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M.CSR 39464 RECORD OF SURVEY SITUATED IN THE 5E 114 OF SECTION 18, TOWNSHIP G 50UTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, MARION COUNTY, OREGON JULY 27, 202 1 NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND MONUMENT THE BOUNDARY OF THE LAND DESCRIBED IN THE DEED RECORDED IN THE MARION COUNTY DEED RECORDS AT REEL 423 1 , PAGE 05 (HEREINAFTER REFERRED TO AS THE "SUBJECT PROPERTY"). THE BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON STATE PLANE COORDINATE SYSTEM, OREGON NORTH, ZONE 3601 , NORTH AMERICAN DATUM 1983(20 1 1) EPOCH 2010. A MEASURED BEARING OF SOUTH 01 ° 03' 49" WEST WAS HELD BETWEEN POINT NO. 54 AND POINT NO. 57. THE SAID BEARING WAS DETERMINED BY GEODETIC QUALITY GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) OBSERVATION ON JUNE 18, 202 1 . TO RE-ESTABLISH THE SOUTHERLY RIGHT-OF-WAY OF BROOKLAKE ROAD (COUNTY ROAD 609) IN THE AREA OF THE SUBJECT PROPERTY, I DREW A CIRCLE WITH A RADIUS OF 35 -FEET AND HELD POINT NO. 5G AS THE CENTER OF SAID CIRCLE. I THEN DREW A LINE FROM POINT NO. 51 TANGENT TO SAID 35 -FOOT RADIUS CIRCLE AND EXTENDED IT EASTERLY BEYOND THE LIMITS OF THE SUBJECT PROPERTY. TH15 LINE WAS HELD AS THE CENTER OF THE RIGHT-OF-WAY OF BROOKLAKE ROAD. I THEN OFFSET SAID CENTERLINE TO THE SOUTH 35 -FEET AND HELD IT AS THE SOUTHERLY RIGHT-OF-WAY OF BROOKLAKE ROAD. THE RECORD DISTANCE OF 284.67 -FEET FROM POINT NO. 5G AS INDICATED IN PARTITION PLAT 1997- 100, WAS HELD TO RE-ESTABLISH THE WESTERLY ANGLE POINT OF SAID SOUTHERLY RIGHT-OF-WAY. THE RECORD ANGLES AND DISTANCES AS INDICATED ON SAID PARTITION PLAT WERE HELD TO RE-ESTABLISH THE NORTHERLY LINE OF THE SUBJECT PROPERTY. THE ANGLE POINTS OF SAID RIGHT-OF-WAY WERE MONUMENTED AS SHOW HEREON. TO RE-ESTABLISH THE EAST LINE OF THE SUBJECT PROPERTY, I OFFSET THE LINE DRAWN BETWEEN POINT NOS. 54 AND 57 EAST THROUGH POINT NO. G 1. THIS LINE WAS THEN TRIMMED AT THE NORTHERLY RIGHT-OF-WAY AS RE-ESTABLISHED ABOVE. THE INTERSECTION OF THIS LINE WITH THE SOUTHERLY RIGHT-OF-WAY OF BROOKLAKE ROAD WAS MONUMENTED AS SHOWN HEREON. TO RE-ESTABLISH THE WEST LINE OF THE SUBJECT PROPERTY, I OFFSET THE LINE DRAWN BETWEEN POINT NOS. 54 AND 57 EAST THE RECORD ACCESS AND UTILITY EASEMENT WIDTH OF GO -FEET. THIS LINE FELL APPROXIMATELY 0. 1 -FEET WEST OF THE FOUND MONUMENTS LABELED AS POINT NOS. 53 AND G2. I ALSO OFFSET THE EAST LINE OF THE SUBJECT PROPERTY, AS RE-ESTABLISHED ABOVE, THE RECORD DISTANCE OF 224.00 -FEET AS SHOWN ON PARTITION PLAT 1997- 100 TO THE WEST. THIS LINE WAS FOUND TO BE COINCIDENT WITH SAID LINE OFFSET GO -FEET FROM POINT NOS. 54 AND 57. AS A RESULT OF THE AGREEMENT OF MEASUREMENTS FROM THE EAST AND WEST, AND THE CONDITION OF THE MONUMENT AT POINT NO. G2. THE WEST LINE OF THE SUBJECT PROPERTY WAS MONUMENTED AS SHOWN HEREON. THE SOUTH LINE OF THE SUBJECT PROPERTY WAS RE-ESTABLISHED BY HOLDING THE MONUMENT AT POINT NO. G I AND OFFSETING A LINE PARALLEL WITH THE