T104N
R42W |
|||
SEC-TWP-RNG |
COR |
DESCRIPTION |
TIES |
1-104-42 |
N 1/4 |
TILE IN 1915 (SET) |
NONE |
1-104-42 |
NW |
2006 - LOCATED RAILROAD
SPIKE AT THE CL INTERSECTION OF THE 2 INTERSECTING ROADWAYS SET 5/8 REBAR
WITH CAP ID RLS 44563 ULTEIG ENGINEERS INC. |
2006 ULTEIG ENGINEERS
INC. CHISELED X NORTH END CMP N.W. 32.7 CHISELED X SOUTH END CMP S.W. 32.7 X OX 2-NAILS TOP STATE WILDLIFE
SIGN POST S.E. 67.2 NOBLES COUNTY COORDINATES N = 227027.24 E = 531119.04 |
1-104-42 |
W 1/4 |
FOUND RR SPIKE 6" DOWN
(LEFT INPLACED IN 1979) 2006 - LOCATED 1 HEXAGON
BAR ON CL OF GRAVEL ROADWAY ULTEIG ENGINEERS INC. 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
N&D IN COR FE POST E.
29.30' 2006 ULTEIG ENGINEERS
INC. STATE WILDLIFE SIGN
POST N.E 28.9 NAIL AND BOTTLE CAP FENCE
POST E 29.6 NOBLES COUNTY COORDINATES N = 224300.29 E = 531080.69 2018 SET 3/8 REBAR SW 29.19 SET 3/8 REBAR SE 40.45 FOUND NAIL IN FENCE POST NE
28.83 |
1-104-42 |
SW |
FOUND STONE IN 18"
DOWN (PLACED BRIDGE PIN IN 1979) |
N&D IN PP N.W.
48.86' |
1-104-42 |
S 1/4 |
NONE 2018 PLACED #4 CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 MAG IN POST NW 41.24 MAG IN POST NE 89.70 CAPPED 3/8 REBAR SW 50.15 |
1-104-42 |
SE |
STONE IN 1894, STONE IN 1923, IRON PIN IN 1950, IRON PIN IN 1960, IRON PIN IN 1980 |
1980 |
1-104-42 |
E 1/4 |
STONE IN 1894 (SET), STONE IN 1923, STONE IN 1950, STONE IN 1960 (PLACED WOOD
STAKE), IRON PIN IN 1980 |
1980 |
1-104-42 |
NE |
STONE IN 1894, STONE IN 1916, STONE IN 1923, STONE IN 1950, STONE IN 1960 (PLACED WOOD
STAKE), IRON PIN IN 1980 2018 FOUNDED #4 REBAR
WESTWOOD PROFESSIONAL SERVICES |
1980 2018 SIGN POST NW 19.69 SIGN POST SE 16.57 3/8 REBAR S 38.63 |
1-104-42 |
CENTER |
NONE |
NONE |
2-104-42 |
N 1/4 |
STONE IN 1915 (SET), STONE IN 1952 (PLACED WOOD
STAKE) 2006 NOTHING LOCATED SET
5/8 REBAR WITH CAP RLS 44563 ON THE CL OF GRAVEL ROADWAY. ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. PLASTIC CAP TIED TO FENCE
LINE N 50.5 TOP CENTER TEL-PED S.E. 147 NOBLES COUNTY COORDINATES N = 227045.00 E = 528450.28 |
2-104-42 |
NW |
STONE IN 1915 (SET), STONE IN 1952 (PLACED WOOD STAKE) 2006 NOTHING FOUND PLACED
5/8 REBAR WITH CAP ID. RLS 44563
ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. TOP CENTER OF TEL-PED S .W. 58.4 X WITH NAILS ON SIDE OF
WOOD FENCE POST S.W. 58 STOP SIGN POST S.E. 48 NOBLES COUNTY COORDINATES N = 227056.97 E = 525780.47 |
2-104-42 |
W 1/4 |
IRON PIN IN 1912, IRON PIN IN 1915 2006 NOTHING LOCATED
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2
OF CORNER CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS INC. NAILED X ON WOOD FENCE
POST IN LINE E 55.9 NAILED X ON WOOD FENCE
POST W 67 NOBLE COUNTY COORDINATES N = 224460.79 E = 525766.79 |
2-104-42 |
SW |
STONE IN 1912, STONE IN 1915, STONE IN 1938 2006 LOCATED REBAR ON THE
CL OF ROADWAY - ULTEIG ENGINEERSINC |
NONE 2006 ULTEIG ENGINEERS
INC. STREET SIGN POST S.E. 40.4 NOBLES COUNTY COORDINATES N = 221805.66 E = 525752.78 |
2-104-42 |
S 1/4 |
STAKE IN 1891, IRON PIN IN 1912 2006 - LOCATED REBAR AT
CENTERLINE OF ROADWAY ULTEIG ENGINEERS INC. |
NONE 2006 ULTEIG ENGINEERS INC. 4 TALL ALUMINUM PIPE
(LEANING NORTH) S 27.3 CL FIELD APPROACH E
100+/- NOBLES COUNTY COORDINATES N = 221766.19 E = 528392.84 |
2-104-42 |
CENTER |
IRON PIN IN 1912 |
NONE |
3-104-42 |
N 1/4 |
STONE IN 1915 (SET), STONE IN 1952 (PLACED WOOD
STAKE) 2006 PLACED 5/8 REBAR
WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. CHISELED X ON END OF RCP N.E. 57.8 SIGN POST N.E. 47.6 CHISELED X SOUTH END OF RCP S.E. 55.7 NOBLES COUNTY COORDINATES N = 227014.22 E = 523152.60 |
3-104-42 |
NW |
STONE IN 1915 (SET), STONE IN 1924, STONE IN 1938, STONE IN 1951, STAKE IN 1962, STAKE IN 1980 (PLACED IRON
PIN) 2018 FOUNDED 80D SPIKE OVER
STONE WESTWOOD PROFESSIONAL SERVICES |
1980 2018 MAG IN CMP - NW 94.57 |
3-104-42 |
W 1/4 |
STONE IN 1915, STONE IN 1924, STONE IN 1951 (PLACED WOOD
STAKE), STAKE IN 1962, FOUND USGS PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 2006 LOCATED INPLACED PK
NAIL AT CL IN ASPHALT ROADWAY ULTEIG ENGINEERS INC. PLACED
PK NAIL IN 2016 (AFTER OVERLAY) |
1996 2006 ULTEIG ENGINEERS
INC. North
edge of westerly field entrance n 10 n
= 224379.11 e
= 520490.90 |
3-104-42 |
SW |
STONE IN 1900 (SET), STONE IN 1915, STONE IN 1924, STONE IN 1937, STONE IN 1951 (PLACED IRON
PIN), IRON PIN IN 1962 (PLACED
WOOD STAKE), IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 2006 LOCATED REBAR AT CL
INTERSECTION OF ROADWAY ULTEIG ENGINEERS INC. PLACED PK NAIL IN 2016 (AFTER OVERLAY) CORNER
CERTIFICATE 2018 FOUNDED PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2006 ULTEIG ENGINEERS
INC. POWER POLE N.W. 56.4 TOP CENTER OF TEL-PED N.E. 62.5 N = 221714.20 E = 520478.35 2018 FOUND SIGN POST SE 54.43 FOUND TELE PED NE 60.31 SET COR OF ELEC BOX NW
59.15 |
3-104-42 |
S 1/4 |
NONE 2006 - PLACED 5/8 REBAR
WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. CHISELED X ON TOP OF CULVERT N.W. 88.2 CHISELED X ON TOP OF CULVERT S.W. 76.4 NAILED X ON FACE OF 1ST
TREE N.E. 59 NOBLES COUNTY COORDINATES N = 221759.93 E = 523115.56 |
3-104-42 |
CENTER |
NONE |
NONE |
4-104-42 |
N 1/4 |
STONE IN 1915 2006 PLACED 5/8 REBAR
WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. CHISELED X ON 48
RCP N
37 X WITH NAILS IN 1ST
TREE EAST OF CREEK
S.E. 43.6 X WITH NAILS IN 1ST
TREE WEST OF CREEK
S.W. 65.7 NOBLES COUNTY COORDINATES N = 227065.37 E = 517834.55 |
4-104-42 |
NW |
STONE IN 1915 (SET) 2006 NOTHNG FOUND, PLACED
5/8 REBAR WITH CAP ID. RLS 44563 AT INTERSECTION OF GRAVEL ROADWAYS.
ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. EAST POST OF DIRECTION
SIGN N 35.8 RAILROAD TIE S.E. 41.6 YEILD SIGN POST S.E. 36.9 N = 227075.19 E = 515143.97 |
4-104-42 |
W 1/4 |
FOUND NOTHING - ASSUMED -
PLACED BRIDGE PIN IN 1979 2006 LOCATED NO. 4 REBAR
AT CL OF DIRT ROADWAY AND IN LINE WITH RUNNING WEST ULTEIG ENGINEERS INC. 2018 FOUND ½ REBAR
WESTWOOD PROFESSIONAL SERVICES |
1979 2006 ULTEIG ENGINEERS
INC. CORNER FENCE POST W
33.2 N = 224435.07 E = 515168.29 2018 SET MAG IN FENCE POST SW
52.13 SET MAG IN FENCE POST W
60.28 SET 3/8 REBAR NE 48.60 |
4-104-42 |
SW |
STONE IN 1900, FOUND STONE
4" DOWN (PLACED TOP 1" OF BRIDGE PIN IN 1979) FOUND NOTHING - ASSUMED -
PLACED BRIDGE PIN IN 1979 2006 LOCATED NO. 4 REBAR AT
CL INTERSECTION OF TWO ROADWAYS ULTEIG ENGINEERS INC. |
1979 2006 ULTEIG ENGINEERS
INC. SOUTHERLY FENCE POST N.E. 47.7 STREET SIGN POST S.E. 55.9 SIGN POST S.W. 36.8 CORNER OF FENCE POST N.W. 61.2 N = 222460.84 E = 542208.57 |
4-104-42 |
S 1/4 |
STONE IN 1900 (SET), STONE IN 1937 2006 NOTHING FOUND,
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 OPPOSITE FENCE LINE SOUTH ULTEIG
ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) 2018 PLACED #4 CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2006 ULTEIG ENGINEERS
INC. NO TIES PLACED N = 221748.58 E = 517830.33 2018 MAG IN POST N 30.64 T- POST S 98.93 MAG IN 18 CMP SE 46.44 |
4-104-42 |
CENTER |
NONE |
NONE |
5-104-42 |
N 1/4 |
STONE IN 1915 (SET) 2006 NOTHING FOUND, PLACED
5/8 REBAR WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. BASE OF ANTENNA GUIDE WIRE N.W. 313.8 BASE OF ANTENNA GUIDE
WIRE N.W. 117.6 N = 227085.90 E = 512483.23 |
5-104-42 |
NW |
STAKE IN 1893 (SET STONE), STONE IN 1915 (SET) 2006 NOTHING FOUND,
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. WEST POST MINIMUM
MAINTENANCE SIGN
S.W. 39.9 N = 227153.33 E = 509821.99 |
5-104-42 |
W 1/4 |
STAKE IN 1893 2006 FOUND RAILROAD SPIKE
AT CL OF GRAVEL ROADWAY IN LINE WITH FENCE LINES EAST AND WEST ULTEIG
ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ulteig engineers inc. x
WITH NAILS ON WOOD FENCE POST E 33.9 N
= 224478.65 E
= 509838.93 |
5-104-42 |
SW |
STONE IN 1915, STONE IN 1935 2006 NOTHING FOUND, PLACED
5/8 REBAR WITH CAP ID. 44563 AT INTERSECTION OF GRAVEL ROADWAYS ULTEIG
ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
NONE 2006 ULTEIG ENGINEERS
INC. X WITH NAILS ON CORNER
FENCE POST N.W. 67 X WITH NAILS ON WOOD
FENCE POST S.W. 52.9 X WITH NAILS ON WOOD
FENCE POST S.E. 43.8 N = 221832.77 E = 509835.03 |
5-104-42 |
S 1/4 |
STONE IN 1900 |
NONE |
5-104-42 |
CENTER |
NONE |
NONE |
6-104-42 |
N 1/4 |
STONE IN 1893 (SET), STONE IN 1915 |
NONE |
6-104-42 |
NW |
STONE IN 1893, STONE IN 1902, STONE IN 1915, STONE IN 1919 |
NONE |
6-104-42 |
W 1/4 |
STAKE IN 1893, STONE IN 1902 (SET), STONE IN 1918 (SET) |
NONE |
6-104-42 |
SW |
STONE IN 1893, STONE IN 1902, STONE IN 1919, STONE IN 1923, STONE IN 1949 (PLACED WOOD
STAKE), BRASS PLUG IN 1965 |
1965 |
6-104-42 |
S 1/4 |
STAKE IN 1893, STONE IN 1935 |
NONE |
6-104-42 |
CENTER |
STONE IN 1893 (SET) |
NONE |
7-104-42 |
W 1/4 |
IRON PIN IN 1918 |
NONE |
7-104-42 |
SW |
IRON PIN IN 1918, STONE IN 1937 (PLACED WOOD
STAKE) |
NONE |
7-104-42 |
S 1/4 |
NONE 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 MAG IN PP SE 100.23 ADDRESS SIGN POST NW 67.07 FOUND 40D NAIL IN RR TIE N
33.21 |
7-104-42 |
CENTER |
NONE |
NONE |
8-104-42 |
W 1/4 |
NONE 2008 PLACED 5/8 X 18 REBAR WITH RLS 40827 CAP ULTEIG ENGINEERS INC. |
NONE 2008 ULTEIG ENGINEERS
INC. MAG NAIL IN WOOD POST N.W.
