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B.O.T.P. BOOK OF TOWN PLATS CALC. CALCULATED CH. CHAINS [1 CH.=66.00'1 I.B. IRON BAR I.P. IRON PIPE 1. R. IRON ROD M MEASURED COURSE MCDR MARION COUNTY DEED RECORD MCSR MARION COUNTY SURVEY RECORD N -E NORTHING-EASTING P. PAGE so GRAPHIC SCALE 50 ( IN FEET ) SE COR. LOT 10, BLOCK 2 S03-026 SCHWADERS ADDITION TO WOODBURN R. REEL RM RECORD & MEASURED R.O.W. RIGHT-OF-WAY SXX-XXX SUBDIVISION NUMBER, VOLUME & PAGE, B.O.T.P. STA STATION YPC YELLOW PLASTIC CAP (S59'27'E)6 12.79 CH.=184.14'16 S58'25'21 "E 184.12' 557'55'07"E 22.69' / S59'27'E 6 10.35 CH.=23.1' M N N II x U R. 34815 (560'52'38"E)2 1885.54'12 34857 MCSR O MCSR m MCSR N O7> 37188 S60'45'E 1 0.35 CH.=23.1'/6 S60'28'12"E 24.1 V— — R. 4302, P. 222 SEE NOTE 2 (S60'45'E)6 13.865 CH.=255.09'(5 N59'08'10"W 218.57' RECORD OF SURVEY IN THE NW 1/4 & SW 1/4 OF SECTION 17, TOWNSHIP 5 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, CITY OF WOODBURN, MARION COUNTY, OREGON AUGUST 6, 2021 NARRATIVE: R. 3329, P. 186 (S60'30'E)4 0 00.V) rm N N N N W N 00 r p N z z z N YOUNG STREET R. 4274, P. 282 S58'34'18"E 284.73' (S60'30'E)4 1.42 ACRES 159.98' V S59 -02-33"E11 O5 < ^ (N60'45'W)B 1160.00'}8 NOTE 1 UNION PACIFIC RAILROAD 03" 0o 559'02'50"E ( S60.45 -E 1 33.79' 33.75' 15 a 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LAZER SITE 54550LS" ):( CALC POINT BY N -E COORDINATES MCSR 39477 MCSR 34815 (560'52'38"E)2 1885.54'12 34857 MCSR 7680 MCSR _S59'08'10"E 885.56' MCSR 8446 O7> 37188 CLEVELAND STREET © 30 LEGEND: FOUND MONUMENTIN GOOD 1 CALC. FROM RECORD SURVEY CONDITION UNLESS OTHERWISE NOTED MCSR 38953 NOTES' 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LAZER SITE 54550LS" ):( CALC POINT BY N -E COORDINATES MCSR 39477 MCSR 34815 MCSR 34857 MCSR 7680 MCSR 11508 MCSR 8446 MCSR 37188 MCSR 18045 MCSR 39477 STA 787 5.0 16 THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE TRACT OF LAND AS SHOWN HEREON. THE BASIS OF BEARINGS WAS DERIVED BY USING CALCULATED POINT NUMBERS 16 AND 17 FROM MCSR 38953 FOR THE CENTERLINE OF HIGHWAY 99E, AND ESTABLISHING A BEARING OF N33'59'41"E. o THE EAST LINE WAS DERIVED BY OFFSETTING THE HIGHWAY 99E CENTERLINE 40.00 FEET WESTERLY TO CREATE THE WEST RIGHT-OF-WAY LINE OF HIGHWAY (40,)1 I 99E. THE OFFSET WAS CHECKED BY A PERPENDICULAR (40')1 MEASUREMENT OF HELD MONUMENT NUMBERS 24 AND I i 25. THE SOUTH LINE WAS DERIVED BY HOLDING MONUMENT NUMBERS 1 AND 15 TO CREATE THE CENTERLINE OF CLEVELAND STREET. CLEVELAND (39.84')? STREET CENTERLINE WAS OFFSET 20 FEET NORTHERLY TO CREATE THE NORTH RIGHT-OF-WAY LINE, AND 25 40.00')1 RM 22 THEN SAID NORTH RIGHT-OF-WAY LINE WAS OFFSET RM I 60 FEET FOR THE UNION PACIFIC RAILROAD RIGHT-OF-WAY, AND THUS CREATING THE BEARING 3 i FOR THE SOUTH PROPERTY LINE. OFFSETTING THE CLEVELAND STREET CENTERLINE 25 FEET TO THE a m I SOUTH FITS WELL WITH THE LOCATED MONUMENT n o NUMBERS 30 AND 6. THE WEST LINE WAS DERIVED BY HOLDING N I MONUMENT NUMBERS 4 AND 10, AND USING A v� LLJ RECORD -RECORD DISTANCE MEASUREMENT WEST AND o I SOUTH RESPECTIVELY, TO ESTABLISH THE NORTHWEST m CORNER OF THE PROPERTY. HOLDING MONUMENT = Lo NUMBER 11, A RECORD DISTANCE WAS MEASURED 3 N ALONG THE PREVIOUSLY ESTABLISHED SOUTH LINE TO Q S CREATE THE SOUTHWEST CORNER OF THE PROPERTY. o m -1 = A LINE WAS DRAWN BETWEEN THE SOUTHWEST AND W LL1 NORTHWEST CORNERS TO ESTABLISH THE WEST N O ^I PROPERTY LINE. ONCE THE SOUTHWEST CORNER WAS N n< ESTABLISHED, THE SOUTH LINE DISTANCE WAS M o Dj h ' � DEFINED. N ro m "1 I �O;' THE NORTH LINE WAS DERIVED BY HOLDING THE ` (40.00')1 '(ONORTHWEST CORNER AND MONUMENT NUMBER 4, THEN EXTENDING A LINE TO THE WEST RIGHT-OF-WAY LINE 3 RM 21 �S�V'��'� OF HIGHWAY 99E. I E EQUIPMENT USED FOR THIS SURVEY WAS A TRIMBLE 5600 ROBOTIC TOTAL STATION. FIELD WORK FOR THIS SURVEY WAS DONE DURING THE MONTHS OF N (9.32')3 JANUARY 2021. NEW MONUMENTS WERE SET ON AUGUST 6, 2021. (40')1 I`` (40')1 1 ( I STA 782+00 00 PI 559'08'10"E H N _-fir 57.2 1 1 N w I (40')1 N33'59'41 "E 30.12' (40')1 1. MONUMENT NUMBERS 5, 11 AND 13 ARE SOUTHWEST OF THE THE CALCULATED NORTH RAILROAD R.O.W. LINE (SEE MONUMENT LIST). 2. DISTANCE SHOWN ON MCSR 8446 IS IN ERROR.