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.

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

 

2018 FOUND 5/8” REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

N&D IN COR FE POST     E.  29.30'
N&D IN PP     S.W.  65.53'

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'
N&D IN PP     N.E.  43.96'

1-104-42

S 1/4

NONE

 

2018 PLACED #4 CAPPED REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

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
N&D IN BRACE POLE     N.W.  84.95'
N&D IN PP     N.E.  48.85'
N&D IN COR FE POST     S.E.  51.82'

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
N&D IN FE POST     W.  51.35'
FACE OF STL POST     N.E.  56.52'
N&D IN PP     N.W.  68.97'
N&D IN COR FE POST     E.  50.55'

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

CORNER CERTIFICATE

 

 

1980
HUB     N.E.  38.70'
HUB     N.W.  37.65'
BOTTOM BOLT ON SIGN POST     E.  32.50'

 

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)

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)

CORNER CERIFICATE

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)

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

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

 

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)

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

CORNER CERTIFICATE

1980
N&D IN TREE     N.W.  46.35'
SW COR CEMENT SLAB UNDER HIGH VOLT BOX     N.E.  83.05'
NORTH POST OF SIGN     E.  01.50'

 

2018

MAG IN CMP - NW 94.57’
SW COR ELEC BOX – NE 84.02'
SIGN POST – E 1.71'

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)

CORNER CERTIFICATE

1996
2x2 HUB     N.E.  51.98'
2X2 HUB     S.E.  51.16'
2X2 HUB     W.S.W.  47.63'
2X2 HUB     N.W.  56.15'
NAIL IN CMP FE ENT     W.S.W.  34.50'
NAIL IN CMP FE ENT     N.W.  44.90'

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

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  56.62'
TOP BOLT STOP SIGN     N.E.  55.20'
BOTTOM BOLT SOUTH POST MIN MAIN SIGN     S.E.  54.35'

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)

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)

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)

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.

CORNER CERTIFICATE

 

2018 FOUND ½” REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

 

1979
N&D IN FE POST     E.  33.30'
N&D IN FE POST     W.  33.57'
N&D IN FE POST     N.W.  44.84'

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.

CORNER CERTIFICATE

1979
N&D IN COR FE POST     N.E.  47.97'
N&D IN COR FE POST     S.W.  64.46'
N&D IN COR FE POST     S.E.  61.78'
N&D IN COR FE POST     N.W.  62.23'

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)

CORNER CERTIFICATE

 

2018 PLACED #4 CAPPED REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

 

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)

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)

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)

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)

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
N&D IN COR FE POST     N.W.  97.30'
N&D IN PP     S.E.  76.68'
N&D IN COR FE POST     N.E.  76.65'

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

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1996
TOP FRONT FACE STL POST     W.  51.68'
TOP STL FE POST     E.  51.02'
N&D IN TOP BRACE P     S.E.  57.07'

 

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

CORNER CERTIFICATE

1996
N&D IN PP     S.W.  58.64'
N&D IN PP     S.E.  58.30'
TOP COR STL FE POST     N.E.  62.22'

 

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

CORNER CERTIFICATE

 

 

1979
STL COR POST     N.  31.97'
N&D IN COR FE POST     S.  52.22'

 

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.

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1979
N&D IN PP     S.W.  46.69'
N&D IN PP     S.E.  42.98'

 

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.

CORNER CERTIFICATE

 

2018 FOUND BENT REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

 

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.

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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
N&D IN COR FE POST     N.W.  75.35'
N&D IN PP     N.E.  46.22'
N&D IN PP BRACE POLE     N.E.  78.89'
(TRUE COR IS APPROX 17' EAST OF CL CSAH 13)

12-104-42

E 1/4

STAKE IN 1950,

STAKE IN 1960,

IRON PIN IN 1980

1980
N&D IN GATE POST     N.E.  57.95'
N&D IN PP     S.E.  53.00'
FACE OF STL FE POST     S.W.  57.70'
N&D IN BRACE POST     N.W.  49.80'

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

 

2018 FOUND PK NAIL – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

1996
N&D IN PP     N.E.  58.83'
"X" IN CL CONC CULV     S.W.  54.58'
"X" IN CL CONC CULV     N.W.  58.73'

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

CORNER CERTIFICATE

1996
N&D IN FE POST     S.  52.91'
FACE OF R/W POST     N.  49.84'

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
N&D ON TOP COR FE POST     S.W.  60.55'
N&D ON TOP BR P     S.E.  78.49'
N&D IN TP     N.W.  59.90'
(TRUE COR IS 3.7' WEST OF THIS POINT)

13-104-42

E 1/4

IRON PIN IN 1950,

IRON PIN IN 1960,

IRON PIN IN 1980

1980
N&D IN FE POST     N.E.  39.46'
N&D IN COR FE POST     E.  33.17'
N&D IN PP     S.E.  97.23'
(TRUE COR IS 3.4' EAST OF MAT)

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.