47.81 MAG NAIL IN WOOD POST S.W.
56.20 MAG NAIL IN WOOD POST N.E.
32.79 NOBLES COUNTY COORDINATES N = 219202.460 E= 509820.370 |
8-104-42 |
SW |
STONE IN 1894 (SET), STONE IN 1934 2018 FOUND ½ REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 FOUND MAG NAIL IN POST NE
51.10 FOUND MAG NAIL IN PP ESE 46.60 SW COR ELEC BOX SE 52.23 |
8-104-42 |
S 1/4 |
STONE IN 1894 (SET) |
NONE |
8-104-42 |
CENTER |
NONE |
NONE |
9-104-42 |
W 1/4 |
STONE IN 1900, STONE IN 1938 2018 SET ½ CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET MAG IN CMP SW 33.93 SET MAG IN COR FENCE POST
NW 44.57 SET MAG IN FIBER OPTIC SIGN
NNW 81.82 |
9-104-42 |
SW |
STONE IN 1894 (SET), STONE IN 1900, STONE IN 1938 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 FOUND MAG NAIL IN POST NW
46.21 SET ON STREET SIGN SE 41.93 NE COR ELEC BOX SW 49.88 |
9-104-42 |
S 1/4 |
STAKE IN 1894, STONE IN 1900 2018 PLACED #4 CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 3/8 REF REBAR NW 50.03 3/8 REF REBAR NE 49.98 MAG EAST END 24 CMP SE
36.32 |
9-104-42 |
CENTER |
STONE IN 1900 |
NONE |
10-104-42 |
W 1/4 |
STONE IN 1900, STAKE IN 1980 (PLACED IRON
PIN), PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 219069.59 E = 520435.55 2018 SET PK NAIL IN POST E 73.57 SET PK NAIL IN CMP SW 41.56 STEEL FENCE POST W 51.93 |
10-104-42 |
SW |
STONE IN 1894, STONE IN 1900, IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 216420.44 E = 520408.94 2018 SET MAG NAIL IN TELE POST
NE 103.59 SET MAG NAIL IN TELE POST
SE 78.24 NE COR OF NORTHERLY ELEC
BOX SW 59.14 |
10-104-42 |
S 1/4 |
FOUND STONE 18" DOWN
(PLACED BRIDGE PIN IN 1979) 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
1979 2018 3/8 REF REBAR NW 48.26 MAG IN SIGN POST NE 54.94 FOUND BOTTLE CAP ON FENCE
POST S 52.54 |
10-104-42 |
CENTER |
NONE |
NONE |
11-104-42 |
W 1/4 |
STONE IN 1891 (SET), STAKE IN 1938
(REESTABLISHED) 2006 LOCATED REBAR WITH
UNREADABLE CAP ON THE CL OF ROADWAY, IN LINE WITH FENCE LINES RUNNING EAST
AND WEST. ULTEIG ENGINEERS INC. |
NONE 2006 ULTEIG ENGINEERS
INC. CL FIELD ENTRANCE EAST N. 15 +/- CL FIELD ENTRANCE WEST N. 45+/- NOBLES COUNTY COORDINATES N = 219153.09 E = 525739.24 |
11-104-42 |
SW |
STONE IN 1938, FOUND STONE 18" DOWN
(PLACED BRIDGE PIN IN 1979) 2006 LOCATED WITH
UNREADABLE CAP AT INTERSECTION OF GRAVEL ROADWAYS ULTEIG ENGINEERS INC. CORNER
CERTIFICATE 2018 FOUND REBAR WESTWOOD
PROFESSIONAL SERVICES |
1979 2006 ULTEIG ENGINEERS
INC. POWERPOLE S.E. 42 NOBLES COUNTY COORDINATES N = 216450.68 E= 525717.50 2018 STREET SIGN SE 31.91 SE COR OF ELEC BOX NW
53.58 NE COR OF ELEC BOX SW
53.82 |
11-104-42 |
S 1/4 |
STAKE IN 1891 2006 LOCATED BENT REBAR AT
CL OF ROADWAY. REMOVED AND REPLACED WITH 5/8 REBAR WITH CAP ID. RLS 44563
ULTEIG ENGINEERS INC. 2018 FOUND BENT REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2006 ULTEIG ENGINEERS
INC. X NAILED ON WOOD FENCE POST N . 30.8 NOBLE COUNTY COORDINATES N = 216440.21 E = 528365.92 2018 3/8 REF REBAR NW 59.68 3/8 REF REBAR NE 53.34 3/8 REF REBAR SE 53.29 |
11-104-42 |
CENTER |
STONE IN 1891 (SET) |
NONE |
12-104-42 |
W 1/4 |
STAKE IN 1891, STONE IN 1912 2006 LOCATED ½ T-POST AT
CL OF ROADWAY 65 +/-, NORTH OF CL OF FIELD ENTRANCE. |
NONE 2006 ULTEIG ENGINEERS INC. X WITH NAILS ON LEANING
CORNER FENCE POST
S.E. 48.9 BOTTOM COVER OF TEL-PED S.W. 49.5 NOBLES COUNTY COORDINATES N = 219065.77 E = 530995.81 |
12-104-42 |
SW |
STONE IN 1936 (PLACED WOOD
STAKE) 2006 LOCATED 1 1/2 STEL
PIPE AT CL OF INTERSECTING ROADS ULTEIG ENGINEERS INC. |
NONE 2006 ULTEIG ENGINEERS
INC. X NAILED ON WOOD CONER
FENCE POST N.E. 48.7 STREET SIGN POST S.E. 28.8 STOP SIGN POST S.E. 33.3 NOBLES COUNTY COORDINATES N = 216382.79 E = 531013.49 |
12-104-42 |
S 1/4 |
NONE 2018 PLACED #4 CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 3/8 REF REBAR SW 49.82 MAG IN FENCE POST NW 36.23 MAG IN CORNER POST NE
43.38 |
12-104-42 |
SE |
STAKE IN 1896, IRON PIN IN 1923, STAKE IN 1950, STAKE IN 1960 (PLACED IRON
PIN), IRON PIN IN 1980 |
1980 |
12-104-42 |
E 1/4 |
STAKE IN 1950, STAKE IN 1960, IRON PIN IN 1980 |
1980 |
12-104-42 |
CENTER |
NONE |
NONE |
13-104-42 |
W 1/4 |
STONE IN 1936 2006 PLACED 5/8 REBAR
WITH CAP ID. RLS 44563 IN GRAVEL ROADWAY ULTEIG ENGINEERS INC.CORNER
CERTIFICATE 2018 SET CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2006 ULTEIG ENGINEERS
INC. X CHISELED ON TOP OF CMP CULVERT S.W. 45.41 NOBLES COUNTY COORDINATES N = 213739.64 E = 531024.02 2018 SET MAG IN FIBER SIGN W
34.37 FENCE T-POST E 115.32 SET 3/8 REBAR SE 49.75 |
13-104-42 |
SW |
STONE IN 1900, IRON PIN IN 1936, IRON PIN IN 1962, IRON PIPE WITH 60 COMMON
SPK IN 1970, FOUND IN 1991, PLACED 3/8" X 3"
REBAR IN 1996 2006 LOCATED NO. 5 REBAR
AT INTERSECTION OF ASPHALT AND GRAVEL ROADWAYS ULTEIG ENGINEERS INC. PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2006 ULTEIG ENGINEERS INC. NO TIES NOBLES COUNTY COORDINATES N = 211096.50 E = 531034.56 2017 NOBLES COUNTY
