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BOUNDARY SURVEY <br />FOR <br />MARGE ROBINSON <br />in the NW 1/4 of SECTION 12, T. 8 S., R. 1 E., W.M. <br />MARION COUNTY, OREGON <br />MAY 4, 2021 <br />NARRATIVE <br />This survey was made to place monuments for the south line of the tract of <br />land described in Reel 4124, Page 182 of the Marion County Deed Records. <br />The description refers to the fractional parts of the section. Therefore, it is <br />first necessary to locate the boundaries of the northwest quarter of the <br />section. <br />At the section corner and quarter corner monuments set based on original <br />evidence and/or County monuments legitimized by ORS 209 are found. <br />Within the section there have been differing opinions about how to subdivide <br />the section. Fisher's subdivision was first and should be honored as the <br />original division. Most surveyors have adopted this approach. In survey No. <br />16176, Ralph Barnes subdivided the section anew. In that survey he set the <br />center northwest sixteenth corner for the first time. Although other surveyors <br />and I reject his approach along the north—south center of section line, the pipe <br />he set at the center north sixteenth corner is the first instance of that corner <br />being monumented. Property owners have long since adopted it as is <br />evidenced by the old fence corner there. Therefore, it is appropriate to use <br />Barnes monument. <br />The tract of land described in Reel 4124, Page 182 and many that adjoin it <br />are described with cardinal bearings and distances in rods. The south <br />adjoining property is described as a fractional part. Taken with wooden <br />literalism, the descriptions using rods would leave gaps and overlaps at <br />virtually every boundary. This perceived lack of harmony is a latent <br />ambiguity, which allows one to consider other factors. Because the <br />descriptions are written using rods, it is likely that they were written by <br />someone more familiar with farming than with proper method of description. <br />It is appropriate to bear in mind the experience level of the scrivener when <br />construing descriptions. Although this section was never a perfect 80 chains <br />by 80 chains, the perception of the uninformed is that all sections are regular <br />sections. If that view is taken and the description in rods are viewed within <br />the framework of the Public Land Survey system, applying proportionate <br />measure, all of the properties are harmonized. There are no overlaps, and no <br />gaps are left, which might otherwise lead to vexatious litigation. <br />LEGEND <br />• = Found Monument as noted, flush <br />with ground surface and in good <br />condition unless otherwise noted <br />0 = Set 5/8"X30" Iron Rod with Yellow <br />Plastic Cap Marked "AZIMUTH <br />SURVEYING" <br />( ) = Data of Record <br />= Data Computed from one or more <br />Record Sources as noted <br />[ ] = Surveyor, File Number for survey in <br />which monument probably originated <br />1. P. = Iron Pipe <br />1. R. = Iron Rod <br />1. B. = Iron Bar <br />- <br />x—x- = Fence <br />SCALE : 1 " = 200' <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Ore on 97301 <br />Phone (503) 364-0026 <br />Project No. 21-017 <br />RECEIVED 05/11/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />06/29/2021. <br />MCSR 39430 <br />PROFESS ONAL <br />LAND SURVEYOR <br />9aw,4a Z. <br />OREGON <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-23 <br />go <br />an <br />w ao rn <br />ZXW0_ON <br />ctUO(ILd <br />Z 0 <br />O O Q <br />ZzZp� <br />p Jw <br />Y � Y <br />U o � Q <br />W :2 <br />V) Ln <br />U) <br />Q <br />X <br />m <br />M <br />0 <br />N <br />M <br />0 <br />c� <br />06 <br />LO <br />c0 <br />111111111® <br />21 1 <br />• <br />11 112 <br />SEC. COR. <br />\OUN�/ <br />S89'31'30"W 2657.14' OR 40.26 CHAINS <br />(S89'45'W 39.90 CHAINS - WALDEN, OR-RO130 PAGE 0580) <br />(N89'27'E €2653.20'1 - BARNES, 16176) <br />1328.57' OR 20.13 CHAINS <br />(20.10 CHAINS - HERRICK, 5440) <br />v <br />v <br />GATES <br />REEL 3745, PAGE 254 <br />N89'31'49"E 1487.58' OR 90.15 RODS <br />(EAST 90 RODS - REEL 3036, PAGE 63) <br />ROBINSON <br />REEL 3036, PAGE 63 <br />S89'37'09"W 1321.85' <br />3/4" I.P. UP 4" <br />NEXT