED UPON ISSUANCE 'OF CERTIFICATE OF OCCUPANCY FORTHE RESPECTIVE LOT, JF THE.LOT IS FILLED SUCH THAT THE SLOPES NO LONGER EXIST. o 36+62.72. (R. VB. .~.}... ~ 19+60.49 (STJ) 0'& i-l -.....t--..... ~-i- ~ ~ t ~ I i ~ +PT = 33+3~J~6. ~ ) ?-l- J It')?-l > . CO \0 > ('l') . ~ C'\f () - t'- 33+00 4- (V).~ 1 ~~I ~ $ - 1 i-:f5 ~.lo.\t5 " J ()~C'I) ./ i A I, .L I I ' I f I : I MONUMENT TABLE 3~% 1 J l I . I I ,... f MA.TCfILlN ... f ..... I E - SEESfIE . ... I NOTE: '. . ET20F8 [I] MEASURED BEARINGS AND DISTANr~R THE SAME AS RECORD t'~1< RIVE~END PHASE II, GSF 41070; EXCEPrWHEREOTHERWISE NOTED. [2] [3] " [4] [5] RB, PH II REPLAT OF L9TS, RIVERBENDPHASE II, LOCATEP IN THE NE ONE QUARTER OF SECTION 22 AND THE NW ON~ QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLetMETTE MERIDIAN, CITY OF SPRINGlil~LD, COUNTY OF LANE, STATE OF OREGON JANUARY 2009 REF. # BRG. AND DIST.ISTATION IEVL 10+92.59 LEFf24.83' LENGTH RADIUS 323.51' 43.36' 67.36' 31.70' . 61.90' 306.55' 85.69' 92~86' 70.61' 61.00' 36.16' 226.04' 102.05' 3.68' 30.39' 9.85' 0.31' 93.87' 906.00' 108.00' 57.00' 63.00' 58.00' 858.50' 262.00' 312.00' 316.00' 273.00' 623.00' 628.50' 312~OO' 666.00' 312.00' 312.00' 287.00' 287.00' CURVE TABLE DELTA 20027'32" 23000'06" 67042'27" 28049'47" 61008'44" 20027'32" 18044'25" 17003'08" 12048'07" 12048'07" 3019'33" 20036'24" 18044'25" 00018'58" 05034'53" 01048'35" 00003'42" 18044'25" CHORD BRG NI1056'32"E S14021'19"E S25043'46"E N22032'21"E S33025'38"E N 11 056'32"E S34014'48"E S33024'09"E N57035'57"W N57035'57"W N49032'07"W S37034'31"E S34014'48"E N51002'24"E S27040'02"E S31021'45"E S43035'10"E S34014'48"E CHORD 321. 79' 43.06' 63.51' 31.37' 59.00' 304.92' 85.31 ' 92.51' 70.46' 60.87' 36.16' 224.83' 101.59' 3.68' 30.38' 9.85' 0.31' 93.45' DECLARATION OF ACCESS AND MAINr~l~ANCE AGREEMENT BETWEEN PEACEHEALTH, AWASHINGTON NON-PROFIT CORPORATION, AND WILLAMALANEPARKAND.RECREATIONDISTRICT,.AN OREGON SPECIAL DISTRICT AND THE.CITYQF SPRINGFIELD, BY INSTRUMENT RECORDED MAY 1 0,2006, RECEPTION NO. 2006-032093, LiANE COUNTY OREGON RECORDS. (NOT SHOWNHE;REON;A.l4J:f~CTS THIS PLAT) COVENANTS, CONDITIONS AND RESTRICTIONS BY INSTRUMENT RECORDED APRIL 8,~()08,RECEPTIONNO. 2008-019743, LANE COUNTY QREGONRECORDS.(NOT SHOWN HEREON; AFFECTS THIS PLAT). IMPROVEMENT AGREEMENTS HAVEB~~NSEPARATELY RECORDED AGAINST LOT 8. THE RECORDING NUMJ::S~.KS ARE LISTED IN THE TABLE SHOWN ON THIS SHEET. TAX MAP 17-03-22 TAX LOT 4100 CITY OF SPRINGFIELD CASE NO. SUB 2008-00043 I I DATE: COUNTY CLERK C.S. FILE NO. FILING DATE BY: . I ~~"'''''''''''""",~N'''''....................>N\NIo'l.'''''''~...~~~.....y.__",^"",,,"",^, i -"~-'".~'~'............, ~ ~ ~ ~ ~ ~ ~ - N()RTH , \ \ 6JrOO j o It) .; 'It I [' o o + 'OJ' N - t-. SCl\ _ : .SHEET LAYOUT - i~"-, - . L o o <X5 ('I) ..........J, .~. ."""1;,<P......... ,/ ~~ ~~~~\..._~...::=:;1 . ~ "....~ . d I \ l /' \ SHEET 1 OF8 \ 0, '. ~-"I.!I;j. . PARCEL ~ . SH. Eir '~~ /I ~?OF8 ~ $HEET2 OF'S .~ .! 1 "/1/ . .: . .I1~ "'- ho """'"- "" f (\') ~"''' ~ ~~i ~ it IJ SHEET 4 OF 8 -~t " ::;~/ \ 100 I 50 0 25 ~. 50 ~I 225~75' 1 INCH := 50 FEET j 0-': 000 .~ r-- - . u SHEET INDEX INITIAL POINT 'SHEET 1: SHEET LAYOUT, NORTHERN PORTION OF PARCEL 2 . SHEET 2: NO.t<uIEASTERLYPORTION OF PARCEL 2 AND PARCEL 1 SHEET 3: WESTERLY PORTION OF PARCEL 2,.. SHEET 4: SOUTHERLY PO.t<110N OF PARCEL 2 SHEET 5: SOUTHEASTERLY PORTION OF PARCEL 2 SHEET 6: EASTERLY PORTION OF PARCEL 2 SHEET 7: NO.t<n::lEASTERLY POJ:<.1l0N OF PARCEL 2, SHEET 8: SIG~ATURES, DECLARATION, NARRATIVE, SURVEYOR'S CERTIFICATE PARCEL 2 SHEET 60F8 / 7 SHEET 5 OF 8 (>WNER PEACEHEALTH, 123 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 EA:3T'LINE OF WILLIAM M. STEVENS DLC NO. 46 HELD FOR CENTERLINE STATIONING BALDY VIEW LANE PER "RIVERBEND, PHASE II" TEMPO~Y lIVARIABLE WIDTH PUBLIC ACCESS EASEMENT PER RECEPTION NO. 2008-30896 ./ ,/~~ / . ~~$ . O~\~ CO~\) ~~~ ~-o~ .' --e SEE DETAIL "A'; JONSHE~1 ,... <X) .~ o r-- ~ ,,~ :I: 1''?>\. w :10\ ril ~6 .~ ,\~ ril 1'?'), w :10,\ ,... I ~O . ,... . ril ,... Z ~ 5 ~. ~ \ \ ,.",,~ 1'3)- :-t\ . ~ ~6 ?,.6.B (')rj ~~. ~ " '~ ~ 0 ~. ~~ <~rl'./.. ~~ ~~~! ! 'OlA "'. . .~ I , / \/ .....,/." ",.'" ,... .\.;.~ ...,...".~ \ " NOTE 5 TABLE (SEE NOTE 5, THIS SHEET) LOT DOCUMENT RECEPTION NO. 8 IMPROVEMENT AGREEMENT 2008-030898 .8&9 IMPROVEMENT AGREEMENT FOR LOTS 8. &9 2008-030900 ALL PUBLIC AREAS MAINTENANCE AGREEMENT 2006-032093 8. IMPROVEMENT AGREEMENT 2005-048778 . 8&9 IMPROVEMENT AGREEMENT 9654265 .LEGEND . DENOTES 5/8" x 30" IRON RODW I YPC MARKED "KPFF !NC.".PER RIVERBEND, PHASE II ... DENOTES 1-1/8" DIAMETER BRASS CAP MARKED "I\.t"l<fi INC." t'.t!i.K RIVERBEND, PHAS:e n . DENOTES FOUND MONUMENT AS NOTED IN MONUMENT TABLE 11 (1) REGISTERED PROFESSIONAL LAND SURVEYOR ~ / STJ RVB BVL WI DENOTES FOUND 5/8" iRON ROD W IYPC MARKED "lu'.lil<' INC.", b~l IN CSF 39772 (HEbD) DENOTES FOUND MONUMENT IDNUMBER, SEE MONUMENT TABLE DENOTES ST. JOSEPH PLACE STATION /.JtI~L- // OREGON V JULY 15, 2003 TOO V. KELSO 50701 / EXPIREStY~' . ,.".,. Consultino Engineers W,... m SK! Rfth A~ .