COORDINATES N=211096.39 E=531034.53 2018 FOUND W Ό COR S13-104-42 N
2642.95 FOUND CHISLED X ON RCP NW
58.73 FOUND CHISLED X ON RCP SW
54.58 |
13-104-42 |
S 1/4 |
STONE IN 1900 (SET), STONE IN 1936, STONE IN 1962 (PLACED WOOD
STAKE), IRON PIPE IN 1970, FOUND IN 1991, PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=211125.85 E=533692.72 2018 3/8 REF REBAR NW 33.40 3/8 REF REBAR NE 35.86 3/8 REF REBAR S 22.01 |
13-104-42 |
SE |
STONE IN 1900, IRON PIN IN 1937, IRON PIN IN 1950, IRON PIN IN 1962 |
1962 |
13-104-42 |
E 1/4 |
IRON PIN IN 1950, IRON PIN IN 1960, IRON PIN IN 1980 |
1980 |
13-104-42 |
CENTER |
NONE |
NONE |
14-104-42 |
W 1/4 |
IRON PIN IN 1912 (SET) 2006 ULTEIG ENGINEERS
INC. PLACED 5/8 REBAR WITH CAP
ID RLS 44563 IN GRAVEL ROADWAY ULTEIG ENGINEERS INC. 2018 SET CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2006 ULTEIG ENGINEERS
INC. X OF NAILS WOOD FENCE POST W. 38 NOBLE COUNTY COORDINATES N = 213806.93 E = 525727.16 2018 SET 3/8 REF REBAR NW 50.51 SET 3/8 REF REBAR NE 48.04 SET 3/8 REF REBAR SE 49.31 |
14-104-42 |
SW |
STONE IN 1901, STONE IN 1912 (SET), IRON PIN IN 1937, STAKE IN 1962, 1" IRON PIPE IN 1970, FOUND IN 1991, PLACED 3/8" X 3"
REBAR IN 1996 2006 LOCATED NO. 5 REBAR
AT INTERSECTION OF ASPHALT AND GRAVEL ROADWAY ULTEIG ENGIEERS INC. CORNER
CERTIFICATE PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2006 ULTEIG ENGINEERS
INC. WOOD CORNER FENCE POST N.E. 151.9 WOOD CORNER FENCE POST N.E. 145.1 WOOD CORNER FENCE POST S.E. 144.8 WOOD CORNER FENCE POST S.E. 151.2 NOBLES COUNTY COORDINATES N
= 211163.19 E = 525736.82 2017 NOBLES COUNTY
COORDINATES N=211163.16 E=525736.76 2018 FOUND R/W SIGN NE 151.90 FOUND R/W SIGN ENE 145.10 FOUND R/W SIGN SE 144.80 |
14-104-42 |
S 1/4 |
STONE IN 1901, STONE IN 1936, STONE IN 1962 (PLACED WOOD
STAKE), IRON PIPE IN 1970, FOUND IN 1991, PLACED 3/8" X 3"
REBAR IN 1996 2006 LOCATED NO. 5 REBAR
IN ASPHALT IN LINE WITH FENCE LINE NORTH ULTEIG
ENGINEERS INC. PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2006 ULTEIG ENGINEERS
INC. RIGHT OF WAY SIGN N.E. 70.8 RIGHT OF WAY SIGN S.E. 72.1 NOBLES COUNTY COORDINATES N = 211109.70 E = 528384.99 2017 NOBLES COUNTY
COORDINATES N=211109.68 E=528384.93 2018 R/W SIGN NE 70.80 FOUND NAIL IN CMP SE 55.03 FOUND NAIL IN CMP SW 42.40 |
14-104-42 |
CENTER |
POST IN 1912 (SET) |
NONE |
15-104-42 |
W 1/4 |
STONE IN 1894, STONE IN 1924, STONE IN 1951 (PLACED WOOD
STAKE), STAKE IN 1962, FOUND STAKE IN 1980 (PLACED
IRON PIN), PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 213819.21 E = 520437.34 2018 SET PK NAIL IN FIBER SIGN E
49.17 SET 3/8 REBAR SW 17.36 FOUND NAIL IN CMP NE 39.86 |
15-104-42 |
SW |
STONE IN 1894, STONE IN 1924, STONE IN 1951 (PLACED WOOD
STAKE), IRON PIN IN 1962 (PLACED
WOOD STAKE), IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL IN
1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 211163.14 E = 520438.20 2018 SET NAIL IN FENCE POST NNE 157.33 SET NAIL IN FENCE POST ENE
157.37 STOP SIGN SW 56.00 |
15-104-42 |
S 1/4 |
STAKE IN 1936, STAKE IN 1962 (PLACED IRON
PIN), 1" IRON PIPE IN 1970, FOUND IN 1991, PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=211170.15 E=523085.33 2018 FOUND NAIL IN CMP N 37.95 FOUND NAIL IN CMP NE 68.03 FOUND NAIL IN CMP SE 66.07 |
15-104-42 |
CENTER |
NONE |
NONE |
16-104-42 |
W 1/4 |
STONE IN 1894 2018 FOUND ½ REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET PK NAIL ON FENCE POST W
43.99 SET PK NAIL ON POST E 93.03 SET PK NAIL IN CMP SE 36.23 |
16-104-42 |
SW |
STONE IN 1894 (SET), STONE IN 1901, STONE IN 1932 2018 FOUND PIPE WITH CAP
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SE COR OF ELEC BOX NW 66.61 SW COR OF ELEC BOX NE 63.34 STREET SIGN SE 29.82 |
16-104-42 |
S 1/4 |
STAKE IN 1894 2018 PLACED #5 CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SIGN POST SW 60.98 MAG IN CMP NE 26.63 MAG IN CMP SE 23.97 |
16-104-42 |
CENTER |
STONE IN 1894 |
NONE |
17-104-42 |
W 1/4 |
STONE IN 1894, STONE IN 1934 (PLACED WOOD
STAKE) |
NONE |
17-104-42 |
SW |
STAKE IN 1932 |
NONE |
17-104-42 |
S 1/4 |
STONE IN 1894 (SET), STONE IN 1901, STONE IN 1932 |
NONE |
17-104-42 |
CENTER |
STONE IN 1894 (SET) |
NONE |
18-104-42 |
W 1/4 |
IRON PIN IN 1918 |
NONE |
18-104-42 |
SW |
STONE IN 1918 (SET), STONE IN 1932 |
NONE |
18-104-42 |
S 1/4 |
STAKE IN 1932 SET SURVEY MARKER CAPPED
23008 OVER FOUND 8 ROCK (2012) 2018 FOUND SURVEY SPIKE
WESTWOOD PROFESSIONAL SERVICES |
NOBLES COUNTY COORDINATES N = 211197.78 E = 507197.01 2018 FOUND MN DOT POINT LEOTA SW
33.67 ADDRESS SIGN NE 53.81 ELECTRICAL BOX NE 92.00 |
18-104-42 |
CENTER |
NONE |
NONE |
19-104-42 |
W 1/4 |
STONE IN 1918 (SET), STONE IN 1962 (PLACED WOOD
STAKE) |
N&D IN COR FE POST S.
