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Q <br />C6 <br />(N 90000'00" W 183.46')S1 <br />NEW DEED: ¢SEL ti F3S , Pp*E zo9, M E� <br />23,115 SQ. FT. <br />20,433 NET <br />ORIGINAL <br />20' <br />21.42')sll I <br />' 1 I <br />0 0 � <br />O <br />cv <br />C°I <br />W <br />� I <br />0 0 <br />1/2- I. P. W/2'" SQUARE CAP O I <br />DOWN 0.4' [MCSR 21431 �� o <br />N890 52'58-E 0.98' OF R/W o <br />(N 90000'00" W 115.46')S1 <br />o ADJUSTED LINE <br />N 90000'00" W 183.46 <br />0 <br />co <br />L6 <br />2.00' E. OF R/W <br />tK <br />QP <br />N <br />SET 2.00' W. OF R/W,"' <br />(TO AVOID UTILITIES) <br />ORIGINAL <br />LINE <br />(N 90000'00" E 115.46 ' )S1 <br />NEW DEED: 141L 4 S3S / PA&I vol nnCV, <br />21,262 SQ. FT. <br />18,837 NET <br />SHED <br />(72.65' )CALCULATED S1 <br />(S 87028'230t W)S1 <br />co <br />cv <br />Lo <br />ff <br />0 <br />0 <br />0 <br />0 <br />MONUMENT <br />BEARS 0. 11' E. <br />HELD LINE <br />N 90000'00" E 110.88')S1 <br />0 <br />O <br />O <br />� <br />o <br />I o <br />� <br />o <br />O <br />. <br />o0 <br />Q <br />0 <br />0 <br />0 <br />0 <br />O <br />20' <br />21.42')sll I <br />' 1 I <br />0 0 � <br />O <br />cv <br />C°I <br />W <br />� I <br />0 0 <br />1/2- I. P. W/2'" SQUARE CAP O I <br />DOWN 0.4' [MCSR 21431 �� o <br />N890 52'58-E 0.98' OF R/W o <br />(N 90000'00" W 115.46')S1 <br />o ADJUSTED LINE <br />N 90000'00" W 183.46 <br />0 <br />co <br />L6 <br />2.00' E. OF R/W <br />tK <br />QP <br />N <br />SET 2.00' W. OF R/W,"' <br />(TO AVOID UTILITIES) <br />ORIGINAL <br />LINE <br />(N 90000'00" E 115.46 ' )S1 <br />NEW DEED: 141L 4 S3S / PA&I vol nnCV, <br />21,262 SQ. FT. <br />18,837 NET <br />SHED <br />(72.65' )CALCULATED S1 <br />(S 87028'230t W)S1 <br />co <br />cv <br />Lo <br />ff <br />0 <br />0 <br />0 <br />0 <br />MONUMENT <br />BEARS 0. 11' E. <br />HELD LINE <br />N 90000'00" E 110.88')S1 <br />20' <br />37.79' )S1 MONUMENT BEARS TMONUMENT BEARS (20.93')S1 <br />( N20 31'37"E 0. 18' S840 23'30"W 0.52' <br />(NOT SHOWN ON S2) 20' 20' <br />clq <br />� o <br />W� o�W <br />L14 <br />�o <br />O4R <br />Wol � <br />C� O <br />W <br />�RECEIVED 05/14/2021 BY MARION COUNTY SURVEYOR. >1 <br />APPROVED FOR FILING ON <br />09/14/2021. <br />3"" BRASS DISK IN <br />18"" CONCRETE FOOTING <br />UP 0.2' [UNKNOWN] <br />MCSR 39433 <br />LEGEND. <br />• FOUND MONUMENT AS NOTED <br />♦ FOUND 5/8'" I. R. W/YPC STAMPED <br />"TOWNSHIP SURVEYS"' [S2] OR UNKNOWN <br />0 FOUND 5/8" X 