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MCSR 39708 <br />O <br />MARION COUNTY <br />T9S <br />R2W R3W <br />S13 S18 <br />S24 S19 <br />1998 <br />SURVEYOR <br />,_------------------------ <br />HELD: <br />FOUND 3 1/4"ALUMINUM CAP <br />FLUSH WITH GROUND <br />REFER TO MCRS No. 35039 <br />RECORD OF SURVEY <br />FOR MICHELLE USSELMAN <br />IN THE NW QUARTER OF SECTION 19, <br />T9S, R2 W, OF THE WILLAMETTE MERIDIAN, <br />MARION COUNTY OREGON , AUGUST 25TH, 2022 <br />-------------------BASIS OFBEARING ---------------------------- <br />N 90000'00" E 3018.74' (3018.78) R1 <br />HELD: <br />3" DIAMETER BRASS DISC <br />IN MONUMENT BOX <br />REFER TO MCRS No. 3598 <br />fN 90000'00" E 989.967 N <br />89°02'50" W 990.00) R2 _ _ N 90-00'00" E 627.02' SUMMIT LOOP ROAD (N 90 - {1401.7 <br />ST15/990.00) D9 (9.5 CHS. /627.00'EAST) D1 COUNTY ROAD NO. 919 to 0000 E 1401.75] - R1 <br />- - <br />FD. 5/8" IR HELD FOR FASTING <br />S 0°03'21" W 13.66' [N0'00'45"W 3.597 (BATES, MCSR 23416) (S 89°5947" W 627.027 O <br />{S 0°55'54" W 13.607 R2 , - '�-�_x, <br />HALEY <br />REEL 2067, PAGE 417 <br />AS PER MCSR No. 36411 <br />4.6 <br />FD. 5/8" IR W/YPC DOWN .2' <br />x "AZIMUTH SURVEYING" (R2) <br />X <br />x 3.8' <br />1 <br />X <br />3.1 ' <br />2.1' <br />1.4' <br />FD. 5/8" IR W/YPC UP .25' <br />"AZIMUTH SURVEYING" (R2) <br />co <br />o v) <br />cn o <br />0. O' EAST <br />o <br />124.3' NORTH <br />+ <br />= <br />• <br />N <br />m <br />18.6' EAST <br />n -- <br />102.4' NORTH <br />44, <br />31.6' EAST <br />:70 <br />82.6' NORTH <br />• 38.7' EAST <br />% <br />1 6' +58.2' NORTH <br />(1.6') R2 : <br />_ <br />ct <br />+36.8, EAST <br />=1 <br />35.9 NORTH <br />c6 <br />'0 <br />v- <br />( <br />+ 23.5' EAST <br />+• <br />" 21.8' NORTH <br />HELD FOR FASTING <br />FD. 5/8" IR UP .15' W/YPC - <br />"GILBERT PLS 60121 " (R 1) <br />19.96' SOUTH OF SECTION LINE <br />NARRATIVE: <br />THE PURPOSE OF THIS SURVEY WAS TO LOCATE EXISTING CORNERS ESTABLISHED IN MARION COUNTY SURVEY <br />RECORDS No. 36411,38302 & MARION COUNTY DEED DOCUMENT REEL 4334 PAGE157 FOR FENCE CONSTRUCTION AND <br />DRIVEWAY RELOCATION. AN ENCROACHMENT THAT WAS DISCLOSED ON SURVEY No. 36411 WAS CONFIRMED ALONG <br />WITH A LAWN AREA & WIRE FENCE ENCROACHMENT THAT IS SHOWN ON THIS SURVEY. THE WEST LINE WAS <br />DETERMINED BY HOLDING THE FOUND MONUMENT AT THE SOUTHWEST CORNER OF THE USSELMAN TRACT SET IN <br />SURVEY No.36411 AND PROJECTING A LINE THROUGH THE BATES MONUMENT AT THE NORTHWEST CORNER TO THE <br />SECTION LINE. THE