33.30' NOBLES COUNTY COORDINATES N = 208532.85 E = 504531.09 |
19-104-42 |
SW |
STAKE IN 1917 |
NONE |
19-104-42 |
S 1/4 |
STONE IN 1962 (PLACED WOOD
STAKE), STAKE IN 1964 (PLACED IRON
PIN), IRON PIN IN 1966, PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY COORDINATES N = 205883.05 E = 507221.22 2017 NOBLES COUNTY
COORDINATES N=205882.89 E=507221.23 2018 FOUND MAG IN FE ENT PIPE N
42.46 FOUND BOLT IN R/W SIGN S
49.76 SET MAG IN CMP NE 55.44 |
19-104-42 |
CENTER |
SET 5/8 PIN WITH SURVEY
CAP 23008 (2012) |
NOBLES COUNTY COORDINATES N = 208536.51 E = 507209.14 |
20-104-42 |
W 1/4 |
STONE IN 1901 SET SURVEY MARKER CAPPED
23008 AS PER MNDOT PLAN, IN LINE WITH FENCE WEST (2013) |
NONE NOBLES COUNTY COORDINATES N = 208540.13 E = 509848.34 |
20-10-42 |
SW |
STONE IN 1901, STONE IN 1938, STONE IN 1962 (PLACED WOOD
STAKE), STAKE IN 1964 (PLACED IRON
PIN), IRON PIN IN 1966, PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=205879.42 E=509869.22 2018 FOUND NAIL IN RCP SE 69.33 FOUND NAIL IN RCP SW 70.57 NE COR OF ELEC BOX NW 77.69 |
20-104-42 |
S 1/4 |
STONE IN 1902, STAKE IN 1962, STAKE IN 1964 (PLACED IRON
PIN), PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=205857.47 E=512538.94 2018 TELE SIGN N 49.00 FOUND SHINER IN COR POST S
51.18 CURB STOP SW 112.76 |
20-104-42 |
CENTER |
NONE |
NONE |
21-104-42 |
W 1/4 |
STONE IN 1902 2018 SET ½ CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET 3/8 REBAR NW 52.11 SET 3/8 REBAR NE 50.07 SET 3/8 REBAR SE 51.16 |
21-104-42 |
SW |
STONE IN 1901, STONE IN 1937, STONE IN 1962 (PLACED WOOD
STAKE), STAKE IN 1964 (PLACED IRON
PIN), IRON PIN IN 1966, PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=205835.64 E=515201.56 2018 FOUND BOLT IN STOP SIGN SE 57.82 NE COR OF TELE BOX SW 143.54 SE COR OF ELEC BOX NW 63.04 |
21-104-42 |
S 1/4 |
PLACED 3/8" X 3"
REBAR IN 1996 PLACED PK NAIL AFTER
OVERLAY, 2017 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 2017 NOBLES COUNTY
COORDINATES N=205840.85 E=517855.04 2018 FOUND NAIL IN CMP SW 50.79 FOUND NAIL IN CMP SE 49.49 SET 3/8 REBAR NE 38.31 |
21-104-42 |
CENTER |
NONE |
NONE |
22-104-42 |
W 1/4 |
STONE IN 1901, STONE IN 1924, STONE IN 1951, STONE IN 1964 (PLACED IRON
PIN), IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 208524.23 E = 520477.47 2018 FOUND NAIL AND DISC ON POST
W 50.07 SET 3/8 REBAR NE 20.10 SET 3/8 REBAR SE 45.84 |
22-104-42 |
SW |
STONE IN 1891 (SET), STONE IN 1901, STONE IN 1924, STONE IN 1951, STONE IN 1962 (PLACED WOOD
STAKE), STAKE IN 1964 (PLACED IRON
PIN), IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 205842.50 E = 520506.15 2018 FOUND SHINER IN PP NW 69.77 SET MAG IN TELE SIGN NE 59.43 FOUND BOTTLE CAP IN POST SE
49.42 |
22-104-42 |
S 1/4 |
STONE IN 1901, STONE IN 1963 (PLACED IRON
PIN) 2018 FOUND 12 SPIKE
WESTWOOD PROFESSIONAL SERVICES |
1963 2018 FOUND NAIL IN POST N 29.59 SET 3/8 REBAR SE 50.45 SET 3/8 REBAR SW 49.89 |
22-104-42 |
CENTER |
NONE |
NONE |
23-104-42 |
W 1/4 |
STONE IN 1901 2006 FOUND NOTHING,
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 IN GRAVEL ROADWAY ULTEIG ENGINEERS
INC. |
NONE 2006 ULTEIG ENGINEERS
INC. X NAILED ON PINE TREE N.W. 35.5 NOBLES COUNTY COORDINATES N = 208473.04 E = 524790.53 |
23-104-42 |
SW |
STONE IN 1901, FOUND STONE
(27 DEEP) WITH WOOD STAKE ON SOUTH SIDE SET IRON PIN ON SOUTH SIDE OF
STONE & SET A Ύ X 24 IRON PIN OVER STONE (4 DEEP) ON FEB 15, 2000
MADSEN LAND SURVEYING 2006 located Ύ iron pipe in dirt roadway
ulteig engineers inc. |
2000 (MADSEN LAND
SURVEYING) SW COR ELEC BOX N.E.
40.70 W. MIN MAIN SIGN POST N.E.
92.15 E. MIN MAIN SIGN POST S.W.
96.70 2006 - ALTEIG ENGINEERS
INC. WEST POST OF MINIMUM
MAINTENANCE SIGN
N.E. 92 EAST POST OF MINIMUM
MAINTENANCE SIGN
N.E. 96.6 TOP OF ELECTRICAL POWER BOX
SW CORNER N.E. 40.6 NOBLES COUNTY COORDINATES N = 205830.03 E = 525804.40 |
23-104-42 |
S 1/4 |
STONE IN 1901, FOUND 8 X 12 X 14 STONE
WITH WOOD STAKE ON SOUTH EDGE OF STONE (20 DEEP) REMOVED STONE & SET
Ύ X 24 IRON PIN (24 DEEP) & SET Ύ X 24 IRON PIN (4 DEEP) ON FEB 15,
2000 MADSEN LAND SURVEYING 2006 LOCATED ½ IRON PIPE
IN GRAVEL ROADWAY ULTEIG ENGINEERS INC. (SEE PAGE 2 OF CORNER
CERTIFICATE) |
2000 (MADSEN LAND
SURVEYING) BC IN WOOD POST N.
107.00 2006 ULTEIG ENGINEERS
INC. X NAILED ON RAILROAD TIE
SET VERTICALLY IN APPROACH N 106.4 NOBLES COUNTY COORDINATES N = 205814.07 E = 528423.75 |
23-104-42 |
CENTER |
NONE |
NONE |
24-104-42 |
W 1/4 |
STONE IN 1901, STONE IN 1937 2006 PLACED 5/8 REBAR
WITH CAP ID. RLS 44563 IN GRAVEL ROADWAY IN LINE WITH FENCE LINES EAST AND
WEST. - ULTEIG ENGINEERS INC. |
NONE 2006 ULTEIG ENGINEERS
INC. X NAILED ON WOOD FENCE
POST W. 35.1 X NAILED ON WOOD FENCE
POST E 30.8 NOBLES COUNTY COORDINATES N = 208447.57 E = 531041.12 |
24-104-42 |
SW |
STONE IN 1901, STONE IN 1937, FOUND STONE (23 DEEP)
SET IRON PIN ON SOUTH SIDE OF STONE & SET Ύ X 19 IRON PIN OVER STONE ON
FEB. 15, 2000 MADSEN LAND SURVEYING 2006 - NOTHING FOUND,
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 2018 FOUND IRON PIPE CAPPED
WESTWOOD PROFESSIONAL SERVICES |
2000 (MADSEN LAND
SURVEYING) BC IN PP S.W.