CENTERLINE THROUGH SAID MONUMENT. SAID LINE WAS TRIMMED AT THE EAST LINE OF THE SUBJECT PROPERTY AS RESOLVED ABOVE, AND AT THE WEST END WHERE IT INTERSECTED WITH THE EAST SIDE OF THE GO -FOOT WIDE ACCESS AND UTILITY EASEMENT. THE RIGHT-OF-WAY RETURN WAS RE-ESTABLISHED BY HOLDING THE RECORD RIGHT-OF-WAY RADIUS FROM MSCR 35937 AND FILLETING A CURVE BETWEEN THE WEST AND NORTH LINES OF THE SUBJECT PROPERTY. MONUMENTS AS SHOWN HEREON WERE SET AT THE ENDS OF THE RETURN. MONUMENT TABLE POINT NO. DESCRIPTION RECORD COMMENTS 51 FOUND 3" BRASS D15K, SEE DETAIL "A" MC5K 12 1 G5 IN MON BOX, M1551NG THE LID 52 FOUND 5/8" IRON ROD MC5K 35937 DOWN 0.3 FEET 53 FOUND 5/8" IRON ROD WITH YPC, UNLEDGIBLE MC5R 35937 DOWN 1 .5 FEET 54 FOUND 5/8" IRON ROD WITH YPC MARKED "B.E.I L5 1 132" PARTITION PLAT NUMBER 2002-091 FLUSH 55 FOUND 5/8" IRON ROD PARTITION PLAT NUMBER 2002-09 1 FLUSH 5G FOUND 5/8" IRON ROD PARTITION PLAT NUMBER 97-100 FLUSH 57 FOUND 5/8" IRON ROD WITH YPC MARKED " B.E.I. L5 1 132" PARTITION PLAT NUMBER 2002-09 1 FLUSH 58 FOUND 5/8" IRON ROD WITH YPC MARKED "B.E.I. L5 1 132" PARTITION PLAT NUMBER 2002-091 FLUSH 59 FOUND 5/8" IRON ROD WITH YPC MARKED "PLS 2G 13" MC5K 35019 DOWN 0.9 FEET GO FOUND 5/8" IRON ROD WITH YPC, UNLEDGIBLE MC5R 35019 DOWN 0.3 FEET G I FOUND 5/8" IRON ROD WITH YPC MARKED "RIVER5IDE ENG" PARTITION PLAT 97- 100 DOWN 1.8 FEET UNDER A5PHALT, COVERED WITH SPOILS FROM HOLE TOPPED WITH 4" OF GROUT G2 FOUND 5/8" IRON ROD WITH YPC MARKED "RIVERSIDE ENG", BENT NORTHEASTERLY, TIED BEND PARTITION PLAT 97- 100 DOWN 1.2 FEET UNDER ASPHALT, COVERED WITH SPOILS FROM HOLE TOPPED WITH 4" OF GROUT G3 FOUND 5/8" IRON ROD WITH YPC MARKED "B.E.I. L5 1 132" PARTITION PLAT 2002-091 DOWN 0.5 FEET G4 FOUND 5/8"IRON ROD, BADLY BENT NORTHEASTERLY, TIED BEND PARTITION PLAT 97- 100 DOWN I FOOT G5 FOUND 5/8" IRON ROD, UNLEDGIBLE PARTITION PLAT 97- 100 IN FLOWLINE OF GUTTERPAN GG FOUND 5/8" IRON ROD WITH YPC MARKED "B.E.I. L5 1 132" PARTITION PLAT 2002-09 1 DOWN 0.5 FEET G7 FOUND 5/8" IRON ROD, BADLY BENT 50UTHEA5TERLY, TIED BEND PARTITION PLAT 97-100 DOWN 0.8 FEET CURVE TABLE CURVE # LENGTH (LENGTH) RADIU5 (RADIUS) DELTA (DELTA) CHORD (CHORD) D15TANCE (DISTANCE) RECORD REGISTERED C I 59.33' R * M 38.00' R * M 8902738" (890 274 1 ") N43040'00"W ( N450 1 3' 5 1 "W) 53.49' PROFESSIONAL R� M R4 CIVIL ENGINEERS C2 GO.05' R * M 38.00' R * M 90032'22" (90-32' 19") 54G°20'00"W (54404G' 10"W) 53.99' R M R2,RG LAND SURVEYOR LAND S U RV EYO R5 PROJECT MANAGERS C3 153.94' R * M 98.00, K * M 90000'00" R * M 5430501 1 "E ( N450 30'00"W) 138-59' R * M K4 °�� 7I Ll P LA N N E R5 C4 59.G9' R *- M 38.00' R * M 90000'00" R * M 5430501 1 "E ( N450 30'00"W) 53.74' R *- M R I OREGON MAY 15, 2012 PROJECT DELIVERY GROUP, LLC C5 59.G9' R * M 38.00' R * M 90000'00" K * M N4G°03'49"E ( 544° 30'00"W) 53.74' K *- M R I KEITH WHISENHUNT 200 HAWTHORNE AVE SUITE A- 100 62679 SALEM, OR 97301 EXPIRES: JUNE 30, 2022 503-3G4-4004 PROJECT NO. 20047 SHEET 2 OF 2 MCSR 39464