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G:) HELD <br />FOUND 5/8" IRON ROD <br />[MCSR 27353] <br />N89058'27"F <br />40.5' <br />NARRATIVE <br />THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH CORNERS FOR A PROPERTY LINE ADJUSTMENT BETWEEN THOSE CERTAIN PROPERTIES DESCRIBED BY <br />DEEDS RECORDED AS REEL 4441 PAGE 171 AND REEL 4441 PAGE 172 IN MARION COUNTY DEED RECORDS. WORK BEGAN JANUARY 26, 2022 WITH DUSTIN <br />STACY AND BEN OVERLUND IN THE FIELD, UNDER MY DIRECT SUPERVISION. A TRIMBLE S7 TOTAL STATION AND R10 GLASS RECEIVER WERE USED FOR <br />MEASUREMENTS. <br />1) <br />ACCEPTED QDAND <br />42 FOR THE CENTERLINE OF <br />MT. ANGEL <br />GERVAIS ROAD <br />(MR73). <br />2) <br />ACCEPTED 23 <br />AND(a)FOR THE SOUTHWEST AND <br />NORTHWEST <br />CORNERS OF <br />REEL 4441 PAGE 171, RESPECTIVELY, PER MCSR 27353. <br />3) <br />ACCEPTEDO5 AND 22 FOR THE NORTHWEST AND <br />NORTHEAST <br />CORNERS OF <br />PARTITION PLAT N0. 2001-85, REPSECTIVELY. <br />4> HELD A INTERSECTED � INOOT�HALF ROAD NIDDTHI EAND(a) <br />DOOFFSET THE — (::�DTONTERLIESTABLISHNPOINTS O 62 TAANID H TH68E RESPECTIVE Y. RTH RIGHT OF WAY LINE OF MR73. I THEN <br />5) ALL NEW MONUMENTS WERE SET ON JULY 20, 2022. <br />BASIS OF BEARINGS <br />OREGON COORDINATE REFERENCE SYSTEM, S,4LEM ZONE, <br />WITH REFERENCE TO GEOID 12A (NAD 83(2011) EPOCH <br />2010): SEE OAR 734-005-0015 (3)(gg) <br />BETWEEN POINTS 42 - CD <br />LEGEND <br />O <br />MONUMENT FOUND AS NOTED, ALL FOUND FLUSH IF <br />NOT NOTED OTHERWISE. <br />FOUND 518 INCH IRON ROD WITH YELLOW PLASTIC <br />CAP INSCRIBED "'GORMAN RPLS 2281 " SET IN <br />PARTITION PLAT NO. 2001-85. <br />1"' BRASS DISK INSCRIBED "CASWELL HERTEL" SET IN <br />CONCRETE -UNLESS OTHERWISE NOTED <br />518 X 30 INCH IRON REBAR SET WITH YELLOW PLASTIC <br />CAP INSCRIBED "CASWELLHERTEL 503-644-3179" <br />O <br />RECORD BEARING AND/OR DISTANCE BY SURVEY <br />00 <br />00 <br />NUMBER OR PLAT NAME <br />°' <br />N <br />C ] <br />PROBABLE ORIGIN OF MONUMENT BY SURVEY <br />v <br />NUMBER OR PLAT NAME <br />o <br />€Cl <br />CALCULATED PER <br />_ <br />0 <br />0 <br />COMPUTER POINT NUMBER. <br />o <br />0 <br />CENTERLINE <br />v <br />MCSR <br />MARION COUNTY SURVEY RECORD <br />rn <br />N <br />r7 <br />SURVEYOR'S NOTES <br />1 REFERENCE MATERIAL • <br />w <br />132.00' (132.00' D 1 <br />ai 1 0 0�7 q I I <br />l A61M ru, I llwL I <br />FOR MOLLY SEIDEMAN <br />IN THE SOUTHEAST 1 /4 OF SECTION 4, T. 6 S., R. 1 W., W.M. <br />CITY OF MT ANGEL <br />MARION COUNTY OREGON <br />SCALE 1 " — 30' J U LY 20, 2022 <br />(K) <br />FOUND 1 /2" IRON PIPE O HELD <br />N37002'53"W 0.57' FOUND 5 8" IRON ROD <br />[NO RECORD] MCSR 2 353 <br />N89058'27"E 320.82' (N89°41'30"W 320.95 €C�S1) [ ] <br />166.10 _ -�� <br />ORIGINAL PROPERTY LINE \ <br />REEL 4441 PAGE 171 <br />BEFORE ADJUSTMENT <br />40229 S.F. (EX. ROW) <br />AFTER ADJUSTMENT <br />48896 S.F. (EX. ROW) <br />] 