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"mrr 1 �; <br />Arl�h.., ITIO N P NO Is 20 <br />r, <br />REPLAT OF LOT 7 AND 8, "TOWN CENTER AT WOODBURN" <br />IN NE 1/4 SECTION 14, AND NW 1/4 SECTION 13, <br />TOWNSHIP 5 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN <br />CITY OF WOODBURN, MARION COUNTY, OREGO <br />SURVEYED FOR: WEST COAST REAL ESTATE HOLDINGS, LLC. <br />1- (45.44') (CALC: S89° 32' 20"E - 996.57') <br />UE 015, 0 <br />6'' <br />14 <br />a <br />10' PUE -� C2 �C2 C4C4) 7E <br />\ 5 C3 (C3) _ <br />NARRATIVE: <br />THE PURPOSE OF THIS MAP IS TO SHOW THE RESULTS OF A REPLAT TO CONSOLIDATE "LOT <br />7" AND "LOT 8" OF "TOWN CENTER AT WOODBURN" A LEGAL SUBDIVISION IN MARION <br />COUNTY, OREGON, APPROVED BY CITY OF WOODBURN PLANNING DEPARTMENT CASE NO. PLA <br />2019-04, DESCRIBED ON VOLUME 45 AT PAGE 72 BOOK OF TOWN PLATS_ ALL FOUND <br />MONUMENTS WERE ACCEPTED AS MARKING THE TRUE LOT BOUNDARIES, AS SHOWN <br />HEREON_ <br />BASIS OF BEARINGS: <br />THE DIRECTION OF N 35057' 00" E WAS ADOPTED FOR THE CENTERLINE OF STACY ALLISON <br />WAY FROM CALCULATED CENTERLINE POINT "A" TO THE MONUMENT DESIGNATED AS "B", <br />MORE PARTICULARLY DESCRIBED AS THE PROLONGATION OF THE CENTERLINE OF STACY <br />ALLISON WAY BETWEEN MONUMENTS 13 AND 16, THEREBY CONFORMING TO THE RECORDED <br />"TOWN CENTER AT WOODBURN" SUBDIVISION. <br />ICURVE TABLE <br />CURVE # <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD DIRECTION <br />CHORD LENGTH <br />CI <br />31.40' <br />20.00' <br />89057'36" <br />N800 55' 48"E" <br />28.27' <br />(C 1) <br />(31.40') <br />(20.00') <br />(89056' 54") <br />(S800 55' 27 "W) <br />(28.27' ) <br />C2 <br />91.91, <br />280-00' <br />18048'23" <br />S630 31' 09"E" <br />91.49' <br />(C2) <br />(91.93') <br />(280.00') <br />(18048' 39") <br />(N630 30' 25 "W) <br />(91.5 I' ) <br />C3 <br />81.18' <br />280.00' <br />16036'39" <br />S810 13' 40"E" <br />80.89, <br />(C3) <br />(81.21') <br />(280.00') <br />(16037'05") <br />(S810 13' 17E) <br />(80.93') <br />C4 <br />154.53' <br />250.00' <br />35024'56" <br />S710 49' 31"E <br />152.08' <br />I <br />t II <br />1 it <br />1 <br />\� LINE # LENGTH DIRECTION (C4) 054.59') (250.00) (35025 44 ) (S71° 48 58 E) (152.14 ) <br />_LI <br />378.41' <br />S54° 05' 24"E <br />C5 <br />92.73' <br />220.00' <br />24009'02" <br />S660 <br />II' 34"E <br />92.05' <br />(LI) <br />(378.47') <br />(N540 06' 06"W) <br />(C5) <br />(92.88') <br />(220.00') <br />(240II'25") <br />(N660 <br />II' 48"W) <br />(92.20') <br />MONUMENT TABLE <br />MON # DESCRIPTION <br />FOUND 5/8" IRON ROD WITH NO CAP, DOWN 0.1 % SHOWN SET SO45-072 <br />2 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", DOWN 0.3', SHOWN SET