&.le 2500 PorIJart'4 a1 97204-8628 (S13) 227-3251 . eM Fax (503) 274-4681 . PorlIMd ..,. ..LotI""'" 11M FlWII1IM;o Ban DIet10 PhotInbt IntIne JOB NO. 301140.36 SH~~r 1 OF 8 ..... " DENOTESRIVERBEND DRIVE STATION DENOTES BALDY VIEW LANE STATION DENOTES WITH PUBUC. UTILITY EASEMENT NOTE: NO BUILDING, STRUCTURES, TRJ~ES, SHRUBBERY OR OTHER OBti 1 KUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT:' YPC DENOTES YELLOW PLASTIC CAP RB, PH II DENOTES RIVERBEND, PHASE II '~J ' , "\,~ Cq;>(/ SlJBZD01-oa::xR ?a.rnM1 Rat - PRJUe.. bletLfHl I .... tg PEACEHEALTH, PARTITION. REPLAT OF WT8, RIVERBEND PHASE II, WCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE NW ONE QUARTER OF SECTION '23, TOWNSHIP 17 SOUTH,. RANGE 3 WEST, WILLAME1TE M,ERIDIAN, CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON JANUARY 2009 RECORDED LANE COUNTY SURVEYORS OFFICE DATE: LAND PARTITION PLAT NO. BY: C.S. FILE NO. . ' FILING DATE \ L3 \ \ \ '\ \.'39?'~OO '\ \~\ , O...~ ~ ~~ \ . ~ \-o~ \\~ \ ~ \ '394+00 -C' . - '~LJ;:A \.. V~E \ v. · . S82035'4<!~_- --RADiAL LEGEND !!:a : DENOTES SET I-lj8" DIAMETER BRASS CAP'MARKED "Kt-Iil' INC." o I)ENOTES SET 5/8" X 30tlIRONROD W lypC ~D "lu'J:tIi' INC." . DENO'I'ES 5/8" x 30" IRON ROD>W / YPCMARKED "KPFF INC." PER RIVERBEND, PHASE II A DENOTES 1-1/8" DIAMETER BRASS CAPMARKEDnlu'.t'liINC." l-'l!i.t<RIVERBEND, PHASE II STJ DENOTES ST. JOSEPH PLACE STATION RVB DENOTES RIVERBEND DRIVE STATION BVL DENOTES BALDY VIEW LANE STATION W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP I- CURVE C8 CIO C17 C20 C26 C27 C28 C41 C48 C49 C50 C124 C125 C126 C127 C128 C129 C139 \ ~ t :LINE La L14 LiS L16 L17 L18 L19 L20 LINE TABLE LENGTH .28.54' 18.00' 44.13' 42.70' 41. 91' 20.00' 20.02' 25.02' BEARING N21030'30"W S22"10'18'W S22"10'18"W S22010'18"W S220 1 O'!8"W S67049'42"E S70005'18"E S22010,'18"W CURVE TABLE DELTA 20"27'32" 22001'22" 8020'53" 14005'23i' 3058'45" 24048'56" 74015',13" 31036'01" 59004'07" 20"27'32" 22001'22" 3045'58" 24048'56" 74" 15'13" 59"04'07" 32"05'43" 02"00'00" 5025'57" COUNTY CLERK 0 NORTH r~~--~-'-l 'LENGTH RADIUS 323.51' ,906.00' 247.53' 644.00' 106.07' 728.00' 179.02' 728.00' 86.01' 1238.50' 63.88' 147.50' 208.00' 160.50' 65.36' 118.50' 151.03' 146.50' 306.55' 858.50' 265.79' 691.50' 79.77' 1213.50' 74.71' 172.50' 175.60' 135.50' 176.81' 171.50' 52.38' 93.50' 25.41' 728~00'. 85.90' 906:00'. ~. ~'" \ \ l f I C41 .I ""'''''''-''-'-.-",.1:\./ ""1 ""'- " r.e~O)' ~/ . l":e t " " ~.! ~ lr) ~ " /! ""1 C128 " " . I ~ ~ -' -- .. ~~.., .. ^- ~l.... L18 \ ~~ " r~ \ '\ \ ! J / seA _ : \ '" I I DETAIL 'B' PRIVATE SANITARY 'x,- SEWER EASEMENT '"" NOT TO SCALE ""--....,.w' -~... SEE DETAIL "B" ON TillS SHEET - 50 100 I .I / o 25 50 /' ",/ ..".:t"O 1 INCH = 50 FEET N64000'OOllW 122.63' POINT IS SET 0.50' NORTHEASTERLY OF ACTUAL CORNER LOT 7 RIVERBEND, PHASE II .-v "---"" .,.,P'''- -""" POINT IS SET 0.50' NORTHEASTERLY OF ACTUAL CORNER N25059'58"E 65.00' N64000'OO"W 7.00' ./V'S8o '.l.<, ~., ''tv SOO , .0"1 ' S64000'OO"E 177.68' ~ N26000'OO"E 21.33' S64000100"E 7.17' N26000'11"E 65.00' CHORD BRG N 11 "56'32"E N11009'37"E N 17" 19'08"W N14026'53"W N89056'1i "W S79038'43"W , 'N75038'09"W N81 "46'39"W N68002'36"W Nll056'32"E S11009'37"W N89049'48"W N79"38'43"E N75"38'09"W N68"02'36"W N8l031'48"W N12008'41"W' N19027'19"E S640QO'QOllE 61.83' CHORD 321. 79' 246.01' 105.98' 178.57' 85.99' 63.3.9' 193.75' 64.53' 144.43' 304.92' 264.16' 79.75' .74.13' 163.57' 169.08' 51.69' ,25.41' 85.87' PARCEL 2 56.056 ACRES+ RIVER FRONT LOT AREA HAS BEEN CALCULATED TO THE ORDINARY HIGH WATER MARKS SHOWN. LOT 6 RIVERBEND, PHASE II EASEMENT TABLE (EXISTING PERRIVERBEND PHASE In (El) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT (E2) - 14.00 FOOT WIDE PUBLIC UTILITY E4SiMENT (E3) - 8.00 FOOT WIDE STREET TREE/STREET LIGHTING EASEMENT (E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT (E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT (E7) - 25.00 FOOT WIDE PUBLIC TRAIL,EASEMENT (E20) - PRIVATE. SANITARY SEWER EASEMENT PUBLIC UTILITY EASEMENT NOTE: NO BUILDING, STRUCTURES, 'l~ES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. "I CERTIFY THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL #JPC4M2 POLYESTER FILM." / REGISTERE;D PROFESSIONAL LAND SURVEYOR , NOTE: [I} MEASURED BEARINGS AND DISTANCES THE SAME AS RECORD PER RIVERBEND PHASETI, CSF 41070, EXCEPT WHERE OTHERWISE NOTED. , .... .TAX MAP 17-P3-22 TAX LOT 4100 CITY OF SPRINGFIELD CASE NO. SUB 2008-00043 ~ JOB NO. 301140.36 SHEET 2 OF 8 , 9 REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON JANUARY 2009 MATCH LINE _ SEE SFIEET 12 OF 8 , I ~ ' . I / I - I ~ ('t) I t OIJ) ~ ~ r:-.: I 1 u~ I 25+00 ~I $ ~ I l --.... I 10.00' ;gl r (E4J- C)~ I t , I 1 1 ,PC = 24+09.49.. I t 24+00 ,I ~ ~ I ~ I. \0 00 I .~f:'o.. 00 ., .00 " ?-II O. z I I 1 .1 I - I I - , l:'- 1'-t Lq' o g, ~rl =...:t 1 I I RIVER FRONT LOT AREAHAS BEEN I CALCULATED TO THE ORDINARY I HIGH WATER MARKS SHOWN. / J I I ., I I I / J I / I I / I J I I I I I J I I I I I I I I '-----10.00' /. ~ I I J I LAND PARTITION PLAT NO. NORTH SCA_ ;: 50 o 25 50 100 " 1 INCH = 50 FEET LOT 6 RlVERBEND,PHASEII ~ f:tl~ - ~ \o~oO !Pn-... 00' . ?!o o.~ 0+- z! ",. PT=23+07.71. t 23+00 I " ~ i ~ ~fo :gi~ C)!~ . u ~ ~ ~ C . T tf ~~ .. ? <<> ""- 1/V'fil" lh t It) - ""'" ..