34.10' <br />1 � <br />O <br />0 <br />0 <br />rn <br />000 <br />0) <br />N <br />po <br />w <br />58.25' <br />ADJUSTED <br />PROPERTY LINE <br />cl <br />Lo <br />►2' <br />• <br />Z3 <br />REEL 4441 <br />PAGE 172 <br />BEFORE ADJUSTMENT <br />PLATS: `� 27165 S.F. (EX. ROW) <br />P2001-85 (P 1) 0 1 ( °N AFTER ADJUSTMENT <br />MARION COUNTY SURVEY RECORD: o ; N 18498 S.F. (EX. ROW) <br />co <br />5499, 19253, 27001, 27353 (S 1), 32669, 38489, 38934. 0 i I <br />COUNTY ROADS NUMBERS: z ; 20• 00' <br />MR 73 <br />DEEDS REEL PAGE NUMBERS): <br />(O <br />41761363, 4441 / 171, 4441 / 172, 4441 / 173 00 <br />N i Q I r <br />N i w i i i EXISTING <br />> II I HOUSE <br />95.4' N <br />n <br />I � <br />42 <br />HELD <br />�Lj <br />i i <br />Q <br />(i < <br />FOUND 3 1 /2 J' <br />BRASS DISC <br />r z 1 <br />1 j <br />IN MONUMENT <br />BOX <br />c~n <br />I i o <br />[MCSR 2361 ] <br />I Qv <br />w <br />1 N <br />STAMPED <br />, ( <br />(� z r 0 <br />T6S R1W <br />; ; <br />� o <br />P . I . <br />° <br />6 <br />S89°59'44"E 150.38' <br />; ; <br />1 i <br />ix cn <br />� ► -- <br />13+26.7 <br />MR. 73 <br />y <br />1-0 <br />23 <br />HELD <br />,; '� 0 0 1 �O <br />COUNT <br />I I o <br />\ 1 N <br />FOUND <br />[MCSR <br />RAILROAD SPIKE <br />27353] , <br />I 1 <br />0 0 <br />IN 041 <br />�— <br />J — <br />— <br />132.00 (132.00 D 1) <br />— <br />— 18.38' v,— <br />-- <br />� <br />'�- <br />— <br />' ° S895944"E 217.36' s <br />0 <br />0 <br />0 <br />ro <br />• <br />96.47' (96.48' S1) _ <br />22 HELD <br />FOUND 1 /2" IRON ROD <br />[MCSR 19253] <br />REGISTERED <br />PROFESSIONAL <br />.� <br />LAND SURVEYOR <br />N <br />00 <br />e <br />00 <br />V OREGON <br />CN <br />JANUARY 14, 2003 <br />BENJAMIN S. STACY <br />0o o <br />57191 <br />PARCEL 2 <br />0 <br />N_ <br />0 °- <br />RENEWS: 6/30/2024 <br />PARTITION PLAT NO. 2001-85 <br />o CIO <br />n m <br />0 <br />po <br />w <br />W <br />CAS- TEL <br />0 oINC. <br />° r_ <br />6150 S. W_ 124TH AVE. <br />z <br />BEAVERTON, OR 97008 <br />0 <br />z <br />(503) 644-3179 <br />info@chsw-veyinc.com <br />www.casweflhertelsurveyors.com <br />"E <br />I <br />N89°5851 81.06' <br />(N89°43'00"W 81.06' P 1) <br />.. <br />/ <br />n- <br />I <br />0 <br />0)o)o <br />0 p��� <br />`L� <br />n6R <br />N <br />w QP '` <br />Lo Q� <br />S89°59'44"E <br />o <br />4 <br />CO U N�� <br />`t n \O� <br />00 <br />31 HELD <br />P��\ <br />Q <br />FOUND 3 1 /2" BRASS DISC <br />J8'N <br />�- 0 <br />z[MCSR <br />IN MONUMENT BOX <br />� <br />4409C015] <br />SO 1 ° 13'14"W 2.09'STAMPED <br />` <br />/ <br />67.51' -0.09' � _ 82.86' (82.9 6' P 1) <br />- <br />69 <br />�sOO*OO'1 <br />0?S00°6'3"W <br />5.14' <br />6�, <br />3 W <br />I0 <br />5.00, <br />S89°59'44"E 297.86' N <br />66.98' - N %_ - _ 103.47' (103_38' S1) <br />_ - <br />194.39' <br />(194.33' S1) <br />1327 01 ' �j . MAQA ROAD <br />0 <br />0 <br />Lo <br />N <br />JOB NO. 10072 <br />