TO FENCE POST <br />[BARNES, 16176] <br />I <br />I <br />?I <br />�I <br />co <br />I <br />r7 I <br />N <br />O -UJ <br />N <br />1484.08' OR 89.94 RODS o I <br />(WEST 90 RODS - REEL 3036, PAGE 63) <br />o <br />Z <br />` 8S R Fb�s <br />O 2 <br />N S" II <br />o0of S11 • S12 (0 <br />Ld Z I O <br />I o0N 1/4 I <br />00 7993 I <br />ZQM <br />QS89'44'35"W 1313.07' OR 19.90 CHAINS <br />Q a Z (€19.95 CHAINSI - FISHER, 8150) I <br />CY N:2 (S89'56'30"E 1312.58' - HOLLINGSWORTH, 26153) <br />(N89'54'34"W 1312.61' - PINARD, 32982) <br />1328.57' OR 20.13 CHAINS <br />(20.10 CHAINS - 26.60 — BARNES, 0) <br />16176) <br />(13 <br />`oN <br />�S <br />M <br />n <br />\ s, <br />�� <br />. <br />U), <br />o rn <br />1 � <br />1/4 <br />W `n <br />O0 <br />a <br />12 <br />U(0 <br />W <br />ZaNN <br />s <br />y'G' <br />1M- <br />Q='N <br />O <br />o W <br />N p U <br />0 <br />rn � 3: � <br />ZNW <br />nozz_ <br />iRULlZ <br />-<0L0 Ozo <br />'p2 <br />mWWN <br />„ <br />L�M6Q <br />Iu) <br />0 X <br />0 <QJ <br />3:...-: <br />N <br />I <br />REEL 4124, PAGE 182 <br />invo <br />Q 0: <br />N oo cD <br />(n q_ N <br />to <br />°Dino <br />wZ�w <br />W <br />U <br />N <br />Q O <br />U <br />a -Q <br />ZU� <br />co <br />� <br />Z <br />WOOO( <br />O <br />On� <br />Z�� <br />N <br />Qf <br />N M <br />F- (n <br />O W <br />.� <br />O <br />Ld <br />M (i_ <br />Z <br />v <br />of <br />OI <br />0V) <br />c0 p <br />00W <br />Q0 O <br />F_ <br />af <br />O <br />Z <br />0 <br />c� <br />06 <br />LO <br />c0 <br />111111111® <br />21 1 <br />• <br />11 112 <br />SEC. COR. <br />\OUN�/ <br />S89'31'30"W 2657.14' OR 40.26 CHAINS <br />(S89'45'W 39.90 CHAINS - WALDEN, OR-RO130 PAGE 0580) <br />(N89'27'E €2653.20'1 - BARNES, 16176) <br />1328.57' OR 20.13 CHAINS <br />(20.10 CHAINS - HERRICK, 5440) <br />v <br />v <br />GATES <br />REEL 3745, PAGE 254 <br />N89'31'49"E 1487.58' OR 90.15 RODS <br />(EAST 90 RODS - REEL 3036, PAGE 63) <br />ROBINSON <br />REEL 3036, PAGE 63 <br />S89'37'09"W 1321.85' <br />3/4" I.P. UP 4" <br />NEXT TO FENCE POST <br />[BARNES, 16176] <br />I <br />I <br />?I <br />�I <br />co <br />I <br />r7 I <br />N <br />O -UJ <br />N <br />1484.08' OR 89.94 RODS o I <br />(WEST 90 RODS - REEL 3036, PAGE 63) <br />o <br />Z <br />` 8S R Fb�s <br />O 2 <br />N S" II <br />o0of S11 • S12 (0 <br />Ld Z I O <br />I o0N 1/4 I <br />00 7993 I <br />ZQM <br />QS89'44'35"W 1313.07' OR 19.90 CHAINS <br />Q a Z (€19.95 CHAINSI - FISHER, 8150) I <br />CY N:2 (S89'56'30"E 1312.58' - HOLLINGSWORTH, 26153) <br />(N89'54'34"W 1312.61' - PINARD, 32982) <br />1328.57' OR 20.13 CHAINS <br />(20.10 CHAINS - 26.60 — BARNES, 0) <br />16176) <br />(13 <br />`oN <br />�S <br />co <br />R 7 (/ZA <br />\ s, <br />�� <br />. <br />Cn <br />1 � <br />1/4 <br />• COR. <br />O0 <br />a <br />12 <br />S89'48'45"W 1313.93' <br />1156.99' OR 70.12 RODS <br />(N89'57'00"E 1157.00' - GORMAN, 32863) <br />cfl <br />\ s, <br />�� <br />Cn <br />O0 <br />a <br />AN <br />9k <br />C� <br />0 o <br />s <br />y'G' <br />o W <br />Lq <br />�cn <br />ti%y <br />0 X <br />ROBINSON <br />N0 <br />REEL 4124, PAGE 182 <br />(n <br />4 <br />\ �S <br />O <br />Nr- <br />OJ <br />`• — <br />X - X - X i 560.06' <br />\ _00\x�k, <br />PAMPINELLA <br />REEL 4137, PAGE 110 <br />S89'49'01 "W 1316.51' <br />:�_4L6�i <br />594.22' <br />MCSR 39430 <br />XVN6)Zo <br />Zpo, <br />W(n=rn <br />O�Qo <br />W m pu <br />ro Y <br />IX Q <br />Z <br />CY <br />00 <br />N <br />N <br />O <br />V) <br />CL J <br />Q00 <br />U a) <br />U <br />O <br />�V) <br />Q J <br />J <br />0- <br />0 D <br />_J U) <br />_OU) <br />J <br />LLJ Q M <br />(DO <br />3Of 0404' <br />O040i <br />W <br />0'pQ� <br />Y LLJ <br />C3) <br />Q' r <br />\Q CD o <br />In :2`.,Z <br />i <br />S89'49'16"W 1319.10' OR 19.99 CHAINS <br />(20.00 CHAINS) - FISHER, 8150) <br />01319.62'J - HOLLINGSWORTH, 26153) <br />(N89 54 34 W 1319.37 PINARD, 32982) <br />LOOSE AND LEAN N'G „CENTER OF SECTION <br />[FISHER, 8150] 1.5 ALUMINUM CAP MARKED <br />"OREGON STATE PARKS" <br />[HOLLINGSWORTH, 26153] <br />12 <br />PO <br />00 <br />N <br />M <br />rn <br />00 <br />N <br />M <br />Z <br />Q <br />N � <br />N 00 <br />M <br />W_ <br />�M <br />�i <br />00 C-4 <br />o �- <br />O W <br />Z: <br />rn <br />;n <br />O <br />O <br />Z <br />._11 <br />N <br />