85.10 TEL PED S.E.
49.50 BC IN WOOD POST N.E.
71.20 2006 ALTEIG ENGINEERS
INC. BOTTLE CAP ON POWER POLE S.W. 85.1 BOTTLE CAP ON WOOD POST N.E. 71.2 X ON TOP OF RC PIPE N.E. 41.5 NOBLES COUNTY COORDINATES N
= 205798.27 E = 531042.45 2018 FOUND X IN RCP NE 41.33 NW COR ELEC BOX SE 104.80 SET PK IN CULVERT SW 47.84 |
24-104-42 |
S 1/4 |
STONE IN 1901 2018 SET ½ CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET NAIL IN ASH TREE N
34.79 SET NAIL IN ASH TREE NE
73.85 SET 3/8 REBAR SW 50.12 |
24-104-42 |
SE |
STONE IN 1900, STONE IN 1923, STONE IN 1950 (PLACED WOOD
STAKE), IRON PIN IN 1980 |
1980 |
24-104-42 |
E 1/4 |
STONE IN 1900, STONE IN 1923, IRON PIN IN 1950, COULD NOT FIND IN 1980 |
NONE |
24-104-42 |
CENTER |
NONE |
NONE |
25-104-42 |
W 1/4 |
FOUND NOTHING CORNER
WOULD HAVE BEEN DUG OUT WHEN CULV. WAS PUT IN. SET Ύ X 24 IRON PIN MIDWAY
BETWEEN SECTION CORNERS AS PER 1901 SURVEY ON FEB.
22, 2000 MADSEN LAND SURVEY 2006 LOCATED 1 IRON PIPE
AT CL OF GRAVEL ROADWAY OVER CORRUGATED METAL PIPE. ULTEIG ENGINEERS INC. |
2000 (MADSEN LAND SURVEY) BC IN PP S.W.
41.20 CULV. MARKER POST E.
20.4 CULV. MARKER POST S.E.
30.35 CULV. MARKER POST S.W.
25.30 CULV. MARKER POST W.N.W.
16.45 2006 ULTEIG ENGINEERS
INC. NORTH EDGE OF BRIDGE REFLECTOR N.E. 20.5 SOUTH EDGE OF BRIDGE REFLECTOR S.E. 30.5 SOUTH END OF BRIDGE REFLECTOR S.W. 25.2 NORTH EDGE OF BRIDGE REFLECTOR N.W. 16.5 NOBLES COUNTY COORDINATES N = 203145.13 E = 531081.96 |
25-104-42 |
SW |
STONE IN 1901, STONE IN 1938, STONE "X" IN 1968
(PLACED 2X2 WITH IRON PIN), PLACED IRON PIN IN 1996, PLACED 3/8" X 4"
REBAR IN 1996, FOUND Ό ROD (1 DEEP) IN
BIT PAVING ON FEB 15, 2000 (MADSEN LAND SURVEYING) 2006 LOCATED NO. 3 REBAR
AT THE INTERSECTION ON ASPHALT AND GRAVEL ROADWAYS ULTEIG ENGINEERS INC. |
1996 1999 (MADSEN LAND
SURVEYING) TOP BOLT YIELD SIGN
POST S.W. 40.47 TOP BOLT YIELD SIGN
POST N.E. 42.45 CL WATER VALVE N.W.
97.50 CL TEL PED N.E.
71.00 2006 ULTEIG ENGINEERS
INC. YIELD SIGN POST N.E. 43.1 STREET SIGN POST S.E. 46.9 YIELD SIGN POST S.W. 40.5 NOBLES COUNTY COORDINATES N = 200492.01 E = 531121.27 |
25-104-42 |
S 1/4 |
STONE IN 1900, STONE IN 1938, STONE "X" IN 1968
(PLACED 2X2 WITH IRON PIN), PLACED IRON PIN IN 1996, PLACED 1 3/4" PK NAIL
IN 1996 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET PK IN PP NW 88.73 SET 3/8 REBAR NE 37.81 SET 3/8 REBAR SE 36.20 |
25-104-42 |
SE |
STONE IN 1900 (SET), STONE IN 1923, STONE IN 1938, STONE IN 1950 (PLACED WOOD
STAKE), IRON PIN IN 1980 |
1980 |
25-104-42 |
E 1/4 |
STAKE IN 1950, COULD NOT FIND IN 1980 |
NONE |
25-104-42 |
CENTER |
NONE |
NONE |
26-104-42 |
W 1/4 |
STONE IN 1901, FOUND 12 X 12 STONE (12
DEEP) WITH WOOD STAKE ON SOUTH SIDE OF STONE DRILLED HOLE IN STONE &
SET Ύ IRON PIN IN STONE (4 DEEP) ON FEB 15, 2000 MADSEN LAND SURVEYING 2006 LOCATED Ύ IRON PIPE
IN GRAVEL ROADWAY - ULULTEIG ENGINEERS INC. |
2000 (MADSEN LAND
SURVEYING) NO TIES 2006 - ULTEIG ENGINEERS
INC. NO TIES NOBLES COUNTY COORDINATES N = 203174.72 E = 525829.98 |
26-104-42 |
SW |
STONE IN 1900, FOUND A 1 IRON PIN
(4DEEP) ON FEB 15, 2000 MADSEN LAND SURVEYING 2006 LOCATED 1 IRON PIPE
AT INTERSECTION OF ROADWAYS ULTEIG ENGINEERS INC. |
2000 (MADSEN LAND
SURVEYING) SE COR ELEC BOX N.W.
60.70 CL E. SIGN POST OF MIN.
MAIN. SIGN S.W. 67.50 CL W. SIGN POST OF MIN.
MAIN. SIGN N.E. 73.20
2006 ULTEIG ENGINEERS
INC. SE CORNER OF ELECTRICAL
POWER PED N.W. 60.6 MINIMUS MAINTENANCE SIGN POST S.W. 67.6 STREET SIGN POST S.E. 39.4 NOBLES COUNTY COORDINATES N = 200523.83 E = 525850.79 |
26-104-42 |
S 1/4 |
STAKE IN 1893, STONE IN 1901, FOUND STONE WITH X (28
DEEP) SET IRON PIN ON NORTH OF STONE & SET Ύ X 24 OVER STONE ON FEB.
22, 2000 MADSEN LAND SURVEYING 2006 LOCATED PIPE AT CL
OF GRAVEL ROADWAY ULTEIG ENGINEERS INC. |
2000 (MADSEN LAND
SURVEYING) BC IN MAILBOX POST S.E.
