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HERE FOR COMPLAINCE WITH MARION <br />COUNTY SURVEYORS MAP STANDARDS ONLY <br />t <br />N <br />E <br />S <br />W <br />MCSR 34972 <br />021495 <br />No. <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Ore on 97301 <br />Phone (503 364-0026 <br />Project No. 21-118 <br />= Degrees <br />= Found Monument as noted, flush <br />= Feet or minutes, <br />except where context indicates otherwise <br />= Inches or seconds depending on context <br />= More or Less <br />0 <br />= In the context of <br />bearings, North <br />= In the context of <br />bearings, East <br />= In the context of <br />bearings, South <br />= In the context of <br />bearings, West <br />= MCSR MCSR 34972 <br />or MCSR XXXXX <br />= MCSR 021495 or <br />MCSR XXXXX <br />= Number <br />= Lines of properties surveyed or described as a result of this survey <br />= Centerline <br />= Lines not of properties surveyed or described as a result of this survey <br />= Dimension lines or indicator lines <br />LEGEND <br />• <br />= Found Monument as noted, flush <br />-L J <br />with ground surface and in good <br />- d <br />condition unless otherwise noted <br />0 <br />= Set 5/8"X30" Iron Rod with Yellow <br />CL W <br />Plastic Cap Marked "AZIMUTH <br />O ,--, <br />: <br />H W U-) <br />SURVEYING" <br />( ) <br />= Data of Record <br />RADIUS= PELTA= <br />F 5.54' _ <br />81.09'41 W 495) <br />021 <br />= Data Computed from one or more <br />Record Sources as noted <br />[ ] <br />= Surveyor, File Number for survey in <br />which monument probably originated <br />1. P. <br />= Iron Pipe <br />I.R. <br />= Iron Rod <br />1. B. <br />= Iron Bar <br />SCALE : 1 " = 60' <br />1/2" I.R. UP 4" <br />[BASCUE, 021495] <br />LO <br />rn <br />N <br />O <br />W <br />O U <br />oU) <br />N Q <br />N m <br />� I <br />aL0 <br />00 <br />O N <br />O <br />Z <br />� U <br />Z,-., <br />Ln Z LO <br />O - QO <br />O �w� <br />J <br />jN <br />00 <br />Z <br />Q LSI <br />D <br />LLJ C) <br />Un (n <br />\Om <br />� Ju <br />RECEIVED 03/21/2022 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />04/28/2022. <br />MCSR 39601 <br />S89'34'16"E 500.26' <br />(WEST 500.00' - BASCUE, 021495) <br />CHORD=N83•25'49" <br />DELTA= 31'39'49"w 472.08' <br />RADIUS=865.2031 10 ) <br />ARC=(BA CUE478.14' <br />021495) <br />ALMINA JEAN LARSON FAMILY TRUST <br />REEL 2708, PAGE 128 <br />MCSR 39601 <br />BOUNDARY SURVEY <br />FOR <br />PROFESS OVAL JOE GIEGERICH <br />LAND SURVEYOR IN THE NORTHWEST 1/4 OF SECTION 1, TOWNSHIP 8 SOUTH, <br />RANGE 1 EAST, WILLAMETTE MERIDIAN <br />MARION COUNTY, OREGON <br />OREWN MARCH 7, 2022 <br />JULY 25, 1990 <br />JAMES S. HE DLER <br />2451 <br />EXPIRES: 6-30-23 <br />NARRATIVE <br />This survey was made to set monuments for the west line of the tract of land <br />described in Reel 1621, Page 188, and to find or set the reentrant corner in <br />the west line of the tract of land described in Reel 2708, Page 128. The <br />reentrant corner monument was found in very bad condition, but still in its <br />original place. A new monument was set in place of the old one. The west <br />line of the tract of land described in Reel 1621, Page 188, had not been <br />previously marked with monuments. This line was the result of a property <br />line adjustment approved by Marion County. In the Notice of Decision, no <br />survey was required. This was despite the fact that state law required <br />monuments to be placed. This survey will serve as compliance with the state <br />law. The line was marked according to the deed description, using distances <br />where there were inconsistencies. Because there was no prior survey, the deed <br />description was controlling. Monuments were set as shown. <br />S6 5 <br />V 3.12S 47 <br />TSE �76 e <br />,yCSR 6 73.Q�O ��� h,5 tib, h <br />S87.19'1091E 125.06' <br />(S85'31'45"E 125.06' - <br />Q w LQ o NN — NETTLETON, MCSR 34972) <br />w0PO00� - _ <br />0 , 4— - <br />O <br />N M <br />H Z � = U <br />m N Cn O <br />Qr-�z <br />M(0- 0 <br />+ p F- <br />� M J <br />N <br />UJ <br />Z <br />1/2" I.R. BENT & LEANING <br />SHOT WERE STRAIGHTEN <br />[BASCUE, 021495] <br />REMOVED AND REPLACED <br />I UJ O <br />-L J <br />ARC:_ (2347.95') <br />- d <br />N Q <br />O <br />LO UJ w <br />~ <br />CL W <br />L�.I O <br />O ,--, <br />: <br />H W U-) <br />k 1y <br />O4 <br />�M <br />Zz� <br />Q <br />m wwN <br />RADIUS= PELTA= <br />F 5.54' _ <br />81.09'41 W 495) <br />021 <br />CoU� <br />Ty <br />CViop <br />(BASCUE, <br />4??o4j� <br />(s <br />SECTION CORNER <br />Q� <7 SR,7F,'��, <br />40 <br />3" BRASS DISK UP 3" <br />MARKED AS SHOWN: <br />35 36 <br />1/2" I.R. <br />[BASCUE <br />a, <br />�- <br />[UNKNOWN] <br />SEE RIGGINS, 33244 <br />2 1 v <br />, <br />92+91.35 (92+92.29 <br />+9 9 <br />30.15 RIGHT (30.24 <br />No <br />r81� <br />(NETTLETON, MCSR 34972 U") <br />Lei <br />- D <br />rn <br />N <br />CD U <br />U <br />O <br />O m <br />N <br />U <br />CO cn <br />- <br />� Q <br />�d <br />wm <br />Ui <br />o a, <br />0 l <br />0 <br />M <br />z <br />00 <br />O <br />ZO <br />U <br />o <br />_ <br />D <br />o <br />z <br />O <br />1/2" I.R. UP 4" <br />[BASCUE, 021495] <br />LO <br />rn <br />N <br />O <br />W <br />O U <br />oU) <br />N Q <br />N m <br />� I <br />aL0 <br />00 <br />O N <br />O <br />Z <br />� U <br />Z,-., <br />Ln Z LO <br />O - QO <br />O �w� <br />J <br />jN <br />00 <br />Z <br />Q LSI <br />D <br />LLJ C) <br />Un (n <br />\Om <br />� Ju <br />RECEIVED 03/21/2022 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />04/28/2022. <br />MCSR 39601 <br />S89'34'16"E 500.26' <br />(WEST 500.00' - BASCUE, 021495) <br />CHORD=N83•25'49" <br />DELTA= 31'39'49"w 472.08' <br />RADIUS=865.2031 10 ) <br />ARC=(BA CUE478.14' <br />021495) <br />ALMINA JEAN LARSON FAMILY TRUST <br />REEL 2708, PAGE 128 <br />MCSR 39601 <br />BOUNDARY SURVEY <br />FOR <br />PROFESS OVAL JOE GIEGERICH <br />LAND SURVEYOR IN THE NORTHWEST 1/4 OF SECTION 1, TOWNSHIP 8 SOUTH, <br />RANGE 1 EAST, WILLAMETTE MERIDIAN <br />MARION COUNTY, OREGON <br />OREWN MARCH 7, 2022 <br />JULY 25, 1990 <br />JAMES S. HE DLER <br />2451 <br />EXPIRES: 6-30-23 <br />NARRATIVE <br />This survey was made to set monuments for the west line of the tract of land <br />described in Reel 1621, Page 188, and to find or set the reentrant corner in <br />the west line of the tract of land described in Reel 2708, Page 128. The <br />reentrant corner monument was found in very bad condition, but still in its <br />original place. A new monument was set in place of the old one. The