SOUTH LINE WAS DETERMINED BY HOLDING THE SOUTHWEST CORNER OF THE USSELMAN TRACT <br />FROM SURVEY No.36411 AND THE FOUND MONUMENT OF SAID USSELMAN TRACT AT THE SOUTHEAST CORNER SET IN <br />SURVEY No. 38302. THE EAST LINE WAS DETERMINED BY HOLDING SAID FOUND MONUMENT AT THE SOUTHEAST <br />CORNER AND PROJECTING THROUGH THE FOUND MONUMENT AT THE NORTHEAST CORNER OF SAID USSELMAN. <br />TRACT SET IN SURVEY No. 38302 TO THE THE NORTH SECTION LINE OF THE NORTHWEST QUARTER OF SECTION 19. <br />THE NORTH LINE WAS DETERMINED BY THE PROJECTED POSITIONS FROM THE EAST AND WEST LINES TO THE NORTH <br />LINE OF THE NORTHWEST QUARTER OF SECTION 19 AS PER SAID DEED DOCUMENT. <br />LAWN ENCROACHMENT AREA - <br />3, 032 SQ. FT. +/- <br />HELD <br />FD. 5/8" IR W/YPC DOWN .3' <br />"AZIMUTH SURVEYING" (R2) <br />USSELMAN <br />REEL 4334, PAGE 157 <br />N 89 °59'14" W 626.82' <br />9' <br />­1 <br />o� <br />00 <br />00 <br />0 <br />ni <br />m02 <br />Cn <br />v, <br />ow <br />03 <br />�w <br />J <br />HELD <br />FD. 5/8" IR UP .2' W/YPC - <br />"GILBERT PLS 60121" (R1) <br />I I � <br />o <br />cli <br />cv I----X------ <br />I I FD. <br />IR <br />I <br />I I CHS. <br />I I <br />I MCSR <br />I I <br />i <br />0 <br />\ \ = REFE <br />i \ R1 - M <br />c \ R2-M <br />;\ \ R3-M <br />\ \ R4-M <br />D1- M <br />R <br />o \ \ <br />I \ \ <br />I \ \ <br />I \ \ <br />I � <br />I <br />--t--{84.407R1---� <br />i <br />1 <br />~� I <br />o �R <br />w <br />w <br />0 <br />0 <br />LEGEND <br />MARION COUNTY <br />T9S R2W <br />S18 <br />S19 <br />1 /4 COR <br />977 <br />FOUND MONUMENT FLUSH <br />UNLESS OTHERWISE NOTED <br />CALCULATED POINT <br />NORTHWEST CORNER OF SECTION 19 <br />NORTH QUARTER CORNER OF SECTION 19 <br />EXISTING WOVEN WIRE FENCE <br />EDGE OF LAWN <br />FOUND <br />IRON ROD <br />CHAINS <br />MARION COUNTY SURVEY RECORD <br />RECORD DATA <br />CALCULATED DATA THIS SURVEY <br />CALCULATED DATA PER RECORD <br />RENCE DATA: <br />A <br />CSR No. 38302, GILBERT 311512014 <br />'-`SR No. 36411, HEPLER 10/1512003 <br />CSR No. 35039, RIGGINS 9111198 <br />,SR No. 3598, WILLIAMS 121511977 <br />RION COUNTY DEED DOCUMENT - <br />EEL 4334, PAGE 157. <br />BREVER <br />REEL 2051, PAGE 300 <br />AS PER MCRS No. 38302 <br />DRIVEWAY ENCROACHMENT <br />AS PER MCSR 38302 <br />TO BE RELOCATED. <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />SSOREGON <br />ItERRITT WISE <br />JULY 9, 2001 <br />50713 <br />EXPIRES: 6-30-2024 <br />MCSR 39708 <br />HP ARCHIVAL INK PRINTED ON <br />HP 5MIL MATTE POLYESTER FILM <br />