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S 89'11'00" E 2644.59' <br />(N 89'2604" E 2644.67) - OR-RO690 <br />S 88`49'04" E 2640.28' <br />(N 89°44' E 26367) - OR-RO132 <br />21 1 22 <br />44' <br />� ��� <br />29 28 . SECTION CORNER SECTIONS 21, 22, 27 & 28 28 27 <br />1/4 CORNER SECTIONS 21 & 28 -- - <br />- - SEE SHEET 5 FOR CORNER NOTES <br />A. SEE SHEET 5 FOR CORNER NOTES <br />SECTION CORNER SECTIONS 20, 21, 28 & 29 N _ <br />o SEE SHEET 5 FOR CORNER NOTES <br />oDZ <br />n� <br />Lu <br />w N <br />� n <br />LD N WEYERHAEUSER CO. _ o <br />o0z <br />o D N �- <br />`J CENTER NORTH 1/16 CORNER SECTION 28 0 <br />SEE SHEET 5 FOR CORNER NOTES 'n <br />93' 122' 147' 228' 317' 206' 157' 201' 181' 291' 152' 163' 176' 81' 90' <br />lop, 1 <br />S 89'10'32" E 2645.18' 130' o S 89°01'07" E 2643.93' - <br />(S 89"40' E 2653.2') -MCSR 1088 � (S 89'40' E 26532') -MCSR 1088 <br />(S 89'40' E 2646.6') - MCSR 1448 <br />NORTH 1/16 CORNER SECTIONS 28 & 29 � NORTH 1/16 CORNER SECTIONS_ 27 & 28 <br />o <br />d3d)FOUND 1 IRON PiPE PER MCSR 18595, SEE SHEET 4 DETAIL 5 <br />o CZ 2.4' ABOVE GROUND LEVEL. BEARING N <br />ccs a� U TREES NOT EVALUATED AT THiS TiME. N U <br />CLEARCUT TO WEST AND NO SUiTADLE FRANK TiMBER N o <br />`? TREES TO THE EAST. N w <br />w o WEYERHAEUSER CO. <br /><O N N N cn <br />;nw <br />CENTER WEST 1/16 CORNER SECTION 28 Z <br />- � <br />ACCEPTED 1/4 CORNER SECTIONS 27 & 28 <br />`. SEE SHEET 2 DETAIL 2 �t -- - - - --- U) <br />C) FRANK TiM13ER SEE SHEET 3 FOR CORNER DESCRIPTION. <br />N <br />N � <br />S 89°10'29" E 2638.70' -------------------------- - -co <br />�- - — — 1044 <br />501 i i S 89'10'29" E 2639.78' N <br />SEE SHEET 2 INSET 1 i ! <br />d) N E i I CENTER 1/4 CORNER SECTION 28 <br />to <br />`)1/4 SECTi0N5 28 & 29 i N a SEE SHEET 2 DETAIL 1 w � <br />�Nc� I O F. � \\ <br />SEE SHEET 5 FOR CORNER NOTES WEYERHAEUSER CO. w i i SEE SHEET 3 INSET 2 qQ d) <br />�? cNo `? o� i SEE SHEET 4 INSET 3 Z u►cq <br />o \\ <br />UJ O _. 0 I _ _ _X8000 'o 1007 <br />N w Z: -♦ \ <br />o `l' °� N 88' '55" E) - MGSR 366_85 _ \ <br />w w o NORTH SANTIAM HWY 22 [N 88'45'57" E] <br />8A515 OF �EA1Z1 <br />zoo RiGHT OF WAY VARIES I i ''QQL--------- GATE 1997) ---- ---ST.----------------- <br />c� z I 8001 (WIRE 1997) TO 8000 <br />,� N I o �� 4.74' -MCSR 36685 GEN��A 28 27 <br />d- o o , o _ _ (N 8616 57 E 195 ) <br />0 o z _ _ _ _ _ _ _ _ _ _ _ _ 8001 TO 501 MEAS URED -1954.75 8000 TO 1044 <br />GATE 1997 TO 1/4 CORNER SECTIONS 27 & 28 <br />__ --- ROW-6O� WiRE 1997 TO CENTER 1/4 CORNER SECTION 28 N 22'16'43" E 769.68' <br />-- N 24021'33" W 962.69' <br />NORTH SANTIAM KIVER [S 89°31'04" E 2634.36'] SEE RiGHT FOR DETAIL OF CAP AT WiRE 1997 SEE RiGHT