west <br />line of the tract of land described in Reel 1621, Page 188, had not been <br />previously marked with monuments. This line was the result of a property <br />line adjustment approved by Marion County. In the Notice of Decision, no <br />survey was required. This was despite the fact that state law required <br />monuments to be placed. This survey will serve as compliance with the state <br />law. The line was marked according to the deed description, using distances <br />where there were inconsistencies. Because there was no prior survey, the deed <br />description was controlling. Monuments were set as shown. <br />S6 5 <br />V 3.12S 47 <br />TSE �76 e <br />,yCSR 6 73.Q�O ��� h,5 tib, h <br />S87.19'1091E 125.06' <br />(S85'31'45"E 125.06' - <br />Q w LQ o NN — NETTLETON, MCSR 34972) <br />w0PO00� - _ <br />0 , 4— - <br />O <br />N M <br />H Z � = U <br />m N Cn O <br />Qr-�z <br />M(0- 0 <br />+ p F- <br />� M J <br />N <br />UJ <br />Z <br />1/2" I.R. BENT & LEANING <br />SHOT WERE STRAIGHTEN <br />[BASCUE, 021495] <br />REMOVED AND REPLACED <br />N <br />(6 <br />N <br />M <br />0 <br />O <br />O <br />O <br />z <br />20 <br />�F 89. 5�0,,p•�� <br />9,,j S 6 <br />0%to N si <br />_rnrnLn� <br />m�a,z 0Z;- 2 r XQs' c'oo� <br />'� O O U-),� `�O G O <br />)N J zzwt �'Sp.<J,VQ l <br />J- 9 <br />S <br />w Wv LOu'9 <br />W <br />0 z 04 (n � , <br />- <br />�J FJ -x'9,0 <br />0000 F-Ld w w N w <br />Joao ZQO <br />w O 0 <br />=O Jw� QOQ <br />UQ F- <br />< C) (1JF-m <br />0_ a U (jj 0 m- O <br />wN mz L�� I o <br />SCD 0 0 <br />m <br />Ld <br />�: <br />O <br />W V) QOM <br />m O = GIEGERICH <br />00 � REEL 1565, PAGE 580 <br />O O <br />O� <br />V) <br />U3 cin <br />MOO <br />I UJ O <br />-L J <br />ARC:_ (2347.95') <br />- d <br />N Q <br />O <br />LO UJ w <br />~ <br />CL W <br />L�.I O <br />O ,--, <br />: <br />H W U-) <br />C) (n LO <br />(n O) <br />�M <br />Zz� <br />Q <br />m wwN <br />N <br />(6 <br />N <br />M <br />0 <br />O <br />O <br />O <br />z <br />20 <br />�F 89. 5�0,,p•�� <br />9,,j S 6 <br />0%to N si <br />_rnrnLn� <br />m�a,z 0Z;- 2 r XQs' c'oo� <br />'� O O U-),� `�O G O <br />)N J zzwt �'Sp.<J,VQ l <br />J- 9 <br />S <br />w Wv LOu'9 <br />W <br />0 z 04 (n � , <br />- <br />�J FJ -x'9,0 <br />0000 F-Ld w w N w <br />Joao ZQO <br />w O 0 <br />=O Jw� QOQ <br />UQ F- <br />< C) (1JF-m <br />0_ a U (jj 0 m- O <br />wN mz L�� I o <br />SCD 0 0 <br />m <br />Ld <br />�: <br />O <br />W V) QOM <br />m O = GIEGERICH <br />00 � REEL 1565, PAGE 580 <br />O O <br />O� <br />V) <br />U3 cin <br />MOO <br />I UJ O <br />-L J <br />ARC:_ (2347.95') <br />w <br />C' Q <br />F- <br />- N UJ <br />Now `n <br />? <br />5 4' <br />RADIUS=12347.95' <br />DELTA= 3.4104,33"W 151.33' <br />cn <br />N0QM,\Q-m <br />�(n °,—o <br />o N Q � E 284.11 <br />„ ' <br />N81 08 � 3 <br />�, <br />1495) 5 (2347 347.95'), <br />02 234 p6 <br />0-01B'06, <br />0 <br />CHORD= <br />(BASCUE, <br />( _ <br />BASCUE, <br />(S80 •24'W X283.4 — <br />RADIUS= PELTA= <br />F 5.54' _ <br />81.09'41 W 495) <br />021 <br />CViop <br />(BASCUE, <br />— _ OAD <br />GRADE 891 (100') <br />ROAD COUNTY R <br />W(if=N p <br />YO(��70� <br />QWQ0) r-O� <br />=U) of0F� <br />F-D3:Z,OZ <br />Q 1 0+00 <br />�Z��rnr7� <br />3:0Nw w <br />O< ZLzA z <br />w.m <br />0o <br />LO <br />