CORNER CERTIFICATE

 

2018 SET CAPPED REBAR – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1996
N&D IN PP N.W. 59.07'
"X" IN CL APRON CONC     S.E.  52.04'
"X" IN CL APRON CONC     N.E.  54.77'

 

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

CORNER CERTIFICATE

 

2018 FOUND PK NAIL – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

1996
NAIL IN FE ENT PIPE     S.W.  42.40'
NAIL IN FE ENT PIPE     S.E.  55.03'
TOP BOLT R/W SIGN     N.E.  70.75'

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

CORNER CERTIFICATE

1996
2X2 HUB TO     N.W.  30.08'
N&D IN TOP COR FE POST     E.  51.40'
2X2 HUB TO     S.W.  32.68'
N&D IN TREE TO     S.E.  74.49'
NAIL CMP ENT PIPE     N.E.  39.95'

 

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

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  69.48'
TOP BOLT IN STOP SIGN     S.W.  56.00'
TOP OF UGTCM     N.E.  69.80'

 

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

CORNER CERTIFICATE

1996
NAIL IN FE ENT PIPE     S.E.  66.30'
NAIL IN FE ENT PIPE     N.E.  68.45'
NAIL IN FE ENT PIPE     N.W.  38.20'

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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)

CORNER CERTIFICATE

 

2018 FOUND SURVEY SPIKE – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

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)

CORNER CERTIFICATE

N&D IN COR FE POST     S.  33.30'
N&D IN GATE POST     N.E.  42.55'
N&D IN COR FE POST     N.  34.05'
TOP OF STL FE POST     N.W.  43.62'

 

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

CORNER CERTIFICATE

 

2018 FOUND PK NAIL – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

1996
N&D IN PP     N.E.  66.78'
NAIL IN FE ENT PIPE     N.W.  42.45'
TOP BOLT R/W SIGN     S.  50.08'

 

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)

CORNER CERTIFICATE

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)

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  77.00'
NAIL IN TWP RD PIPE     S.W.  70.65'
NAIL IN TWP RD PIPE     S.E.  69.35'

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

CORNER CERTIFICATE

1996
N&D TOP FE P     S.  50.95'
N&D IN PP     N.  77.80'
TOP OF 3rd STL FE P     S.W.  49.05'

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  59.78'
BOTTOM BOLT YIELD SIGN     S.E.  57.17'

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

CORNER CERTIFICATE

1996
NAIL IN FE ENT PIPE     S.W.  50.75'
NAIL IN FE ENT PIPE     S.E.  49.55'
N&D IN PP     N.W.  73.55'

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

CORNER CERTIFICATE

1996
N&D IN COR POST     E.  51.49'
N&D IN UGTCM POST     S.E.  55.29'
N&D IN FE POST     W.  50.15'

 

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

CORNER CERTIFICATE

1996
N&D IN PP     S.W.  75.14'
N&D IN PP     N.E.  78.43'
N&D IN PP     N.W.  69.85'

 

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

CORNER CERTIFICATE

1963
N&D IN PP     N.E.  30.65'
N&D IN FE POST     N.W.  34.95'
TOP STL FE POST     S.E.  39.65'
TOP STL FE POST     S.W.  35.50'

 

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.

 

CONER CERTIFICATE

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.

corner certificate

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)

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.

CORNER CERTIFICATE

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

CORNER CERTIFICATE

 

2018 FOUND IRON PIPE CAPPED – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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
N&D IN PP     N.E.  106.35'
N&D IN PP     S.E.  101.10'
TOP OF UGTCM     S.E.  65.13'

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.

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  56.05'
TOP BOLT YIELD SIGN     S.W.  40.50'
TOP BOLT YIELD SIGN     N.E.  42.37'

 

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

CORNER CERTIFICATE

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
N&D IN PP     S.W.  71.94'
N&D IN PP     N.W.  72.79'
N&D IN COR FE POST     N.E.  67.12'

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.