~ Wft t; 0 ~ ~_ ~.r Pc- 1 &C"f ~v" --. . ~ 2;~ ~~~ ~"'" t--J ...........~ ~ -"'~ 22+00 21+97.24 (RVB) ~ i (zJ 15+44.01 (CDW) I ~ tQ to t~ icim <'?lO:: ~$fil ~.i.~ /'.:ill ~ ~ t ~i ~-f- 21+00 !P; cot OJ 2;~ / : I f ..f- . , , -, ........"" "'. LOTS RIVERBEND, PHASE II " 47.50' j i f 47.50' .. ~ 1 ..!.. J 20+00 i i ! ! ; + I f t I ~ ~ t 19+00 ! ~ f l i . i MATCH LINE -.SEE SliE~ .L:.f.{ 40FS t f f.... IJ) r:-.: ~ ~. ff1 ~ ~ ~ IJ) o <<> ~ J PEACEHEALTH PARTITION RECORDED LANE COUNTY SURVEYORS OFFICE DATE: C.S. FILE NO. FILING DATE. COUNTY CLERK BY: ~ l ~ ~ I ~ I L "1 ~ I ~ I ~ PUBLIC UTILITY EASEMENT NOTE: . NO BUILDING, STRUCTURES, TREES, SHRUBtl~td' OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. NOTE: [1] MEASURED BEARINGS ANQ' DISTANCES THE SAME AS , RECORD ./:'J:C.iK RIVERBEND PHASE II, CSF 41070, EXCEPT WHERE OTHERWISE NOTED. EASEMENT TABLE (EXISTING PER RIVERBENDPHASE In (E4) -. 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT CURVE TABLE PARCEL 2 56.056 ACRES+ CURVE LENGTH RADIUS CI0 247.53' 644.00' C11 102.57' 666.00' C50 265.79' 691.50' C55 95.25,' 618.50' DELTA 22001'22" 08049'26" 22001'22" 08049'26" CHORD BRG CHORD Nl1009'37"E 246.01' N04033'39"E 102.47' Sllo09'37"W 264.16' N04033'39"E 95.16' LEGEND . DENOTES 5/8" x 30" IRON ROD WI YPC MARKED "KPFF INC." PER RIV~~~lID, PHASE II ... DENOTES 1-1/8" DIAME1~K BRASS CAP MARKED "KPFF INC." PER RIVERBEND, PHASE II CDW DENOTES CARDINAL WAY STATION RVB DENOTES RNERBEND DRNE STATION WI DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP "I CERTIFY THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL #JPC4M2 POLYESl~K FILM." , 9 ~ " REGISTERED PROFESSIONAL LAND SURVEYOR ~~ OREGON JULY 15,2003 TOO V. KELSO 50701 ;/ EXPIRES &'/~1 1'IlIf"II. C. onsultina Engineers ,. MIll m SK! RfIh A~ &I1e 2500 Port1arI4 a1 972fJ4.-a62J3 (5tB) 227-8251 CNi Fax (503) 274-4681 . , PorIIMd SMilie LOll AII(IIIIM SIIn FrMdtIt:o 11M. DItIgo PhHnbt InIIn9 ...... " I JOB NO. 301140.36 SHEET 3 OF 8 TAXMAP1'7-03~22 . TAX LOT 4100 I CITY OF SPRINGFIELD CASE NO. SUB 2008-00043 I, , t 1> . LAND.PARTITION PLAT'NO. .. ~ ,fil .CI) lr>/ &~:r -4~ I " .t 6': / XQ. / ~ I' / ./ LOT 4 RIVERBEND,PHASE II f /. ~ ~ ! '~ I l I ./6"1- / 00 ! , 1" #?/ "'. ~ 1;-1 I; U, 'Y I I / }' / I ... / TAX MAP .17-03-22 . TAX LOT4tOO CURVE LENGTH RADIUS C57 C59 C60 C61 C62 C63 C64 C65 C86 C87 C88 C89 C90 C91 C92 C93 C94. C95 C96 C1l8 C137 ....... ....... 633.88' 346.14' 16.61' 36.91' 186.05' 158.67' 90.75' 241.91' 259.72' 64.52' 189.30' 171.45' 151.44' 408.44' 115.82' 50.58' ,140.05' 418.78' 176.11' 573.10' 316.15' ........ 428.50' 476.00' 476.00' . 67.50' 318.50' 129.50' 86.50' 339.50' 364.50' 61 :50' 154.50' 293.50' 153.50' 987.50' 119.50' 92.50' 144.50' 1012.50' 178.50' 29~4.60' 1004.85' LINE L21 L22 L23 50 PEACEHEALTH PARTITION REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THENE ONE QUAR'tER.OF SECTION 22 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE ;MERIDIAN, CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON JANUARY 2009 NORTH. McKENZIE RIVER ~ I ~l>C CONSERVATION EASEMENT / (/f-ll/v; RECEPTION NO. 2005-064895 / f', ~ .. / J' . Si'~~ /;' I / ~~~ / / .'I 1.'1' / s 008 I / I ' . / / )( I I: / / i /? McKENZIE RIVER. . / / ; I RIPARIAN AREA BOUNDARY.Y'. / ! . / i ,I' ~ / . I I l~ /. --IiI f I/t'. il ~/ i~ ll:l /' ^ /k A .~ / /J- / /.70 /' I~ / x' / .~ I ~ /. /' . / / /0 / .(' /. / /' / /' / !.x' I /' /!;j ./'/ /. /"V / / /./ / ./ / / .{, /./ / /;<5' /./ / /i / I~ / / I' Ii CJ / I /. / I i /,1 / /.' / I I .I I. / 'N28026'021lE I / / .I....J 43.54' . / I r I ! I . / /t?!f / I~ II I IN I i I I I ~ I . lo~ / I Ii co . 1 I~ I I I j I . I . I I .I /1 , / I /~ J 1 / 19 i~ I 01 if i CJ I I I' I / /~ I ilf? I ~. / . I fJ I '/~ I ;1 I I~ / / I / /10$ . / -I' / i ~ I. . I ~ 1./ 1 I. . I I / /. 1 . /./ I ..// .( J ./.;~ ./ I .......::0 I / I . /' leg . /. . ., . . . . _ . .-"'. ~ ,/' fil/ ~ 'c,{o I '-'-'-'-'-' I '~~/[g/1 . - . _ ._~ r-,:/ . I . -'. -'_. _. ..-.&/0-. .k -'-._ .---'. 0..... c;..J...; '-.-.-.-.-.-.-t-.-.- . z;1 ...:l. to-. N88010'40"W 560.62' II !,! I, ~I IS"> / I ~/ I ~I ,I ~ J J seA _ : o 25 50 CURVE TABLE DELTA 84045'29" 41039'51" 1059'59" 31019'50" 33028'08" 70012'04" 60006'31 " 40049.'33" 40049'33" 60006'31 " 70012'04" 33028'08" 56031'41 " 23041'54" 55031'47" 31019'50" 55031'47" 23041'54" 56031'41 " 11015'58" 18001'36" LINE TABLE LENGTH 186.29' 220.55' 282.22' 1 INCH = CHORD BRG N51021'07"E N29048' l8"E N49038'14"E N27012'07"W N15058'22"E N34020'20"E N39023'0611E S29044'36"W S29044'36"W S39023'07"W S34020'20"W SI5058'22"W S60058'17"W N78054'56'W N39018'06"W N27012'07"W S39018'06"E S78054'56"E N60058'17''E S34004'Ol"W S19025'14"W BEARING. N08049'33"E N20042'23"E N29049'52"E 50 FEET CHORD 577.56' 338.56' 16.61' 36.45' 183.42' 148.93' 86.64' 236.82' 254.26' 61.60' 177.68' 169.02' 145.38' 405.54' 111.34' 49.95' 134.63' 415.80' 169.05' 572.17' 314;85' D~NOTES5/8" x 30" IRON ROD WI YPC MARKED' "KPFFINC." PER RIVERBEND, PHASE II DENOTES 1" x 33" PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER RIPARIAN AREA"PER RIVERBEND,PHASE IT .. DENOTES 1-1/8" DIAMETER BRASS CAP MARKED "lu"ll.tt INC."PER RIVERBEND, PHASE II DENOTES WITH 100 PARCEL 2 56.056 ACRES+ RIVER FRONT LOT AREA HAS BEEN CALCULATED TO THE ORDINARY HIGH WATER MARKS SHOWN HEREON. LEGEND . "" A WI YPC DENOTES YELLOW PLASTIC CAP :EAsEMENT TABLE (EXISTING PER RIVER BEND PHASE III (E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT (E7)- 25.00 FOOT WIDE PUBLIC TRAlLEASEMENT (E41) - VARIABLE WIDTH RIGHT.oF WAY EASEMENT TO USA (CORPS OF ENGINEERS}.I:"~K VOL. 353, PAGE 224} (E42) -VARIABLEWIDTH RIGHT OF WAY EASEMENT TO USA (CORPS OF ENGINEERS). P~K VOL. 353, PAGE 232} PUBLIC UTILITY EASEMENT NOTE: NO BUILDING, STRUCTURES, TREES,.SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTII;.ITY EASEMENT. NOTE: [1] MEASURED BEARINGS AND DISTANCES THE SAME AS RECORD PERRIVERBEND PHASE II,CSF 41070, EXCEPr WHERE OTh~KwisE NOTED. {. . "" . ........ ........ ........ . ........ . ....... . ........ . -. -'- '- c9j'-,_. . ---.--. ---. . ....... .. --.............---.- ........ ........ . ........ . -. ........ . -'-'- eg5 CITY OF SPRINGFIELD CASE NO. SUB2008~00043 LOT 4 RIVERBEND, PHASEll II DATE: BY: RECORDED LANE COUNTY SURVEYORS OFFICE ~OUNTY CLERK C.S. FILE NO. FILING DATE . t r""""..............-~--~~ ~ f ~~ ~ ~ I ~G . ~/ ,~ ",0;, ~~. 00; t\ -:?~ c:o I THIS IS A DIRECT TIE FROM THE END OF THE SPRING SLOUGH COURSE AND THE SOUTHEAST CORNER OF THE PLAT PER RIVERBEND PHASE n ORDINARY HIGH WATER LINE (E42) - VARIABLE WIDTRRIGHTOFWAY EASEMENT TO USA (CORPS OF ENGINEERS) ~~K VOL. 353, PAGE 224 ~ ~ ~ ~ ~ ~ ~ . "I CERTIFY THAT. THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL #JPC4M2 POLYESTER FILM." ~ ~ REGISTERED PROFESSIONAL LAND SURVEYOR 'II ;'1/. J L ;h~ .... ---....;....... OREGON . . JULY 15, 2003 TOO V. KELSO 50701 ./ EXPIREs~/~'. 1'11I!!!Fn. _. ConsultingE. n9.inee. ,-s W~ m SK! RfIh Ale'1UI:l .Site 25(X) PatIar1ct a:1 ~/e.e.A-8628 (50S) ?27-&l51 CivI Fax (503) 274-4881 PoI1lMtI ...fIIe 1M AIIJIIIIN .." FtMdtIco 11M, DItJtIo .PItoMIx ... .... . t THIS IS A DIRECT TIE FROM THE END .OF THE SPRING SLOUGH COURSE AND THE SOUTHEAST COR~R OF THE PLAT .t'~.K RIVERBEND PHASE n I I I . .1 I . I I I 1 J (E41) - VARIABLE WIDTH RIGHT OF WAY EASEMENT TO USA (CORPS OF ENGINEERS) ~~J:( VOL. 353, PAGE 232 61.74' " JOB NO. 301140.36 SHEET 4 OF8 REPLAT OFWT 8, RlVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, . CITY OF SPRIN:GFIELD, COUNTY OF LANE; STATE OF OREGON JANUARY 2009 PEACEHEALTH PARTITION LAND PARTITION PLAT NO. NORTH RECORDED LANE COUNTY SURVEYORS OFFICE DATE: C.S. FILE NO. COUNTY CLERK BY: FILING DATE MATCH LINE - SEE SHEET 6 OF8 , ~ r I ~ I I t~.",,_~~ I ~ ~ } ~ ~ ~ ~ I j ~ /'...L .,~ "~. ~" /' ,- f \ ,rp~ / / / .. . \ o\,'\ /' . ~...Jc' ~<3 / .. ~<:>~ /' ~r ~ ~ I @ ////' //i{- .-?i':<t,_ //~:~'//cf (},?/ I 15' / \J>;/' .,?- ' /' / / ~.~ . . / /' ".. "..,/,/ -...,,~ / *. / ".. /' I>t/ .- {\ . ,/, /" ~ - A.. / / ~~ /' ".. K"'~/"'''// / /db' /</"\ b~/ '/ / /' ../ #/ / /' //~q // )W//'/',4/' / /~ /7 / /'./ / / / .'/ / y?;/ /' .// /' /'/. X //' /' '/! / / / .~o,,'b I ;( / .'1/C-"'" . , / /'/ /' ' ./'/ ~I / /' /'/' orp""/ <t / /'. ~ '/' f..~1 / '/' ./'/ o~~~/ /'/ /' ./'/ ~~/ \p'1. ~~ / / /'. ./'//" ~.~~ '. /' ~ /.~~./' /' ~Q,\,/// /./' / ~./ /' / /' / /' /' ./Cb'b / ~o ~/ / /' /' / ...~ T / ./ / /# / / ./ /' / ~4J McKENZIE RIVER . ~. 0/ / ./ /' / ~4:) ~ RlPARlANAREABOUNDARY 1/ // / /<' / / / / ./ /' ~:;l~ w- 1./ v'/' / 1'4'~ '1" / / /\ '/ ^~~~ / A.. /' / . ~~ f.r~~ 0 4'0;)~ / /' "/' ...,y ~~& (0/' I j' / ~41/ ~ e ~ / . ,~<} .& g;~ w-Q;- 1/ / .f! "~..?~ o~~ 1? ~ -<<: / / ./o~ ~~?o, ~f>;)/ 4~ McKENZIE RIVER t:: II ') ~" CONSERVATION EASEMENT '" ~ I / / .ji' RECEPTION NO. 2005-064895 "-v /j i I // ~ ,'/' / co/ / / I I / yl / '\ \ / b / / '.' ~~/ }j". L + / /\/ ~ 1 \ / ~/ ~/ / 1o.J/ I f / ~II )f I i / ~/ I /5 i1 ~I ~.1 / 'A ,~I -, ,fCJ ~/ / /. J)I * ~ 1/ "Z \0\ /' /~/ , ~\ /)/ )', * / / .-f N51021'52~-/ 3~/ /? 50..12 /~~ 1/-* /;/ I ~~ I' I I I 10C:>CCV /11 .1 I I~~'I 1/ I~. ~/I .' ( / li;.1 ~ I I..~ .../ 10" / f~ . / I /1 1vL4rC].[ L~ I / . E - SEE s ffEEt 4 OF' 8 ,EASEMENT TABLE (EXISTING PER RIVERBEND PHASE II) (E7) .- 25.00 FOOT'WIDE PUBLIC TRAIL EASEMENT {E43} - VARIABLE WIDTH RIGHT OF WAY EASEMENT TO USA (CORPS OF ENGINEERS) PER VOL. 353, PAGE 220 seA _= .PUBLIC UTILITY EASEMENT NOTE: _ NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. 50 o 25 50 100 NOTE: (II MEAStJ~D BEARINGS AND DISTANCES THE SAME AS RECORD PER RIVERBENDPHASE II, CSF 41070, EXCEPT WHERE OTHERWISE NOTED. (\~../ ~<>j ~f>;) t},CV (\~. # o,,~ "/ 1 INCH = 50 FEET PARCEL 2 56.056 ACRES+ RIVER FRONT LOT AREA HASBRRN C~CULATEDiOTHEORDINAAY HIGH WA1~KMARKS SHOWNI1Jf.KEON. (1) . t ' ~j ~ I ~v r LEGEND ORDINARY mGH WATERLINE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'y \ \ \ \ \ \ \ .) \,................ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ THIS IS A DIRECT TIE FROM THE END OF THE SPRING rt SLOUGH COURSE AND THE #.~ SOUTHEAST CORNER OF THE PLAT ~~$~?,. '\,96?" PER RIVERBEND PHASE II . .,,"\ ~~ ',c$. '\, , ~~ ....