30"" IRON ROD W/YPC STAMPED <br />"MILLER LAND SURVEYING- [S1] <br />FOUND 1-1/8" COPPER DISK STAMPED <br />"MILLER LS79372" [S1] <br />❑ 5/8"" X 30"" IRON ROD W/YPC STAMPED <br />"MILLER LAND SURVEYING- SET 3/26/21 <br />I . P. IRON PIPE <br />I . R. IRON ROD <br />M MEASURED <br />( ) RECORD DATA AS NOTED <br />[ ] ORIGIN OF MONUMENT <br />YPC YELLOW PLASTIC CAP <br />R/W RIGHT-OF-WAY <br />MCSR MARION COUNTY SURVEY RECORDS <br />MCDR MARION COUNTY DEED RECORDS <br />S1 MCSR 39024 <br />S2 MCSR 38422 <br />NARRATIVE: <br />MCSR 39433 <br />RECORD OF SURVEY FOR <br />PROPERTY LINE ADJUSTMENT <br />PROPERTY LINE ADJUSTMENT CASE #20-039 <br />IN THE SE 114 OF SECTION 11, <br />T. 4 S., R. 1 Ks KM. <br />MARION COUNTY, OREGON <br />[ARCH 269 2021 <br />SCALE. 1" = 20 <br />THE PURPOSE OF MCSR 39024 (S1) WAS TO LOCATE THE BOUNDARIES OF THOSE TRACTS OF <br />LAND DESCRIBED IN REEL 3371 -PAGE 52, REEL 2968 -PAGE 88 AND 3851 -PAGE 472, MARION <br />COUNTY DEED RECORDS FOR A PROPERTY LINE ADJUSTMENT. THE CONVEYANCE FROM BUCK ET. <br />AL. TO READ WAS RECORDED IN REEL 4149 -PAGE 114, MCDR AND MONUMENTED ACCORDINGLY. <br />A DEED OF CORRECTION WAS RECORDED IN REEL 4185 -PAGE 188, MCDR TO INCLUDE THE <br />RESULTANT LEGAL DESCRIPTIONS FOR BOTH PROPERTIES. THE BOUNDARIES OF THE READ <br />PROPERTY ARE SHOWN HEREON AS RETRACED AND/OR ADJUSTED PER MCSR 39024. <br />SEEI.EY <br />THE TVETEN PROPERTY WAS SOLD TO ff_-* AFTERWARD AS DESCRIBED IN REEL 4317 -PAGE 462, <br />MCDR. THIS SURVEY IS TO MONUMENT AN ADJUSTMENT BETWEEN THE fw READWROPERTIES AS <br />APPROVED BY THE COUNTY IN PROPERTY LINE ADJUSTMENT CASE #20-039. ^M 'SEELEY <br />THE BASIS OF BEARINGS IS ALONG THE WEST LINE OF THE READ PROPERTY: N00° 00'00"W <br />AS MONUMENTED/ADJUSTED IN MCSR 39024. <br />NEW MONUMENTS WERE ESTABLISHED ACCORDINGLY. <br />REGISTERED <br />PR❑FESSI❑NAL <br />LAND SURVEYOR <br />OREGON <br />DECEMBER 6, 2013 <br />ANDREW MICHAEL MILLER <br />79372 <br />RENEWS: DECEMBER 31, 2022 <br />MILLER LAND SURVEYING <br />(541) 410-2739 <br />M P.O. BOX 474 <br />� WILSONVILLE, OR. 97070 <br />LI.7 MLSOREGON@GMAIL.COM <br />OREGONLANDSURVEYOR. COM <br />(21.26 ' )S1 <br />w <br />O <br />co <br />I o <br />� <br />o <br />O <br />. <br />o0 <br />20' <br />37.79' )S1 MONUMENT BEARS TMONUMENT BEARS (20.93')S1 <br />( N20 31'37"E 0. 