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RECORD OF SURVEY <br />FOR A PROPERTY LINE ADJUSTMENT BETWEEN TWO TRACTS OF LAND <br />SITUATED IN THE NORTHWEST AND SOUTHWEST QUARTER OF SECTION 36 AND THE SOUTHEAST QUARTER OF SECTION 35, <br />TOWNSHIP 8 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, <br />INTERSTATE 5 DETAIL COUNTY OF MARION, STATE OF OREGON. <br />DETAIL SCALE 1 " = 60" <br />SCALE: 1" = 60' /vs9�4s, <br />\38 „ <br />0' 60' 120' 180' iso. 00,�w <br />, <br />�o <br />V"� h NS�q O <br />8,�- p0 00 v (IV <br />. <br />iso � <br />00 <br />N <br />ZT4 <br />/ <br />' s 00 / <br />10 <br />S 67'35' 15" E / <br />40.00 <br />` o / (S 6742" E / <br />40.00' D2) <br />INTERSTATE HIGHWAY 5 <br />RIGHT-OF-WAY LINE PER <br />DESCRIPTION OF PARCEL II OF D2 <br />MCSR 39273 <br />SOUTHWEST CORNER EXCHANGE AREA DETAIL <br />DETAIL SCALE 1 " - 20" <br />IF <br />b� <br />E 41.95' <br />(Ll <br />S 53-16' E <br />42' Dl) <br />L12 <br />S 78'21'59" <br />DEED REEL 1594 <br />L 12 <br />S 78' 16' E <br />98.8' D 1 <br />PAGE 298 <br />h <br />C3 1117.26 <br />/ <br />0'57'23" <br />4" <br />117.26' <br />II <br />�n <br />N <br />O <br />Q <br />N 0-) <br />_ <br />N <br />_ <br />PROPERTY 1 (D4) <br />\ <br />goo// DEED <br />REEL 1506 PAGE 253 <br />� <br />\ <br />PARCEL I (D2), <br />0000 <br />O <br />/ <br />UNSURVEYED <br />� <br />w <br />(.0 <br />C0 <br />O <br />(, <br />0 <br />/ <br />n/ / <br />ST <br />,�' X34 <br />Ld <br />N <br />xsp00 <br />/ <br />4"710 <br />0 <br />0 <br />1^ <br />of <br />00 <br />w <br />z <br />O <br />� <br />w <br />w <br />VL <br />0 <br />cy- <br />/ <br />A" <br />' ►doth. �r <br />r— <br />w <br />s <br />U <br />� <br />7�p\S9'• <br />w <br />W <br />. pp,\F <br />cf) <br />N 89'21 ' 15" W 370.70' (N <br />89'42' W 370.70' D2) <br />MCSR 39273 <br />SOUTHWEST CORNER EXCHANGE AREA DETAIL <br />DETAIL SCALE 1 " - 20" <br />LEGEND <br />• = DENOTES FOUND MONUMENT AS NOTED. <br />O = DENOTES A 5/8" X 30" IRON ROD WITH YELLOW PLASTIC <br />CAP MARKED, "S.W.L.S. INC. 503-665-7777", <br />EXCHANGE AREA (D3) SET ON MARCH 23, 2021 <br />DEED REEL 4025 IB = IRON BAR <br />PAGE 368 (DI) IP = IRON PIPE <br />SCALE: 1" = 20' MCSR = SURVEY NUMBER, MARION COUNTY SURVEY RECORDS <br />W/YPC = WITH YELLOW PLASTIC CAP <br />0' 20' 40' 60' <br />"6d%M ( ) = RECORD INFORMATION AS REFERENCED <br />N - \ <br />00 \ <br />°' 06 \ <br />POB (D1) <br />N \ <br />c <br />L� <br />N 00'26'02" W 0.74' <br />FROM MONUMENT <br />TO EASEMENT LINE E \ <br />11.95' BETWEEN <br />EASEMENT LINES <br />_ <br />_ <br />_ <br />30' WIDE ACCESS/UTILITY EA. <br />REEL 4025 PAGE 368 (D1) <br />LINE TABLE <br />PARCEL III <br />DEED REEL 2531 <br />PAGE 320 <br />LINE I BEARING DISTANCE <br />IF <br />S 53'21'59" <br />E 41.95' <br />(Ll <br />S 53-16' E <br />42' Dl) <br />L12 <br />S 78'21'59" <br />DEED REEL 1594 <br />L 12 <br />S 78' 16' E <br />98.8' D 1 <br />PAGE 298 <br />146.84' <br />C3 1117.26 <br />7025.49' <br />0'57'23" <br />cn <br />117.26' <br />II <br />�n <br />N <br />O <br />Q <br />N 0-) <br />_ <br />N <br />_ <br />cn <br />t0 <br />\ <br />Ln <br />O <br />o <br />� <br />\ <br />o <br />c0 <br />0000 <br />O <br />\ <br />\ <br />� <br />w <br />(.0 <br />C0 <br />O <br />O <br />0 <br />00 <br />CD <br />w <br />Ld <br />N <br />0.62' BETWEEN <br />0O <br />EASEMENT LINES <br />0 <br />1^ <br />LEGEND <br />• = DENOTES FOUND MONUMENT AS NOTED. <br />O = DENOTES A 5/8" X 30" IRON ROD WITH YELLOW PLASTIC <br />CAP MARKED, "S.W.L.S. INC. 503-665-7777", <br />EXCHANGE AREA (D3) SET ON MARCH 23, 2021 <br />DEED REEL 4025 IB = IRON BAR <br />PAGE 368 (DI) IP = IRON PIPE <br />SCALE: 1" = 20' MCSR = SURVEY NUMBER, MARION COUNTY SURVEY RECORDS <br />W/YPC = WITH YELLOW PLASTIC CAP <br />0' 20' 40' 60' <br />"6d%M ( ) = RECORD INFORMATION AS REFERENCED <br />N - \ <br />00 \ <br />°' 06 \ <br />POB (D1) <br />N \ <br />c <br />L� <br />N 00'26'02" W 0.74' <br />FROM MONUMENT <br />TO EASEMENT LINE E \ <br />11.95' BETWEEN <br />EASEMENT LINES <br />_ <br />_ <br />_ <br />30' WIDE ACCESS/UTILITY EA. <br />REEL 4025 PAGE 368 (D1) <br />LINE TABLE <br />PARCEL III <br />DEED REEL 2531 <br />PAGE 320 <br />LINE I BEARING DISTANCE <br />L1 <br />S 53'21'59" <br />E 41.95' <br />(Ll <br />S 53-16' E <br />42' Dl) <br />L12 <br />S 78'21'59" <br />E 98.69' <br />L 12 <br />S 78' 16' E <br />98.8' D 1 <br />CURVE TABLE <br />MONUMENT TABLE <br />A = 1/2" IP 0.5' AG (HELD) SHOWN ON S2 <br />C = 1 " IP 0.2' BG (HELD) SET IN S2 <br />D = 1 " IP 0.3' BG (HELD) SET IN S2 <br />E = 1/2" IP 0.1' AG (HELD) SET IN S2 <br />F = 3" IB 0.2' AG (HELD FOR NORTHING) <br />SHOWN ON Sl, S 89'21 '23" E 0.22' <br />CURVE ARC LENGTH <br />RADIUS <br />DELTA ANGLE <br />CHORD BEARING <br />CHORD LENGTH <br />Cl 709.30' <br />6875.49' <br />5'5439" <br />N 23' 1 1 '41 " E <br />708.99' <br />C2 146.84 <br />6985.49' <br />1' 12'16" <br />S 25'32'53" W <br />146.84' <br />C3 1117.26 <br />7025.49' <br />0'57'23" <br />N 20'43'03" E <br />117.26' <br />SOUTHEAST CORNER PARCEL 2 DETAIL <br />DETAIL SCALE 1 " = 20" <br />SW 1/16 A <br />CORNER OF <br />SECTION 36 <br />PROPERTY 2 (D5) <br />DEED REEL 4025 PAGE 368 (D1) <br />PARCEL 2 <br />DEED REEL 4061 <br />PAGE 475 <br />w <br />z co <br />J <br />(N m <br />foo <br />w <br />U) o 0- <br />< Q o— <br />w <br />O co <br />w <br />c �� <br />w <br />Ln z <br />N m <br />00 <br />�o <br />�z <br />C <br />a- �n o <br />-L <br />w <br />PARCEL III _ Ln � <br />DEED REEL 2531 _ „ ul-) T) I <br />PAGE 320 _ <br />30' WIDE ACCESS/UTILITY EASEMENT, D <br />REEL 4025 PAGE 368 (D1) <br />I T <br />DEED REEL 4086 <br />PAGE 484 <br />REGI TERED <br />PROF SSIONAL <br />LAN' S U RVEYO R <br />OREGON <br />JULY 18, 1980 <br />DANIEL A. 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