~~);J ~f>c ~~~~~~ ~~9 ~~ ~~O ~o. 00 ~~~ o~\o~ ' ~CO~ ~c~ ' MONUMENT . TABLE NO. DESCRIPTION REF. # NO RECORD CSF 37510 CSF 29833 CSF 32308 CSF 5253 ERG. AND DIST.jSTATION BVL 20+62.68 RIGHT 372.94' BVL .19+67.21 HELD BVL20+19.77 RIGHT 223.96' , BVL 21+81.98 RIGHT 630.96' BVL 21 +85.85 RIGHT 641.89' 11 15 79 80 81 3/4" ROUNDED BOLT W/WASHER "CONLEY 1979" 5/.8" IRON ROD WI YPC "SKINNER & ASSOCIATES" 5/8" IRON ROD W / YPC "BRANCH ENGR LS 1138" 5/8" IRON ROD W ,. YPC "BRANCH ENGR LS 2609" 5/8" IRON ROD WINO CAP IN CONCRETE UP 0.10' . CURVE TABLE . LINE TABLE CURVE LENGTH RADIUS DELTA CHORD BRG CHORD LINE LENGTH BEARING . C65 241.91' 339.50.' 40049'33" S29044'36"W 236.82' L24 130.01' N34059'48"E C66 112.95' 102.50' 63008'11 " N18035' 17"E 1 07 .32' L25 36.42' N04042'43"E C67 127.19' 93.50' 77056'22" N25059'18"E 11"7.61' L26 33.43' N07D29'26"W C68 262.60' 717.50' 20058'10" N54028'24"E 261.13' L27 41.17' N 11 025'48"E C69 . 234.64' 372.50' '36005'27" N62002'02"E 230.78' L28 . 32.46' N30001'50"E C70' 94.84' 82.50' 65052'00" N47008'46"E . 89.70' L29 126.72' N24020'10"E C81 66.10' 57.50' 65052'00" N47008'46"E 62.52' L30 57.94' N37033'13"E C82 250.39' 397~50' 36005'27" N62002'02"E 246.27' L31 67.97' N56027'29"E C83 253.45' 692.50' 20058'10" N54D28'24"E 252.03' L32 40.92' N72001'09"E C84 161.20' 118.50' 77056'22" N25059'18ltE 149.05' L33 91.97' N57038'32"E C85 85.40' 77.50' 63008'11" N 18035'17"E 81.14' L34 75.27' N47044'49"E C86 259.72' 364.50' 40"49'33" S29044'36"W 254.26' L35 68.98' N40046'10"E C118 573.10' 2914.60' 11015'58" S34004'Ol"W 572.17' L36 79.45' N57037'44"E C138 389.00' 1487.45' 14059'03" S47011'31"W 387.89' L37 18.71' N32043'38"E "I CERTIFY THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTm~NTAL#JPC4M2 , POLYESTER FILM." ~ DENOTES I" x 33" PIPE WITH 3-1/4" ,ALUMINUM CAPS MARKED "McKENZIE RIVER RIPARIAN . AREA" PER RIVERBEND, PHASE II /' , . <D REGISTERED PROFESSIONAL LAND SURVEYOR ~~. A OREGON (/ JULY 15,2003 , TOO V. KELSO " 50701,_ / EXPIRES o/"'9'dp ....I1If'I'I... Con$ulti.'fIQ Engineers W_ 111 SW Rfth A~ &ite 2500 Pt:JrtJancl a:I ~/di4--862B (50S) 227-3251 CM Fax (503) 274-4681 PorfIMd ...,. LotI Ant/tIIM s.n . FtMOItItJo .. DItItIo . PIIt>>nbt .... ,..,.,. DENOTES FOUND MONUMENT AS NOTED IN MONUMENT'TABLE BVL DENOTES BALDY VIEW LANE STATION DENOTES FOUND MONUMENT ID NUMBER, SEE MONUMENT TABLE WI YPC DENOTES WITH DENOTESYELLOW.pLASTIC CAP TAX MAP 17-03-22 TAX LOT 4100 ICITY OF SPRINGFIELD CASE NO. SUB 2008-00043 ~ JOB NO. 301140.36 SHEET50F8 PEACEHEALTH PARTITION REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN, CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON JANUARY 2009 RECORDED LANE COUNTY SURVEYORS OFFICE DATE: . C.S. FILE NO. COUNTY CLERK. LAND PARTITION .PLAT NO. LEGEND . DENOTES 5/8" x 30" IRON ROD W/ YPC MARKEDuh..t'li}t' INC." .t'l!.tK RIVERBEND, PHASE n 'fi DENOTES I" x 33" t'1J:"'~ WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER RIPARIAN AREA"PER RNERBEND, PHASE n . .. ,DENOTES.FOUND 1viONUMENT AS NOTED IN FOUND MONpMENT TABLE CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE BVL. DENqfES BALDY" w:.w LANE,STATION W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP MONUMENT TABLE BY: FILING DATE . , _.N.,..IV.^N.,.oMN....M^..N..N.~ '#'NoW POINT "B" - 'SEE SURVEYOR'S CERTIFICATE, SHEET 8 OF 8 NORTH REF. # BRG. AND DIST.jSTATION CSF37510 I BVL 19+67.21HELD PARCEL 2, 56.056 ACRES:f ~ LOT 9 ~o ~.. RIVERBEND, PHASE II ~ ~ ~ o ...0 (j).. S,CA _ : / / / / / / / / / / F NO. DESCRIt'110N 15. .'.5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES" O"i '0 . S~~~ '1 S~~ \ ,~~.. \ . ~~~ \ ~ , ,," \ \ \ ~'\. '\~~ \.." \ \ ~6 ~<o:o \ \ \ ~ ~ \ \ \ / \ \ \ / \$ \ \ ~ / GA~TE:VLSE~:rl~~~~~.. \~~ \ ,~!~ /,/' N 26000'00" E ~ 't \ ~,~~ / 14.00' ~ S24052'35"E .,./ - ~ \ '. 'f . ~ // ~I'........ 14.00' ,./ ~'@. \ \~ / / I.... '........ ,./.,./ "/"/O'x \' 'fo \ // . McKENZIERIVER // ......., ........~O<1oo. ",'" ,./,./ \O)(Q \ \ ~.t>_ \ / CONSERVATION EASEMENT / /''' ....... ....... '" .,!!'oO" <00;,./ ", ,./ /' \ \'c& \~~ . . . .~ '. / / RECEPTION NO. 2005-064895 / ,..7"" /' ,. '.It ~~'/ /',./ \ \ ~.~ \~.~()~ q7 / / .~~ .N6~::---.. " o"~/' ./:.'" \ \ \. ~\"f>'s '?>~~ // // ~O~~ '6,?>'6, OOVO;; ~ ,.l~3?, r;O;!.Q/, ", -'1 {)ere> \ ' \ rO~ /' McKENZIE RIVER / ^ ~(:j~$ 6$ 0/......., " ~o/' ~\~~'\.. ~ '\~. \ ~'?JrS';'/ RIPARIAN AREA BOUNDARY ~ //. ~~../. ,\.~..~~.cf;O.\.).~~ j~ " ' ", /..()O \ \ ~(,j;)/ ~\.). / ~ ~~~~ ()e~ ~'ro60 PUBLIC UTILITY EASEMENT NOTE: v.{;;,........, /'/' /-1,o()o \ \ \:/ ~)/ . ~/.-.".~,!~~ol'(po o.rp NO BUILDING, STRUCTURES, TREES, SHRUBBERY ...............",,./ ~ \ \ \ / / :/' ~ / ~~$~~-<f;~"\O~~ OR OTHER OBSTRUCTION SHALL BE PLACED ON ORIN A PUBIJC UTlLrrYEASEMENT. "" ......... //X\/ " '\ '\ , '\ /'/'/' /::~./ /4' ~b.\~$##~~ ......... \ ' \ / ~./- . ./ ""'. ~(:j , . ./ ,.-:; (j'\ t:..' - , " $\.- EXISTING 14.00'WIDENATURALGAS \ \' ~'o C1v.~ //'. EASEMENT RECEPflON NO. 2006-004903 :;00 \ \.__\ \" /' /' /' . . -- Q. ..- . ..- . ;,;:/' //? . ~Y' \ , ./ . .,.,... . / . \ ~~ ~'\ ' \ \. / .~ .~. / .\./. / ~ ~~~~~~~&\q&\&\ \ \ / '( 0>6>' ....... . -.. . ....- . ___ . _ . _ . - . / ~ . .,.,... . . / / .A.1\\)~ O~ ~O~ ~O '\ /'. \ . ..' - .-+- . - . C'77 "';'\' ~~~~\) ~:~ \ ~\ \ . . . "--'/" / ~()~O~~C~ \ ~. ~\ .~ ..,.,....?/ "$ / . t :.:p; \ ~\~\ ~\ "',/ 'O'\. / \Q\,o' . Q /' / o~"- / \ ~\~':.\ \~ . / / .~~~ / \ ~~ \. . /' / / / / / .~)(()()~ ) \ \. / ~ f),.'!:> / i ~~ '\,('j, \ \ v/ ."\~ o,?