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LEGEND <br />• Monument f ound in good condition at surf ace, <br />unless otherwise noted <br />o 5/8"x30" rebar with YPC stamped "GORMAN RPLS 2281" <br />set at surface, unless otherwise noted <br />() Dimension of record <br />[ } Dimension calculated from record <br />{ } Map record reference <br />< > Monument Table reference <br />CH: chains <br />M/L : more of less <br />MCDR : Marion County Deed Records <br />MCSR : Marion County Surveyor's record No. <br />PP* Partition Plat No. <br />YPC Yellow Plastic Cap <br />MAP RECORD REFERENCES <br />{1}: Vol. 484, Pg. 433, MCDR <br />{2}: MCSR 16007, Survey for Omar Snyder <br />{3}: MCSR 21981, Survey for Harry Edwards - John Lewis <br />{4}: Partition Plat No. 90-75 <br />{5}: MCSR 32841, Survey for Robert & Nancy Lytell & <br />Robert & Gladys Shields <br />{6}: Reel 1344, Pg. 150, MCDR <br />{7}: Partition Plat No. 2000-24 <br />{8}: Reel 2389, Pg. 490, MCDR <br />{9}: MCSR 37251, Survey for Chad Blackburn <br />{10}: MCSR 38139, Survey for Elizabeth Gann <br />{II}: Partition Plat No. 2014-30 <br />{12}: Reel 4203, Pg. 83, MCDR <br />MONUMENT TABLE <br /><I> <br />#5 <br />Rebar <br />& YPC <br />stamped "LS 909" {5} <br /><2> <br />#4 <br />Rebar <br />{3} <br />CN <br />N <br /><3> <br />#5 <br />Rebar <br />{9}, bent <br />1.0' down, original position recovered <br /><4> <br /><6> <br />: #5 Rebar <br />& <br />YPC stamped "P.L.S. 1653" {4} <br /><5> <br />#5 <br />Rebar <br />& YPC <br />stamped "GORMAN RPLS 2281" {9} <br /><7> <br />#5 <br />Rebar <br />& YPC <br />stamped "PETERSON PLS 61408" {10} <br /><8> <br />1/2" pipe <br />{2} <br />a� <br />m <br />RECEIVED 12/08/2020 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />01/26/2021. <br />................... ..................... ...... <br />MCSR 39339 <br />Boundary Survey f or <br />Michael J. Henry & Regan L. Wyckof f <br />In the NE & NW 1/4s of Section 19, T 9 S, R 2 W, <br />Marion County, Oregon <br />October 28, 2020 <br />V <br />)or—<8> 0.8' DOWN <br />Vol. 484, Pg. 433, MCDR <br />Summit Loop CR 919 <br />MCSR 39339 <br />NARRATIVE <br />The purpose of this survey is to locate the boundaries of "Parcel 11" <br />W.M. as described in Reel 4203, Pg. 83, MCDR. <br />Measured bearings and distances are based on the Oregon Coordinate <br />Reference System, Salem Zone (NAD83(2011) Epoch 2010). The basis line is <br />defined by monuments <4> and <6>. <br />The east line of said "Parcel II" is defined by <3> and <5>. The south <br />line of said "Parcel 11" is coincident with <4> and <6>. The northwest corner <br />of the property described in Reel 1344, Pg. 150, MCDR is a point 208.00 <br />feet westerly from <7>, coincident with <I> and <7>. The west lines of said <br />"Parcel II" and the said property described in Reel 1344, Pg. 150, are <br />coincident with the line defined by the said northwest corner and <8>. The <br />northwest corner of said "Parcel II" is a point 470.00 feet southerly from <br />the said northwest corner on the line defined by the said northwest corner <br />and <8>. <br />0 <br />19 <br />0 <br />Ln <br />rn <br />X <br />x o <br />O U <br />Z <br />� o <br />`O 0) <br />0 <br />ui <br />of <br />w � <br />CN <br />M Co <br />o M <br />Z N <br />a� <br />W Reel 2876, Pg. 84, MCDR Parcel 2, PP#2014-30 <br />Y 208.00' (208.00') {8} — — (277.58') {IO} — — (255.31') {II} <br />v S89°17'55"E 996.03" [S89004'20"E 996.09'1 {IO} <br /><7> 0.4' DOWN <br />N <br />0 <br />z <br />;- <br />00 <br />M <br />_ t0 <br />LU <br />O) 0 <br />V) 0 <br />N O <br />o <br />o � <br />Z " <br />0 <br />0 <br />0 <br />v <br />N <br />J <br />0 <br />CR <br />M <br />N <br />;0 <br />O <br />GD <br />N <br />(EAST 13.72 CH) {I} — <br />N89059'49"W 1287.48' (N89048'08"W 1287.48') {4} <br />Reel 1344, Pg. 150, MCDR <br />S89001'49"E 998.91' (S89002'00"E 979.311 {12} <br />"Parcel II", Reel 4203, Pg. 83, MCDR <br />Parce! 3, PP#2000-24 <br />(255.32') {7}_ <I> <br />_1 <br /><2)'. <br />1. ;1--24.51' <br />N89°59'49"W 1001.13' (N89046'04"W 979.311 {I2} — — (171 <br />S89059'55"E 693.36' (N89048'08"W 693.19') {4} <br /><6) 0.3' DOWNJ�' BASIS OF BEARINGS <br /><5> 0.3' DOWN <br />Parcel 3, PP#90-75 74.35' [74.411 {9}-/ <br />N <br />0 <br />^ °D <br />Ln <br />N O <br />• N <br />CN <br />N <br />ON 3 <br />M <br />_O <br />�D <br />O <br />— O <br />C <br />N o <br />C'4 O <br />O <br />Z <br />o "' <br />1 <br />1 <br />N89°59'49"W 1001.13' (N89046'04"W 979.311 {I2} — — (171 <br />S89059'55"E 693.36' (N89048'08"W 693.19') {4} <br /><6) 0.3' DOWNJ�' BASIS OF BEARINGS <br /><5> 0.3' DOWN <br />Parcel 3, PP#90-75 74.35' [74.411 {9}-/ <br />1 GORMAN LAND SURVEYING <br />{9} - 353 SW Division Street <br />-<4> Sublimity, Oregon 97385 <br />503-769-2567 <br />D <br />U <br />M <br />00 <br />O� <br />CL <br />O <br />M <br />O <br />�D <br />REGISTERED <br />o <br />PROFESSIONAL <br />o <br />LAND SURVEYOR <br />a� <br />m <br />o <br />O <br />00 <br />OREGON <br />JULY 16, 1987 <br />JOHN P. GORMAN <br />2281 <br />a <br />CL <br />_ <br />RENEWAL DATE: 7/01/2021 <br />1 GORMAN LAND SURVEYING <br />{9} - 353 SW Division Street <br />-<4> Sublimity, Oregon 97385 <br />503-769-2567 <br />