27.10 SW COR ELEC BOX N.E.
39.70 CL TEL PED S.W.
43.0 CL E-W
ROAD N. 6 2006 ULTEIG ENGINEERS
INC. BOLT ON WEST FACE OF
ELECTICAL POWER BOX
N.E. 40.4 CHISELED X ON WEST END OF
CMP S.E. 62.1 TOP, CENTER OF TEL-PED S.W. 42.7 N = 200514.54 E = 528480.09 |
26-104-42 |
CENTER |
NONE |
NONE |
27-104-42 |
W 1/4 |
STONE IN 1902 (SET), STONE IN 1938, IRON PIN IN 1951, IRON PIN IN 1963, IRON PIN IN 1980, PLACED IRON PIN IN 1996, PLACED IRON PIN IN 1996
(AFTER PAVING) PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 203189.87 E = 520499.79 2018 FOUND NAIL AND DISC IN POST
W 50.92 FOUND NAIL AND DISC IN POST
SE 60.85 SET PK IN CMP E 32.95 |
27-104-42 |
SW |
STONE IN 1901, STONE IN 1937, STAKE IN 1951, IRON PIN IN 1980, PLACED IRON PIN IN 1996, D 1 3/4" PK NAIL IN
1996 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1996 NOBLES COUNTY
COORDINATES N = 200540.01 E = 520508.61 2018 FOUND NAIL AND DISC IN PP
NW 59.35 FOUND NAIL AND DISC IN PP
NE 61.57 FOUND NAIL AND DISC IN POST
SE 54.56 |
27-104-42 |
S 1/4 |
STONE IN 1901 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET NAIL IN CMP NW 34.36 SET NAIL IN CMP SW 32.86 SET NAIL IN CMP SE 34.54 |
27-104-42 |
CENTER |
STONE IN 1901 |
NONE |
28-104-42 |
W 1/4 |
STAKE IN 1937, FOUND NOTHING AND SET
3/4" X 24" IRON PIPE IN LINE WITH EAST-WEST FENCES & CL ROAD
(ASSUMED BY MADSEN SURVEYING IN 1996) 2018 FOUND Ύ PIPE
WESTWOOD PROFESSIONAL SERVICES |
1996 2018 SET PK IN CMP SE 30.79 FOUND BC ON POST W 32.50 SE COR OF ELEC BOX NW 53.98 |
28-104-42 |
SW |
IRON PIN IN 1902, STAKE IN 1938, FOUND 3/4" O.D. IRON
PIN IN 1997 (MADSEN SURVEYING) 2018 FOUND Ύ PIPE
WESTWOOD PROFESSIONAL SERVICES |
1997 2018 SET 3/8 REBAR NW 43.01 SET 3/8 REBAR NE 40.06 STREET SIGN SE 39.18 |
28-104-42 |
S 1/4 |
IRON PIN IN 1902, FOUND 1" ANGLE IRON
POST IN 1997 - 2' SOUTH OF CL OF ROAD (MADSEN SURVEYING) 2018 FOUND 1 ANGLE IRON WESTWOOD
PROFESSIONAL SERVICES |
1997 2018 FOUND BC IN TOP OF POST ESE
65.13 SOUTH GATE POST SE 70.58 SET NAIL IN TOP OF POST SSE
87.67 |
28-104-42 |
CENTER |
NONE |
NONE |
29-104-42 |
W 1/4 |
NONE 2018 SET ½ CAPPED REBAR WESTWOOD
PROFESSIONAL SERVICES |
NONE 2018 SET 3/8 REBAR SW 47.86 SET 3/8 REBAR SE 49.78 SET NAIL IN COR POST NE 28.62 |
29-104-42 |
SW |
STONE IN 1910, STONE IN 1935 2018 SET ½ CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 FIBER OPTIC SIGN NW 40.87 FIBER OPTIC SIGN NE 54.33 NW COR ELEC BOX SE 77.66 |
29-104-42 |
S 1/4 |
NONE 2018 FOUND SPIKE AND SET ½
CAPPED REBAR WESTWOOD PROFESSIONAL SERVICES |
NONE 2018 SET 3/8 REBAR NE 49.17 SET 3/8 REBAR SE 49.69 TOP OF TEE POST S 121.27 |
29-104-42 |
CENTER |
NONE |
NONE |
30-104-42 |
W 1/4 |
STAKE IN 1917 |
NONE |
30-104-42 |
SW |
STONE IN 1910, STONE IN 1917 |
NONE |
30-104-42 |
S 1/4 |
STONE IN 1910 (SET) 2018 SET ½ CAPPED REBAR WESTWOOD
PROFESSIONAL SERVICES |
NONE 2018 SET 3/8 REBAR NE 50.11 SET 3/8 REBAR SE 50.05 SET 3/8 REBAR SW 50.38 |
30-104-42 |
CENTER |
NONE |
NONE |
31-104-42 |
W 1/4 |
STAKE IN 1917 |
NONE |
31-104-42 |
SW |
STONE IN 1892, STONE IN 1910, STONE IN 1918, STAKE IN 1922, IRON PIN IN CL TRUNK
HIGHWAY 91, SET Ύ IRON PIN IN 1997 BY
MADSEN LAND SURVEYING PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1997 (MADSEN LAND
SURVEYING) BC IN PP S.W.
87.57 BC IN TEL PED POST N.W.
72.75 BC IN PP N.E.
96.45 BC IN PP N.W.
97.45 1.7 E. OF CL P.I. NOBLES COUNTY
COORDINATES N = 195284.52 E = 507371.97 2018 X ON TOP OF BOX CULVERT NW
72.50 TOP CENTER HOOK ON BOX
CULVERT SE 76.00 NE COR OF ELEC BOX SW 94.06 |
31-104-42 |
S 1/4 |
STONE IN 1910, 9.25' N. OF CL CSAH 16, SET Ύ IRON PIN IN 1997 ON
A STRAIGHT LINE BETWEEN NW & NE COR IN ACCORDANCE WITH 1918 SURVEY
(MADSEN LAND SURVEYING) PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND RR SPIKE WESTWOOD
PROFESSIONAL SERVICES |
1997 (MADSEN LAND
SURVEYING) BC IN COR. FP. S.E.
93.90 BC IN PP N.E.
76.20 BC IN PP S.E.
90.10 CL BIT PAVING S.
12.0 NOBLES COUNTY
COORDINATES N = 195284.52 E = 507371.97 2018 SET 3/8 REBAR NW 29.41 SET 3/8 REBAR SW 42.54 SET PK NAIL IN CMP SE
53.41 |
31-104-42 |
CENTER |
STONE IN 1910 (SET) |
NONE |
32-104-42 |
W 1/4 |
STONE IN 1910, STAKE IN 1934 2018 SET ½ CAPPED REBAR WESTWOOD
PROFESSIONAL SERVICES |
NONE 2018 SET 3/8 REBAR NW 35.56 SET 3/8 REBAR NE 42.54 N FACE COR POST E 32.08 |
32-104-42 |
SW |
STONE IN 1902, STONE IN 1917, STONE IN 1922, STONE IN 1943 (PLACED 2X2
HUB), STONE WITH WOOD STAKE IN
1967 (PLACED WOOD STAKE), SET Ύ IRON PIN 1997 IN
ACCORDANCE WITH A 1918 SURVEY (BY MADSEN LAND SURVEYING) PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1967 1997 (MADSEN LAND
SURVEYING) CL P.I. SPK N.
9.98 BC IN COR FP S.
40.20 SRP IN WOOD POST S.E.
48.55 B.C. IN PP S.E.
55.10 B.C. IN CENTER WOOD
POST S.W. 51.95 SRP IN COR. FP. N.E.
69.20 CL TEL. PED. N.W.
68.60 NOBLES COUNTY
COORDINATES N = 195283.52 E = 510023.84 2018 CENTER RURAL WATER VALVE NW
90.08 FOUND NAIL ON COR POST NE
68.87 FOUND NAIL ON COR POST S
40.38 |
32-104-42 |
S 1/4 |
STONE IN 1922, STAKE IN 1943, STONE WITH WOOD STAKE IN
1967 (FLUSH) |
1967 |
32-104-42 |
CENTER |
NONE |
NONE |
33-104-42 |
W 1/4 |
STONE IN 1902, STONE IN 1941, STONE IN 1979 (PLACED
BRIDGE PIN) 2018 FOUND 12 SPIKE
WESTWOOD PROFESSIONAL SERVICES |
N&D IN FE POST W.