>"5ro"-;X , \ ~/. / / ~ (}'o ~<:>".J ~<p./ \ \. . O. / / 3(; -?Q), ~ / \ \~ "/ ./ / ''12'' ~ / \ \ . / / <P,\~~ '\ // / ~' ~_-f<// \. ~- ML. ~/ // \SJ/ ~7'lTT\ - ~ ~ / McKENZIE RIVER ~ ,\~ '\:/ ~ ~ ,:', \ I ~Op.c,/" CONSE. R.VATIONEASEMENT. .' S~/ / \ '.'\, "~ '0 ~tp6 RECEPTION NO. 2005-064895. ~~~ JL/ \ I \ / :.;,O".J//-"';; ,~/ 1t' \ .. \ / r:~ "/ / I \1 ~ \. ~<d / c . )(-0 \ I / / :sf q)(()() I" / / I}: . . \}\( / . I \ /. \ 1.39_-.' /\ _I \ +-- )/ \~ \ //1' }\C) \ / .-'( \ / f. \ \ /' \ \ .-<<3 I .. 4pfo~ / / @ \ /'S . ~ / / ceo / /",' () / - . -\- . u~ /. .?-' ./.' ..,.,.... --? ~. / / RIVER FRONT LOT AREA HAS B.t!".t!"l~ CALCULATED TO THE ORDINARY HIGH WATER MARKS SHOWN HEREON. 25 50 100 50 o 1 INCH = 50 FEET BEARING N57037'44"E N32043'38"E N59031'25"E N78003'O l"E N13024'44"E Nsoo39'34"E S84054'48"E N55042'2911E f't"~/ '1?> \ ~ 0"'0 ~ "\ ~.S' rr.J' . <of>( ,?>O /' \ . ~ THIS IS A DIRECT TIE FROM THE END OF THE SPRING . SLOUGH COURSE AND THE SOUTHEAST CORNER OF THE PLAT PER RIVERBEND PHASE IT NOTE: [11 MEASURED BEARINGS AND DISTANCES THE SAME AS RECORD PER RIVERBEND PHASE IT,. CSF 41070, EXCEPT WHERE OTHERWISE NOTED. EASEMENT TABLE (EXISTING PERRIVERBENDPHASE U) (E7) - 2~.00.FOOT WIDE PUBLIC TRAIL EASEMENT (E8).- 7.00 FOOT PUBLIC UTILITY EASEMENT (E15) -20.00 FOOT WIDE PUBLIC TRAIL EASEMENT (E16) - VARIABLE WIDTH PUBLIC TRAIL EASEMENT (E43) ~V.ARIABLE WIDTH RIGHT OF WAY EASEMENT TO USA (CORPS OF , ENGIN.t!".t!".t<S).PERVOL. 353, PAGE 220 . (E44) -VARIABLE WIDTH RIGHT. OF WAY EASEMENT TO USA(CORP OF ENGINEERS) PERBOOK420, PAGE S35:RECJ!,t'uON NO. 25660 LINE L36 L37 L38 L39 L40 L41 L42 L43 CURVE C70 C73 C74 C75 C76 077 C78 C79 ~C80 C81 LENGTH RADIUS 94.84' 82.50' 26.56' 282.50' 218.37' 187 ;50' 184.57' 716.50' 181.03' 691.50' 97.31' 1008.50' 109.30' 96.00' 57.96' 259.98' 109.35' 224.66'. 66.10' 57.50' LINE TABLE LENGTH 79.45' 18.71' 60.29' 49.53' 38.49' 51. 54' 53.78' 478.06' CURVE TABLE DELTA 65052'00" 5023'12" 66043'4611 14045'33" 14059'58" '5031'42" 65014'05" 12046'29" 27053'17" 65052'00" (E43) - VARIABLE WIDTH RIGHT OF WAY EASEMENT TO USA (CORPS OF ENGll\TEERS) J:"~J:( VOL. 353, PAGE 220 "ICERuJn' THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL #JPC4M2 POLYESTER FILM." ~.f.,~ ~1,(V ~lr; ~ REGISTERED PROFESSIONAL . LAND SURVEYOR '\ McKENZIE RIVER RIPARIAN AREA BOUNDARY / ~. / ~-~~ ./ -";..J/ "~ / ,<pO; . / o\,'\, / ~~"5/ / / /' / .::;Q.V-<' I OREGON . JULY 15, 2003 TOO V. KELSO 50701 ~ EXPIRES'T~ ...,.".", Consulting .En9.fneers ___ 1ft SK! Rffh A~ Site 25OO.PaIJarKt (R 97204-862B (5OS)227-<BS1 Civi Fax .(503) 274-4681 PriMd s.HIe Loti AntIt*I 8M FTMCIst:o ..,,.,. PhHnbt "",. CHORD BRG N47008'46"E Nll031'10"E S42013'08"W N68003'10"E N67055'57"E N78043'20"E S55019'33"E N16019'20'W N03026'OO"E N47008'46"E CHORD 89.70' 26.55' 206.24' .184.06' 180.51' 97.27' 103.49' 57.84' 108.27' 62.52' \ , \ \ \ \ \ \ , , \ \ \ \ \ \ , . . --- \ .\ \ .\ \ \ \ \ , \ " \ \ \ \ \ \ '- .,.,... ..... I CITY OF SPRINGFIELD CASE NO. SUB 2008-00043 JOB NO. 301140.36 SHEET 6 OF 8 TAX MAP 17-03-22 TAX LOT 4100 LAND PARTITION PLAT NO. PEACEHEALTH PARTITION REPLAT OFLOT 8, RIVERBEND PHASE II, LOCATED IN THENE ONE QUARTER OF SECTION 22 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANqE 3 WEST, WILLAMETTEMERIDIAN, CITY OF SPRINGFIELD, COUN1Y OF LANE, STATE OF OREGON JANUARY 2009 RECORDED LANE COUNTY SURVEYORS OFFICE DATE: COUNTY CLERK C.S. FILE NO. BY: FILING DATE MONUMENT TABLE NO. DESCRIPTION 62 5/8" x 30" IRON ROD W/YPC IlKPFF INC." 63 5/8" x 30" IRON ROD WI YPC "KPFF INC." 64 5/8" IRONROD WI YPC "G.E.S. PLS 2280" 65 ~ 5/8" IRON ROD W / YPC "G.E.S.PLS 2280" REF. # RB, PH II RB, PH II F-75/S-ll12 ~F-75/S-1112 BRG. AND DIST.ISTATION BVL 10+92.59 LEFf 24.83' HELD N 22042'29" W 0.12' N 71039'30" W 0.16' ~\U~$ O~\. CO~r> .' ~~~ ~~"9~ r I ~ ~ ~ ~ ~ ~ ~ .. I I I ~ l l l I ~ I ~,,-~,,-,,- ~ / / / , ~ / / / / CURVE Cl07 C108 C109 ClIO C1l5 Cl16 LENGTH RADIUS 122.52' :635.00' 122.66' 585.00' 85.69' 262.00' 92.86' 312.00' 226.04' 628.50' 102.05' 312.00' DELTA 1r03'18" 12000'48" 18044'25" 17003'08" 20036'24" 18044'25" CHORD BRG N61045'52"E S61017'07"W S34014'48"E N33024'09"W S37034'31"E S34014'48?E CHORD 122.33' 122.43' 85.31' 92.51' 224.83' 101.59' SEE DETAIL "A", ON SHEET 1 OF 8 ~ . ./ /Jc\99 . / . , ~'~ '01' / . '9' ~o\ 1 ?> ,:>01 . . / . ')l1'b''\: ~6 . " \,~ . / 1'3).- / ~o:\ /' , ~61 ./. / CURVE. TABLE / PARCEL 2 LOT 9 RIVERBEND, PHASE II ". LINE 1.61 UNE TABLE LENGTH BEARING 7.03' N07035' 51 "E PARCEL 2 56.056 ACRES+ RIVER FRONT LOT AREA HAS BEEN CALCULA1~1J TO THE ORDINARY HIGHWATER MARKS SHOWN HEREON. EASEMENT. .TABLE (EXISTING. PERRIVERBEND PHASE II) (E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT (E8) -7.00 FOOT PUBLIC UTILITY EASEMENT (E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT . {SEE NOTE 2, SHEET I} (EI8) -15.00qFOOT WIDE PRIVATE STORM DRAIN EASEMENT GRANTED TO PEACEHEALTH EXISTING HOUSE ENCROACHING INTO RIGHT OF WAY PERMf11~D UNDER ESCROW AGREEMENT WITH THE CITY OF SPRINGFIELD, ON FILE IN THE CITY OF SPRINGFIELD PLANNING CASE NO. SUB2009-000 .PUBLlC UTILITY EASEMENT NOTE: NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN f,. PUBLIC UTILITY EASEMENT. L=61.21' ' R=585.00' Ii =5059'42" CHD.