SO45-072 <br />3 FOUND 5/8" IRON ROD, BENT, SHOT ON POE, DOWN 0.8% SHOWN SET SO45-072 <br />4 FOUND 5/8" IRON ROD, BENT, SHOT ON POE, DOWN 1.2% SHOWN SET SO45-072 <br />5 FOUND 5/8" IRON ROD WITH SMASHED YPC, DOWN 0.2', SHOWN SET SO45-072 <br />6 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2415", DOWN 0.2% SHOWN SET SO45-072 <br />7 FOUND 5/8" IRON ROD WITH AC CAP IN MONUMENT BOX, MARKED "WILHELM ENG OR LS 2413", SHOWN SET SO45-072 <br />8 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", DOWN 0.2', SHOWN SET SO45-072 <br />9 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", FLUSH, SHOWN SET SO45-072 <br />10 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", DOWN 0.5', SHOWN SET SO45-072 <br />II FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", FLUSH, SHOWN SET SO45-072 <br />12 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", DOWN 0.2', SHOWN SET SO45-072 <br />13 FOUND 5/8" IRON ROD WITH AC CAP IN MONUMENT BOX, MARKED "WILHELM ENG OR LS 2413", SHOWN SET SO45-072 <br />14 FOUND 5/8" IRON ROD WITH AC CAP IN MONUMENT BOX, MARKED "WILHELM ENG OR LS 2413", SHOWN SET SO45-072 <br />15 FOUND 5/8" IRON ROD WITH YPC, MARKED "WILHELM OR LS 2413", DOWN 0.3% SHOWN SET SO45-072 <br />16 FOUND 5/8" IRON ROD WITH AC CAP IN MONUMENT BOX, MARKED "WILHELM ENG OR LS 2413", SHOWN SET SO45-072 <br />LEGEND: ENGINEERING & PROJECT: <br />POE POINT OF ENTRY REGISTERED EISURVEYING 60-10 <br />AL ALUMINUM PROFESSIONAL DRAWING NO.: <br />PUE PRIVATE UTILITY EASEMENT LWSURVEYOR 2564 19TH ST. SE TEL 503-399-3828 60-10_PLA.DWG <br />SALEM, OR. 97302 FAX 505-365-1852 <br />BOTP <br />BOOK OF TOWN PLATS <br />THE FOLLOWING EASEMENTS ARE MENTIONED IN <br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE <br />YPC <br />YELLOW PLASTIC CAP <br />40CLIENT: <br />THE PRELIMINARY TITLE REPORT AND DO NOT <br />NOTED_ REFERENCE MONUMENT TABLE FOR DESCRIPTION. <br />O <br />RECORD: VOL. 45 PG. 72 BOTP <br />WEST COAST HOME SOLUTIONS, LLC <br />O'REGON <br />DIRECTLY AFFECT THE SUBJECT PROPERTY, AS <br />VOL. <br />VOLUME <br />JANUARYI7, 1995 <br />25060 SW PARKWAY AVE. SUITE 110 <br />THEY ARE BLANKET IN NATURE AND CANNOT BE <br />O <br />SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP <br />PG. <br />PAGE <br />L. M. ALLEN <br />WILSONVILLE, OR 97070 <br />SHOWN GRAPHICALLY. <br />MARKED "LEI OREGON", FLUSH WITH GROUND <br />CALC. <br />CALCULATED <br />2688 <br />DRAWN: <br />FIELD: <br />EXPIRES 12/31/2021 <br />R. MURRAY <br />C. HUGGETT <br />VOLUME 431 PAGE 538 <br />� <br />CALCULATED POINT <br />CALC' D: <br />CHECKED: <br />REEL 1879 PAGE 72 <br />L.M. ALLEN <br />J. VAN AGTMAEL <br />FIELD DATE: <br />5/20/2019 <br />SCALE: <br />"=100' <br />PAGE: <br />OF 2 <br />