32.05' 2018 FOUND NAIL AND DISC ON POST
W 32.05 FOUND NAIL AND DISC ON POST
E 32.79 FOUND NAIL AND DISC ON POST
SW 35.59 |
33-104-42 |
SW |
STONE IN 1897, STONE IN 1902, STONE IN 1922, STONE IN 1944 (PLACED WOOD
STAKE), PIPE IN 1967 (PLACED IRON
ROD), IRON ROD IN IN 1979, FOUND Ύ REBAR & RAISED
WITH Ύ PIPE IN 2002 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL
WESTWOOD PROFESSIONAL SERVICES |
1979 NOBLES COUNTY
COORDINATES N = 195245.40 E = 515321.54 2018 FOUND TOP CULVERT MARKER
POST NW 43.50 FOUND TOP CULVERT MARKER
POST NE 30.97 STREET SIGN SE 43.27 |
33-104-42 |
S 1/4 |
STONE IN 1897, STONE IN 1902, STAKE IN 1922 (PLACED IRON
PIN), PIPE IN 1967 (PLACED IRON
PIN) PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 SET ½ CAPPED REBAR WESTWOOD
PROFESSIONAL SERVICES |
1967 NOBLES COUNTY
COORDINATES N = 195226.02 E = 518011.65 2018 SET 3/8 REBAR SW 42.54 SET 3/8 REBAR NW 29.41 SET PK NAIL IN CMP SE
53.41 |
33-104-42 |
CENTER |
NONE |
NONE |
34-104-42 |
W 1/4 |
STONE IN 1902, IRON PIN IN 1951 (REESTABLISHED)
COULD NOT FIND |
NONE |
34-104-42 |
SW |
STONE IN 1897, STONE IN 1902, STONE IN 1922, STONE IN 1943, STONE IN 1955 (PLACED IRON
PIN), PIPE IN 1967 (PLACED IRON
PIN), IRON PIN IN 1980, FOUND 11 BRIDGE PIN (5
DEEP) RAISED WITH Ύ IRON PIPE IN 2002 PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND Ύ PIPE
WESTWOOD PROFESSIONAL SERVICES |
1980 NOBLES COUNTY
COORDINATES N = 195212.30 E = 520627.98 2018 SET PK NAIL IN PP NW 58.30 SET PK NAIL IN SIGN POST NE
70.63 CENTER OF TELE PED SE 95.80 |
34-104-42 |
S 1/4 |
STONE IN 1897, STONE IN 1922, STAKE IN 1943, PIPE IN 1967 (PLACED IRON
ROD) PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 SET ½ CAPPED REBAR
WESTWOOD PROFESSIONAL SERVICES |
1967 NOBLES COUNTY
COORDINATES N = 195233.04 E = 523274.89 2018 FOUND NGS MARKER NW 68.64 FOUND PK NAIL N 18.00 SET COR OF ELEC BOX NE
95.79 |
34-104-42 |
CENTER |
NONE |
NONE |
35-104-42 |
W 1/4 |
STONE IN 1901 2006 NOTHING FOUND,
PLACED 5/8 REBAR WITH CAP ID. RLS 44563 IN GRAVEL ROADWAY OPPOSITE FENCE
LINE WEST. ULTEIG ENGINEERS INC. CORNER
CERTIFICATE |
NONE 2006 ULTEIG ENGINEERS
INC. X ON WOOD FENCE POST W. 35 NOBLES COUNTY COORDINATES N = 197864.83 E = 525897.98 |
35-104-42 |
SW |
STONE IN 1901, STONE IN 1922, STONE IN 1943, PIPE IN 1967 (LEAVE AS IS) 2006 LOCATED PK NAIL IN
INTERSECTION OF PAVE ROADWAYS ULTEIG ENGINEERS INC. PLACED
PK NAIL IN 2016 (AFTER OVERLAY) CORNER
CERTIFICATE |
1967 2006 ULTEIG ENGINEERS INC. STREET SIGN POST S.E. 40.7 STOP SIGN POST N.W.
53.4 NOBLES COUNTY COORDINATES N= 195193.05 E = 525945.40 |
35-104-42 |
S 1/4 |
STONE IN 1901, STONE IN 1922, STONE IN 1943, PIPE IN 1967 (PLACED IRON
ROD) 2006 LOCATED 5/8 REBAR AT
CL OF ASPHALT ROADWAY IN LINE WITH FENCE LINES NORTH AND WEST ULTEIG ENGINEERS INC. CORNER
CERTIFICATE PLACED
PK NAIL IN 2016 (AFTER OVERLAY) 2018 FOUND PK NAIL WESTWOOD
PROFESSIONAL SERVICES |
1967 2006 ULTEIG ENGINEERS
INC. SOUTHEAST CORNER OF POWER BOX N.W. 53.9 TOP CENTER OF TEL-PED S.E. 50.5 NOBLES
COUNTY COORDINATES N = 195208.81 E = 528600.45 2018 FOUND SW COR 36 104 42 E 2649.63 SET COR OF TELE PED S
50.50 SET COR OF ELEC BOX NW
53.90 |
35-104-42 |
CENTER |
NONE |
NONE |
36-104-42 |
W 1/4 |
STONE IN 1901, IRON PIN IN 1911 (SET), IRON PIN IN 1912, STONE IN 1968 2006 LOCATED 5/8 REBAR
IN GRAVEL ROADWAY ULTEIG ENGINEERS INC. 2018 FOUND 5/8 REBAR WESTWOOD PROFESSIONAL SERVICES |
1968 2006 ULTEIG ENGINEERS
INC. X NAILED ON POER POLE N.W. 30.5 TOP, CENTER OF TEL-PED N.E. 77.6 TOP, CENTER OF TEL-PED S.E. 37.5 NOBLES COUNTY COORDINATES N = 197847.45 E = 531191.60 2018 FOUND TOP OF TELE PED SE
38.02 FOUND TOP OF TELE PED NE
77.60 TOP OF TELE PED NNE 98.94 |
36-104-42 |
SW |
STONE IN 1901, STONE IN 1912, STONE IN 1936, STAKE IN 1943, IRON PIN IN 1961, IRON PIN IN 1967 (LEAVE AS IS) 2006 LOCATED 5/8 REBAR
AT CL OF ASPHALT AND GRAVEL ROADWAYS - ULTEIG ENGINEERS INC.CORNER
CERTIFICATE 2018 FOUND 5/8 REBAR
WESTWOOD PROFESSIONAL SERVICES |
1967 2006 ULTEIG ENGINEERS
INC. STREET SIGN POST N.E. 66 X NAILED ON POWER POLE S.W. 72.9 POWER POLE N.W. 56.6 NOBLES
COUNTY COORDINATES N = 195203.60 E = 531250.26 2018 FOUND STREET SIGN NE 66.00 SET PK IN PP NW 58.83 CENTER OF MANHOLE SE 50.23 |
36-104-42 |
S 1/4 |
STONE IN 1936 |
NONE |
36-104-42 |
SE |
STONE IN 1900, STONE IN 1911, STONE IN 1923, STONE IN 1944, STONE IN 1951 (PLACED WOOD
STAKE), IRON PIN IN 1980 |
1980 |
36-104-42 |
E 1/4 |
STONE IN 1900, STONE IN 1911, STONE IN 1923, IRON PIN IN 1950 (PLACED
WOOD STAKE), IRON PIN IN 1980 |
1980 |
36-104-42 |
CENTER |
STAKE IN 1900, IRON PIN IN 1911 (SET) |
NONE |