=61.18' CHD.BRG.=N64017'40"E POINT "B" SEE SURVEYOR'S CERTIFICATE, SHEET 8 OF 8 '" NORTH , 9 SCAc_~ 1 INCH = 50 FEET N 67017'31" E 20.00' PARCEL 2 56.056 ACRES+ RIVER FRONT LOT AREA HAS BEEN CALCULATED TO THE ORDINARY HIGH WATER MARKS SHOWN HEREON. "I CERTIFY THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL #JPC4M2 POLYESn~.l( FILM." 50 o 25 50 100 /' , NOTE: [1] MEASURED BEARINGS AND DISTANCES THE SAME AS RECORD PER RIVERBENDPHASE II, .CSF 41070, EXCEPT WHERE OTHERWISE NOl~U. LEGEND . DENOTES 5/8" x 30" IRON ROD WI YPC MARKED "KPFF INC." PER RIVERBEND, PHASE II . DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE ... DENOTES 1-1/8" DIAMETER BRAss CAP MARKED "Kr't'.If INC." t'~I< RIVERBEND, PHASE II .. DENOTES FOUND 5/8" IRON ROD WjYPC MARKED "KPFF INC.", SET IN CSF 39772 (HELD) CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE BVL DENOTES BALDY VIEW LANE STATION W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP ~, PH II DENOTES RIVERBEND,. PHASE II OREGON JULY 15, 2003 TOO V. KELSO '" 50701 .__ L. EXPIRESo/~~~ I1IfII"I'I Consu/finD . C, ngin."eeers _KIll m'SK! RflhA~ 9ite2500PatIanct C11b/~ (5fB).227-e251Ovi Fax (503J 274-4681 ' .PoI1IMd ...,.. LOll"""" BMFrMItMt:o .., D/tIfIO ~ .. Mr.II* . JOB NO. 301140.36 SHEET 7 OF 8 TAX MAP 17-.03-22 TAX LOT 4100 I CITY OF SPRINGFIELD CASE NO. SUB 2008-00043 - LAND PARTITION PLAT NO. PEACEHEALTH PARTITION REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE N~ ONE QUARTER OF SECTION ~2 AND THE NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN, CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON" JANUARY 2009 RECORDED LANE COUNTY SURVEYORS OFFICE DATE: COUNTY CLERK C.S. FILE NO. BY: FILING DATE i" DECLARATION KNOW ALL t-~KSONSBY THESE PRESENTS, THAT PEACEHEALTH, A WASHINGTON NON-PROFIT CORPORATION, DOES HEREBY CERTIFY THAT IT IS THE OWNER OF THE LAND AS HEREON DESCRIBED AND DOES CAUSE THE PROPERTY TO BE PARTITIONED AND PLAn~D IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 92 OF THE OREGON REVISED STATUTES AS HEREON SHOWN. OWNER ACKNOWLEDGES EASEMENTS OF. RECORD AS SHOWN ON THE PLAT. DECLARA'rION OF RECIPROCAL EASEMENTS, RECEPTION NUMBER: PEAC~HEALTH, A WASHINGTON NON-PROFIT CORPORATION SURVEYOR'S CERTIFICA TE I, TOD V.KELSO, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND REPRESENTED AS LOT 8 ON THE MAP OF "RIVERBEND, PHASE II" SAID LAND SITUA1"~1J IN THE NORTHEAST ONE QUARTER OF SECTION 22 AND NORTHWEST ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH,. AANGE 3 WEST, WILLAMEll~ MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON; MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." MARKING THE INTERSECTION OF THE SOUTfIERLY RIGHT-OF-WAY LINE OF ST. JOSEPH PLACE AND 'rHEWESTERLY RIGHT-OF-WAY 'LINE OF' BALDY VIEW LANE AS DEDICATED ON SAID RIVERBEND PHASE II; THENCE SOUTHEASTERLY COINCIDENT WITH SAID WESTERLY LINE THE FOLLOWING FOUR (4) COURSES AND DISTANCES: ' PHILIP FARRI1'lGTON,MEMBER OF PEACEHEALTH 1. SOUTH24052'35" EAST 324.68 FEET TO THE BEGINNING OF A 312.00 FOOT RADIUS CURVE CONCAVE NOKl.tIEASTERLY; THENCE 2. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 102.05 .ll~.tir, THROUGH A CENTRAL ANGLE OF 18044'25", WITH A LONG CHORD'OF SOUTH 34014'48" EAST 101.59 FEET TO THE BEGINNING OF A 262.00 FOOT RADIUS REVERSE CURVE CONCAVE SOUTHWESTERLY; THENCE 3. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 85.69 FEET, THROUGH A CENTRAL ANGLE OF 18044'25", WITH A LONG CHORD OF SOUTH 34014'48" EAST 85.3 1 FEET; THENCE 4. SOUTH 24<>52'35" EAST 282.30 J:i~.tir; THENCE LEAVING SAID WESTERLY LINE NORTH 67017'31" EAST 268.22 FEET TO THE BEGINNING OF A 635.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 122.52 FEET, THROUGH A CENTRAL ANGLE OF 11003'18", WITH A LONG CHORD OF NORTH 61045'52" EAST 122.33 FEET, TO A POINT ON THE WESTERLY LINE OF LOT 9 OF RIVERBEND PHASE II, SAID POINT HEREINA.lll~R KNOWN AS POINT "B"; THENCE COINCIDENT WITH SAID WESTERLY LINE SOUTH 22042'29" EAST 430.93 FEET TO A POINT ON TH~ ORDINARY HIGH WATER LINE OF THE 'MCKENZIE RNER AS SHOWN ON U.S. ARMY CORPS OF ENGINEERS MAPMK 1-1-17, DA1~JJ MAY 2, 1947; THENCE COINCIDENT WITH SAID ORDINARY HIGH WATER LINE IN A SOUTHWESTERLY Dl~CTION 1887.02 FEET TO A POINT ON THE. ,NORTHERLY LINE OF LOT 4 OF RIVERBEND PHASE II, WITH A LONG CHORD OF SOUTH 39045'39" WEST 1839.40 FEET FROM SAID LAST POINT; THENCE LEAVING SAID ORDINARY HIGH WATER LINE COINCIDENT WITH SAID NORTHERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1. NORTH 88010'40" WEST 560.62 FEET; THENCE 2. NORTH 33~43'23" WEST 252.35 FEET TO THEBEGINNING,OF A 476,00 FOOT RADIUS NON-TANGENT CURVE'CqNCAVE NORTHWESTERLY, FROM WHICH PQINT THE CEN 1 ~K OF ARC BEARS NORTH 39021'46" WEST, SAID POINT BEING FURTHER DESCRIBED AS A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF RIVERBEND DRIVE AS DEDICATED ON RIVERBEND PHASE II; THENCE THENCE SOUTHWESTERLY COINCIDENT WITH SAID WESTERLY LINE SOUTH 22010'18" WEST 271.98 FEET; THENCE LEAVING SAID WESTERLY LINE NORTH 58012'24" WEST 500.04 FEET TO THE BEGINNING OF A 728.