18' S840 23'30"W 0.52' <br />(NOT SHOWN ON S2) 20' 20' <br />clq <br />� o <br />W� o�W <br />L14 <br />�o <br />O4R <br />Wol � <br />C� O <br />W <br />�RECEIVED 05/14/2021 BY MARION COUNTY SURVEYOR. >1 <br />APPROVED FOR FILING ON <br />09/14/2021. <br />3"" BRASS DISK IN <br />18"" CONCRETE FOOTING <br />UP 0.2' [UNKNOWN] <br />MCSR 39433 <br />LEGEND. <br />• FOUND MONUMENT AS NOTED <br />♦ FOUND 5/8'" I. R. W/YPC STAMPED <br />"TOWNSHIP SURVEYS"' [S2] OR UNKNOWN <br />0 FOUND 5/8" X 30"" IRON ROD W/YPC STAMPED <br />"MILLER LAND SURVEYING- [S1] <br />FOUND 1-1/8" COPPER DISK STAMPED <br />"MILLER LS79372" [S1] <br />❑ 5/8"" X 30"" IRON ROD W/YPC STAMPED <br />"MILLER LAND SURVEYING- SET 3/26/21 <br />I . P. IRON PIPE <br />I . R. IRON ROD <br />M MEASURED <br />( ) RECORD DATA AS NOTED <br />[ ] ORIGIN OF MONUMENT <br />YPC YELLOW PLASTIC CAP <br />R/W RIGHT-OF-WAY <br />MCSR MARION COUNTY SURVEY RECORDS <br />MCDR MARION COUNTY DEED RECORDS <br />S1 MCSR 39024 <br />S2 MCSR 38422 <br />NARRATIVE: <br />MCSR 39433 <br />RECORD OF SURVEY FOR <br />PROPERTY LINE ADJUSTMENT <br />PROPERTY LINE ADJUSTMENT CASE #20-039 <br />IN THE SE 114 OF SECTION 11, <br />T. 4 S., R. 1 Ks KM. <br />MARION COUNTY, OREGON <br />[ARCH 269 2021 <br />SCALE. 1" = 20 <br />THE PURPOSE OF MCSR 39024 (S1) WAS TO LOCATE THE BOUNDARIES OF THOSE TRACTS OF <br />LAND DESCRIBED IN REEL 3371 -PAGE 52, REEL 2968 -PAGE 88 AND 3851 -PAGE 472, MARION <br />COUNTY DEED RECORDS FOR A PROPERTY LINE ADJUSTMENT. THE CONVEYANCE FROM BUCK ET. <br />AL. TO READ WAS RECORDED IN REEL 4149 -PAGE 114, MCDR AND MONUMENTED ACCORDINGLY. <br />A DEED OF CORRECTION WAS RECORDED IN REEL 4185 -PAGE 188, MCDR TO INCLUDE THE <br />RESULTANT LEGAL DESCRIPTIONS FOR BOTH PROPERTIES. THE BOUNDARIES OF THE READ <br />PROPERTY ARE SHOWN HEREON AS RETRACED AND/OR ADJUSTED PER MCSR 39024. <br />SEEI.EY <br />THE TVETEN PROPERTY WAS SOLD TO ff_-* AFTERWARD AS DESCRIBED IN REEL 4317 -PAGE 462, <br />MCDR. THIS SURVEY IS TO MONUMENT AN ADJUSTMENT BETWEEN THE fw READWROPERTIES AS <br />APPROVED BY THE COUNTY IN PROPERTY LINE ADJUSTMENT CASE #20-039. ^M 'SEELEY <br />THE BASIS OF BEARINGS IS ALONG THE WEST LINE OF THE READ PROPERTY: N00° 00'00"W <br />AS MONUMENTED/ADJUSTED IN MCSR 39024. <br />NEW MONUMENTS WERE ESTABLISHED ACCORDINGLY. <br />REGISTERED <br />PR❑FESSI❑NAL <br />LAND SURVEYOR <br />OREGON <br />DECEMBER 6, 2013 <br />ANDREW MICHAEL MILLER <br />79372 <br />RENEWS: DECEMBER 31, 2022 <br />MILLER LAND SURVEYING <br />(541) 410-2739 <br />M P.O. BOX 474 <br />� WILSONVILLE, OR. 97070 <br />LI.7 MLSOREGON@GMAIL.COM <br />OREGONLANDSURVEYOR. COM <br />