FOR DETAIL OF CAP AT GATE 1997 <br />� <br />REMiNE RD. c\J <br />_ N <br />,ri v <br />N ' <br />W <br />N <br />O � <br />t� w <br />O_ <br />z c� <br />0 <br />z <br />29 <br />32 <br />MCSR 39522 <br />[1320.03'] <br />p, <br />[1314.33'] <br />MARION COUNTY <br />(S 89"24' E 1322.47) - MCSR 27880 <br />-- <br />APPROX. COUNTY LiNE <br />N� <br />LiNN COUNTY <br />SOUTH 1/16 CORNER <br />z <br />�' <br />SOUTHWEST 1/16 CORNER__ <br />SECTIONS 28 & 29 <br />.6 <br />d3 U <br />SECTION 28 <br />,-, <br />�•CO <br />EE <br />S SHEET 4 DETAIL 3 <br />c� w _ <br />1 � <br />CALCULATED LOCATION. <br />POSITION FALLS WiTHiN THE <br />n <br />o <br />�'�� <br />CENTER SOUTH 1/16 CORNER <br />Z <br />o_ Lu rn <br />I <br />'-�' <br />NORTH SANTIAM RIVER. <br />0� <br />SECTION 28 <br />�- <br />CN9 <br />SEE SHEET 4 DETAIL 4 <br />W O <br />(� U <br />w <br />Q <br />w <br />QLD- <br />o <br />- <br />?' <br />n <br />O <br />w o <br />WEST 1/16 CORNER SECTIONS 28 & 33 <br />a <br />(100z z <br />FOUND 2 IRON PiPE PER C.S. 4366 AS <br />a <br />THE ACCEPTED WEST 1/16 CORNER. <br />�z <br />w w <br />II <br />U <br />[S 89'10'07" E 1322.91'] <br />28 <br />28 (N 89"15' E 1323.25) - C.S. 4366 <br />33 <br />[S 89'13'24" E 2637.46] <br />SECTION CORNER SECTIONS 28, 29, 52653 <br />PER LiNN COUNTY REMON ROOK 7 PAGE 380 <br />TRUE CORNER LiES 0.3' WEST FROM FOUND 1/2" <br />IRON ROD WiTH 1" YELLOW PLASTIC CAP iN <br />MOUND OF STONE. <br />S 89°07'36" E 1313.25' <br />F. 33 <br />1/4 CORNER SECTIONS_ <br />28&33 <br />SEE SHEET 5 FOR CONTENTS <br />CORNER NOTES SHEET DESCRIPTION <br />1 ENTIRETY SECTION 28 <br />2 INSET 1 DETAIL 1 & 2 <br />3 INSET 2 <br />4 INSET 3 DETAIL 3, 4, & 5 <br />5 CORNER NOTES, NARRATIVE, & <br />REFERENCED SURVEYS <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />JULY 09, 2002 <br />RICHARD C. JONES <br />56399 <br />RENEWS: JUNE 30, 2023 <br />MCSR 39522 <br />O' 400' <br />DETAIL FOR POINTS 8000 AND 8001 <br />T <br />p GATE <br />� 1997 <br />F �� <br />0 <br />0 N p <br />��p� DSS •T <br />T <br />Q WIRE <br />� 1997 <br />0 <br />co <br />FOUND MONUMENTS PER MCSR 34569. <br />3" BRASS DISKS SET iN CONCRETE. <br />I t/-r-�r,in <br />• FOUND MONUMENT AS NOTED <br />O SET 5/8" X 30" REDAR WiTH ORANGE PLASTIC CAP <br />MARKED "C.T.C. LS 56399" <br />�- 1 LOCATION OF 3/8" X 60" FiDERGLASS <br />RODS PLACED ON LiNE <br />--�-4- LiNE FRESHENED PER OR -80690 <br />() INFORMATION FROM PREVIOUS RECORD <br />[ ] CALCULATED INFORMATION <br />PRIVATE GRAVEL ROAD <br />MCSR MARION COUNTY SURVEY RECORD <br />C.S. LiNN COUNTY COUNTY SURVEY <br />OR-RXXXX GLO/DLM REFERENCE NUMDER <br />GLO GENERAL LAND OFFICE <br />DLM BUREAU OF LAND MANAGEMENT <br />