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 82035'49" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 179.02 FEET, THROUGH A CENTRAL ANGLE OF 14005123", WITH A LONG CHORD OF NORTH 14026'53" WEST 178.57 FEET; THENCE NORTH 21030'30" WEST 28.54 FEET; THENCE SOUTH 70<>05'18" EAST 619.71 FEET TO THE POINT OF BEGINNING. ' BY: ACKNOWLEDGMENT STATE OF OREGON } }SS COUNTY OF LANE } THIS CERTIFIES THAT ON THE DAY OF >, 200_, BEFORE ME A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY APPEARED PHILIP FARRINGTON, AS MEMBER OF PEACEHEALTH, A WASHINGTON NON-PROFIT CORPORATION TOGETHER WITH NOTARY SIGNATURE COMMENCING AT POINT "B" REFERRED TO IN THE FIRST ABOVE DESCRIBED TRACT, SAID POINT BEARS SOUTH 39056'12" EAST 1522.44 FEET FROM THE NORTHEAST CORNER OF THE WILLIAM M. STEVENS DONATION LAND CLAIM NO. 46 MARKED BY A 2-1/2" BRASS CAP STAMPED "LANE COUNTY SURVEYORS OFFICE T17S R3W C45 C46 C14 1994" SET .l"~K CORNER REPORT INDEX NO. 12677 FILED IN THE LANE COUNTY SURVEYORS OFFICE; THENCE NORTH 22042'29" WEST 51.03 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE FUTURE STREET DEDICATED ON RIVERBEND PHASE II, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT, SAID POINT BEING FURTHER DESCRIBED AS THE BEGINNING OF A 58~00 FOOT RADIUS NON-TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH POINT THE CENTER OF ARC BEARS NORI'H 34043'18" WEST; THENCE SOUTHWESTERLY COINCIDENT WITH SAID NORTHERLY LINE THE FOLLOWING THREE (3) COURSES AND DISTANCES: NOTARY PUBLIC -OREGON APPROVALS 1. NORTHEASTERLY ALONG THE ARC OF SAID CURVE 346: 14 ~'~~r, THROUGHA CENTRAL ANGLE OF 41039'51", WITH A LONG CHORD OF NORTH 29048'18"EAST 338.56 FEET; THENCE 2. NORTH 08058'22" EAST 477.57 FEET TO THE BEGINNING OF A 666.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE 3. NORTHEASTERLY ALONG THE ARC OF SAID CURVE 102.57 FEET, THROUGH A CENTRAL ANGLE OF 08049'26", WITH A LONG CHORD OF NORTH 04033'39" EAST 102.47 FEET; THENCE 4. NORTH 00<>08'56" EAST 101.78 FEET TO THE BEGINNING OF A 644.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE 5. NORTHEASTERLY ALONG THE ARC OF SAID CURVE 247.53 FEET, THROUGH A CENTRAL ANGLE OF 22001 '22", WITH A LONG CHORD OF NORTH 11009'37" EAST 246.01 FEET; THENCE 6. NORTH 22010'18"EAST 3.54.03 FEET TO THE BEGINNING OF A 906.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, SAID POINT HEREINA.llIJfiR KNOWN AS POINT "A"; THENCE 7. NORTHEASTERLY ALONG THEARG OF SAID CURVE 323.51 ~Jfi.t.;l', THROUGHA CENTRAL ANGLE OF 20027'32", WITH A LONG CHORD OF NORTH 11056'32" EAST 321.79 FEET; THENCE 8. NORTH 01042'46" EAST 278.85 .llh.~1; THENCE 9. NORTH 46043'03" EAST 14.14 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF ST. JOSEPH PLACE AS DEDICATED ON RIVERBEND PHASE II; THENCE 10. COINCIDENT WITH SAID SOUTHERLY LINE SOUTH 88016'40" EAST 477.41 FEET TO THE POINT OF BEGINNING. 1. AWNG THE ARC OF SAID CURVE 122.66 FEET, THROUGH A CENTRAL ANGLE OF 12000'48", WITH A LONG CHORD OF SOUTH 61017'07" WEST 122.43 .ll~~l'; THEl,'lCE 2. SOUTH 67017'31" WEST 204.11 FEET; THENCE . 3. NORTH 67042'29" WEST 23.46 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF BALDY VIEW LANE AS DEDICATED ON RlVERBEND PHASE II; THENCE COINCIDENT WITH SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1. NORTH 24052'35 WEST 217.55 FEET TO THE BEGINNING OFA 312.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE 2. NORTHWESTERLY ALONG THE ARC OF SAID CURVE 92.86 FEET, THROUGH A CENTRAL ANGLE OF 17003'09", WITH A LONG CHORD OF NORTH 33024'09" WEST 92.51 FEET TO A POINT ON THE SOUTHERLY LINE OF BALDY VIEW CONDOMINIUMS; THENCE COMMISSION NO. MY COMMISSION EXPIRES SOUTHEASr~KLY COINCIDENT WITH SAJD WESTERLY LINE THE FOLLOWING TEN (10) COURSES AND DISTANCES: NARRA riVE THE PURPOSE OF THIS SURVEY IS TQPLAT AND MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH OREGON REVISED STATUTES CHAP1'~K 92 AND LOCAL ORDINANCES THE PAKl u ION PLAT FOR "RIVERBEND, PHASE II PARTITION OF LOT 8" AS GIVEN TENTATIVE , Ar'YKOVALBY THE CITY OF SPRINGFIELD UNDER CASE NO. SUB 2008-00043. THE BASIS OF BEARING IS RlVERBEND PHASEU; FILENO. 41070, LANE COUNTY SURVEY RECORDS, BEARING SHOWN AS SOUTH 88016'40" EAST. THE BOUNDARY RESOLUTION FOR THE EXTERIOR BOUNDARY OF THE PEACEHEALTH PARTITION IS AS SHOWN ON THE PLAT OFRIVERBEND PHASE II, LANE COUNTY SURVEY RECORDS. COINCIDENT WITH SAID SOUTHERLY LINE NORTH 67017'31" EAST 367.87 .ll~~l'; THENCE LEAVING SAID SOUTHERLY LINE SOUTH 22042'29" EAST 312.09 FEET TO THE POINT OF BEGINNING. CONTAINING 2,475,029 SQUARE FEET (56.82 ACRES), MORE OR, LESS , ~ "I CERTIFY THAT THIS SURVEY WAS PREPARED USING HP PRODUCT #51640A ON CONTINENTAL#JPC4M2 POLYESTER FILM." /' REGISTERED PROFESSIONAL LAND SURVEYOR "' CITY PLANNING DIRECTOR DATE DATE . ,/ . EXPIRES~'" 11IJIIJ.'. ......... Con..sultin. 9 .E.......n. 9.in...e. e......~. s.._:..... ~~..- .. 111 SM! FifIh A~ &Ite 2/ifX) ~ CR 97204-8628 (503) 227-t$!51 . CM Fax (503) 214-4681 , Porl.IMtJ ...". LtIS AIJIIf/WIJ 8M F,ant:ItII:o .. DIt1tJt,J PhtIImlx "'--t. ....... Uae K6CE SHEET 8 OF 8 . . ~J" · I OREGON JULY 15. 2003 .TODV. KELSO 50701 CITY SURVEYOR DATE LANE COUNTY ASSESSOR " TAX MAP 17-03-22 TAX LOT 4100 CITY OF SPJ:<INGFIELD CASE NO. SUB 2008-00043 I , , 1 , JOB NO. 301140.36 'I 1111111111111111 111111 , III