CORNER CERTIFICATE

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 (4”DEEP) ON FEB 15, 2000 – MADSEN LAND SURVEYING

2006 – LOCATED 1” IRON PIPE AT INTERSECTION OF ROADWAYS – ULTEIG ENGINEERS INC.

CORNER CERTIFICATE

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.

CORNER CERTIFICATE

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. 

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

CORNER CERTIFICATE

1996
N&D IN PP     S.W.  83.98'
N&D IN COR FE POST     W.  50.54'
N&D IN COR FE POST     S.E.  61.13'
N&D IN ST. KILIAN SIGN'S WEST POST     E.N.E.  53.02'

 

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

CORNER CERTIFICATE

1996
N&D IN PP     N.W.  59.35'
N&D IN PP     N.E.  62.00'
N&D IN COR FE POST     S.E.  54.56'

 

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1996
BC IN FE POST     N.W.  43.57'
BC IN COR FE POST     W.  32.75'
BC IN COR FE POST     E.  43.76'

 

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

CORNER CERTIFICATE

1997
BC IN PP     N.W.  59.78'
BC IN COR FE POST     S.W.  147.50'
YIELD SIGN POST     S.E.  57.23'
BC IN COR FE POST     N.E.  57.76'
N. POST OF MIN. MAIN. SIGN     S.E.  81.79'

 

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

CORNER CERTIFICATE

1997
BC 2nd POST WEST OF GATE POST     S.W.  34.38'
BC IN TOP OF POST     S.S.E.  43.15'
BC IN TOP OF POST     E.S.E.  65.13'

 

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

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

CORNER CERTIFICATE

1967
N&D IN COR FE POST     N.W.  77.60'
N&D IN TOP COR FE POST     N.E.  74.69'
N&D IN PP     S.E.  49.24'
N&D TOP GATE POST     S.W.  43.43'

 

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
N&D IN BR. P.     S.S.W.  07.85'
N&D IN COR FE P.     N.N.W.  04.70'
N&D IN PP     N.E.  09.70'

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

CORNER CERTIFICATE

N&D IN FE POST     W.  32.05'
N&D IN FE POST     S.W.  35.59'
N&D IN FE POST     E.  32.79'

 

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

CORNER CERTIFICATE

1979
N&D IN TOP COR FE POST     S.W.  68.31'
TOP CULV MARKER POST     N.E.  34.93'
TOP CULV MARKER POST     N.W.  46.21'

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

CORNER CERTIFICATE

1967
N&D IN TOP FE POST     N.E.  47.81'
TOP 2nd STL FE POST     N.W.  69.58'
N&D IN FE POST     S.S.E.  64.47'

 

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

CORNER CERTIFICATE

1980
N&D IN TOP COR FE POST     S.E.  81.20'
N&D IN PP     N.W.  58.24'
N&D IN PP     N.E.  57.68'

 

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

CORNER CERTIFICATE

1967
TOP 2nd STL FE POST     N.W.  81.50'
N&D IN FE POST     N.E.  75.05'
N&D IN GATE POST     S.E.  49.60'
TOP 4th STL FE POST     S.W.  52.60'

 

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
N&D IN TOP COR FE POST     S.E.  62.90'
N&D IN COR FE POST     S.W.  68.40'
N&D IN PP     N.W.  57.25'

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

CORNER CERTIFICATE

1967
TOP 2nd STL FE POST     S.E.  79.15'
N&D TOP FE POST     N.W.  55.85'
TOP 1st STL FE POST     N.E.  65.70'
TOP 2nd STL FE POST     S.W.  79.85'

 

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.

CORNER CERTIFICATE

 

2018 FOUND 5/8” REBAR  – WESTWOOD PROFESSIONAL SERVICES

CORNER CERTIFICATE

1968
N&D IN TP     S.E.  36.22'
N&D IN PP     W.  26.20'
CENTER N. RAIL     76.70'

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

CORNER CERTIFICATE

1967
N&D IN PP     N.W.  57.35'
N&D IN PP     S.W.  73.50'
N&D IN TP     S.E.  77.03'

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
N&D IN PP     N.W.  111.98'
N&D IN PP     S.W.  70.00'
N&D IN PINE TREE     S.E.  96.37'

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
SPK IN FE POST     S.E.  59.15'
SPK IN PP     S.W.  71.28'
SPK IN COR FE POST     W.  50.58'

36-104-42

CENTER

STAKE IN 1900,

IRON PIN IN 1911 (SET)

NONE