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M-CSR 39662
<br />RECORD OF SURVEY
<br />FOR: BRYAN & JENNA DONALDSON
<br />LOCATED IN THE S.W. 1/4 OF SECTION 7, T. 5 S., R. 1 W., W.M.
<br />CITY OF WOODBURN, MARION COUNTY, OREGON
<br />MAY 5, 2022
<br />PROPERTY LINE ADJUSTMENT FILE NO. PLA 2018-03
<br />SCALE: 122 - 30,
<br />1 CAT-IT0 a* I M
<br />[1] PLAN OF BEN HALLS ADDITION TO WOODBURN, MARION CO., E. (V. 04, P. 036, B.O.T.P.)
<br />[2] MCS R 10543
<br />[3] SMITH'S ADDITION TOT CITY OF WOODBURN OREGON (V.18, P. 48, B.O.T.P.)
<br />[4] MCSR 20544
<br />[5] MCSR 21770
<br />rai r%fir--qP,?r;1 ? DEED REFERENCE:
<br />1 [7] MCS R 26122 Ri R. 4164, P. 225, MCDR
<br />3pj gyp'[8] PARTITION PLAT 2013-27 P. 215, MCDR
<br />R2 R. 43347
<br />[9] MCS R 21505
<br />A S88*32'27"E 264.72' (S88-28'E 265.67' CALC)[1]+[6]
<br />HEST HA YES ST
<br />S88*32'27"E 306.43' (S88-39'E 306.62)[3]
<br />204.25' (S88'28'E 204.37')[2]
<br />10.21'(N13-15"E 11.16')[3]
<br />102.18'(N88*28'W 102.18')R -
<br />S88',32'27"E 35.16'
<br />'�' LS88*39'E 33.20')[3]
<br />@i 10.06' 5' PUBLIC UTILITYLl
<br />(10.22')[2] EASE MENT PER I
<br />R. 4623, P. 4JI,
<br />494' MCDR
<br />;I
<br />3600, ORqNW CORNER LOT 1, 1
<br />MC00�
<br />,
<br />--J d BLOCK 1, SMITH'S @ 77
<br />: T v) ADDITION TO THE
<br />The purpose of this survey is to show a property line adjustment between those properties Ile CITY OF WOODBURN 76, %, >
<br />described in Reel 4164, Page 225 and Reel 4334, Page 215, Marion County Deed Records, per OPCRI�'M
<br />MOOR Zo �)-
<br />r
<br />City of Woodburn Community Development File No. PLA 2018-03. The basis of bearings used NA PR . 2
<br />252 V-
<br />was along the east line of the subject property between monuments D and F per MCS R 21770, ORIGi4164,056 so. \/ � S �
<br />C\4 02 n 77
<br />with said monuments also being held for the northeast and southeast corners of the subject
<br />pro cv ,,,--NOO*57'51 "E 32.67' 10, UTILITYrty. C\4 ;�L- Zo
<br />To determine the south line of the subject property, I held monuments F, G and I per in 0) (of, -A SEML -N T
<br />ry-, Partition Plat 2013-27. To determine the west line of the subject property, I held monuments C
<br />CIO ,,,,,-ADJUSTED LINE PER
<br />and H per MCS R 21505. To determine the north line of the subject property, I held monuments A ORIGINAL LINE--�,,/
<br />t of way of West Hayes Street and CO zo 0
<br />and B and offset said line 50 feet Southerly for the south righ 40 TRANSFERRED PROPERTY N18'41'13"E
<br />an additional offset 10 feet South for the south right of way of said West Hayes Street adjacent to ® Nt EXHIBIT "E", 9.58'
<br />C'q to E
<br />said property described in Reel 4334, Page 215. To determine the northeasterly line of the R. 4639, P. 266, MCDR *0 05 7 W 5.6 6'
<br />0 ;-, -;c N49
<br />CO
<br />subject property, I held monuments D and E and extended said line Northwesterly to intersect the 190 StFT i N56*57'01 "E 8.62'/ (S48-55'E 5.66')[5]
<br />L--J z CdR�%59
<br />said south right of way. To determine the original line between the two tracts, I held monument G T- co
<br />P. GOP
<br />and deed distance Easterly from the calculated northwest corner of said Reel 4164, Page 225 ®r CO J ADJUSTED
<br />0?
<br />per said deed. o ZPROPERTY "All
<br />-.0
<br />ADJUSTED PROPERTY 29 B EXHIBIT PVC92
<br />30
<br />EXHIBIT
<br />R. 4639,
<br />22D'P, R. 4639, P. 266, MCDR P. 266, MCDR
<br />tr� 11,430 SQ FT
<br />LEGEI k"14
<br />20,246 SQ FT co 40
<br />ND: j@
<br />co
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise. RIGINAL "A CDR
<br />�PERTY
<br />M0 = Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687" co CV15n PRP- 2 FT.
<br />0 = Found monument (see found monument list) 4334, so- p-
<br />= Data of record per survey reference 101.20' (S88*4848"E 101.20')[8] R- 11,6 20 1611, Op
<br />R. MC
<br />= Record and measured data per survey reference N88048'48"W 102.41 /V7
<br />1#1 = Survey reference number 7 (S88*28'E 102.18')Rl �5131 0,0
<br />M CSR = Marion County Survey Records P. '53 " 0;�, W 6
<br />71, Q 0,'MCDR = Marion County Deed Records M C (59.9 60 0 7.11
<br />CALC = Calculated Survey Value
<br />PARCEL 2'27 , / WSJ J
<br />B.O.T.P. = Book of Town Plats P.P- PC 11 21 LOT
<br />21 IS
<br />P.P. = Partition Plat 'cl- CITY
<br />PA 2013- SMITH
<br />THE r-ON
<br />V. = Volume P.P. al, OAK TO ORE,
<br />R. = Reel APO TION OURN O.O.T.P
<br />11 0,90
<br />P. = Page OF VV P-
<br />= Centerline FOUND MONUMENT LIST: 13,
<br />1 " iron pipe, down 05, set in [1].Held for north right of way of WEST HAYES ST.
<br />1/2" iron pipe, set in [6]. Held for north right of way of WEST HAYES ST.
<br />1/2" iron pipe, damaged, down 05, set in [2]. Held for west line of subject property.
<br />@ 1/2" iron rod, leaning westerly, set in [5]. Held for southwesterly right of way of WEST HAYES ST and for northeast corner of subject property. R E G I STE R -E-D----.)
<br />R:E I(
<br />1/2" iron pipe, origin unknown, shown in [5]. Held for southwesterly right of way of WEST HAYES ST. PROFESSIONAL
<br />* BAKKER ELAND SURVEYOR
<br />ECEIVED 07/05/2022 BY F 1/2" iron r®, set in [5]. Held for southeast corner of subject property. SURVEYING Z�, ]ARION COUNTY SURVEYOR. @ 1/2" iron pipe, down 0.8', set in [3]. Held for angle point in south line of subject property.
<br />3657 KASHMIR WAY SE 0 A -0, -G 0 N
<br />IPPROVED FOR FILING ON SALEM, OREGON 97317 JULY 19, 1994
<br />0 5/8" iron rod, set in [4]. Held for west line of subject property. PHONE �503� 588-8800 GREGORY L. SON
<br />18/16/2022, (D 5/8" iron rod with yellow plastic cap stamped VALSON PLS 2687", set in [8]. Held for south line of subject property. FAX 503 363-2469 2687
<br />"
<br />EMAIL: INFO@BARKERWILSON.COM EXPIRES: 6/30/2024
<br />MCSR 39662
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