Township:

Section:

Corner: NW
Date: 1969
Located: IRON PIN
Depth: IN MAT
Placed:
Location:
Tie 1: "X" ON CULV. NUT NW. 47.65'
Tie 2: "X" ON CULV. NUT SW. 48.45'
Tie 3:
Tie 4:
Remarks:


Corner: NW
Date: Sept. 14, 1992
Located: 1/2" iron rod
Depth: Flush
Placed:
Location: 1' east of centerline of north-south road
Tie 1: Punched hole in N end of CMP NW 47.07'
Tie 2: Punched hole in N end of RCP NE 44.02'
Tie 3: Punched hole in S end of RCP SE 46.02'
Tie 4: Punched hole in S end of CMP SW 48.57'
Remarks: MN DNR LS
Corner Certification


Corner: NW
Date: APRIL 1971
Located: 2"x2" HUB (ASSUMED)
Depth: 18" BELOW MAT
Placed: 15" STEEL FE. POST
Location: 3" BELOW MAT, ABOVE 2"x2" HUB
Tie 1: N&C GATE POST NE. 88.05'
Tie 2: "WEDGE CUT" S. END CMP. SE. 40.55'
Tie 3: N&C STOP SIGN POST SW. 47.40'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 10, 1997.


Corner: NW
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1' East of Centerline on County Road 29.
Tie 1: Northing- 110703.777
Tie 2: Easting- 474346.106, Elevation- 1702.913
Tie 3:
Tie 4:
Remarks:


Surveyor's Record Section 26


Surveyor's Record Section 22


Surveyor's Record Section 27


Surveyor's Record Section 23

Corner: N1/4
Date: OCT. 9, 2003
Located:
Depth:
Placed: 1" PIPE W/ CAP 23008
Location: OVER CORNER MONUMENT
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: N1/4
Date: JUNE 7, 1973
Located: CONC. MON.
Depth: 6" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: CHISELED "X" S. END CULV. SW. 42.20'
Tie 2: CHISELED "X" N. END CULV. NW. 46.37'
Tie 3:
Tie 4:
Remarks:


Corner: N1/4
Date: July 17, 2018
Located: Nothing
Depth:
Placed: Survey Spike with seal #43844
Location: On centerline of east-west road and in line with fence to the north and the field line to the south.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


1861 Field Notes


Surveyor's Record Section 26


Surveyor's Record Section 23

Corner: NE
Date: JUNE 7, 1973
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: 5" BELOW GRADE
Tie 1: N&C PP SE. 58.60'
Tie 2: STEEL PIN CENTERLINE TWP. ROAD S. 200'
Tie 3:
Tie 4:
Remarks:


Corner: NE
Date: July 17, 2018
Located: Nothing
Depth:
Placed: Survey Spike with seal #43844
Location: On centerline of east-west road and centerline of north-south road.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


Corner: NE
Date: Sept. 8, 2012
Located: 1/2" Rebar
Depth: 5" Down
Placed:
Location: Centerline
Tie 1: Northing = 110678.871
Tie 2: Easting = 479700.292
Tie 3: Elev. = 1707.136
Tie 4:
Remarks: Bent over, Shot at the Base of Pin.


Surveyor's Record Section 26


Surveyor's Record Section 23


Surveyor's Record Section 24


Surveyor's Record Section 25

Corner: W1/4
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1' East of Centerline on County Road 29
Tie 1: Northing- 108059.216
Tie 2: Easting- 474354.515, Elevation- 1711.014
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: APRIL 1971
Located: FIELD STONE
Depth: 3.9' BELOW GRADE
Placed: 24" LONG STEEL FE. POST
Location: ABOVE 2"x2" HUB, FIELD STONE
Tie 1: N&C BRACE POST NW. 63.87'
Tie 2: N&C PP W. 49.89'
Tie 3: N&C END BRACE POST SE. 54.82'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997


1861 Field Notes


Surveyor's Record Section 26


Surveyor's Record Section 27

Corner: CENTER
No information.


Surveyor's Record Section 26

Corner: E1/4
Date: Aug. 6, 2018
Located: Nothing
Depth:
Placed: 5/8" iron with seal #43844
Location: On centerline of north-south road and with fence to the west.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


1861 Field Notes


Surveyor's Record Section 26


Surveyor's Record Section 25

Corner: SW
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' East of Centerline on County Road 29.
Tie 1: Northing- 105411.269
Tie 2: Easting- 474363.334, Elevation- 1732.234
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: AUG. 10, 2006
Located:
Depth:
Placed: 1/2" PIPE L.S. 42604 0.4' DEEP
Location: CENTERLINE OF THE ROAD
Tie 1: P.K. IN POST. NW 32.43'
Tie 2: P.K. IN POST. NE 43.15'
Tie 3: WITNESS CORNER. SW 32.57'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: SW
Date: 1970
Located: FIELD STONE
Depth: 14" BELOW GRADE
Placed: 3/4"x12" REBAR
Location: ABOVE STONE
Tie 1: N&C PP SW. 60.76'
Tie 2: N&C PP NW. 57.66'
Tie 3: N&C COR POST NE. 60.97'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997.


Corner: SW
Date: May 16, 2019
Located: Mag Nail
Depth: At the surface of the asphalt.
Placed:
Location: On Centerline of CSAH 29.
Tie 1: Nail & Bottle cap in southeast face of wood post NW 57.96'
Tie 2: Nail & Bottle cap in southwest face of wood post NE 61.54'
Tie 3: 5/8" Rebar SE 64.11'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 26


Surveyor's Record Section 27


Surveyor's Record Section 34


Surveyor's Record Section 35

Corner: S1/4
Date: July 28, 2015
Located: 1/2" Rebar with yellow cap stamped " Martin 1267"
Depth: 11" Below Surface
Placed:
Location: 2' north of centerline of east-west road and falls in line with fences north and south
Tie 1: Nail with yellow plastic survey disk and shiner E. side of wood fence post NW 47.89'
Tie 2: Nail with yellow plastic survey disk and shiner S. side of wood fence post N 37.23'
Tie 3: Nail with yellow plastic survey disk and shiner top of wood fence post S 44.50'
Tie 4:
Remarks: Tim M. Laleman
Corner Certification


Corner: S1/4
Date: May 16, 2019
Located: Rebar with cap stamped Martin LS 12967
Depth: Below the gravel surface 0.1'
Placed:
Location: 0.5' South of the E-W centerline and is on the fence line running N-S.
Tie 1: 3/8" Rebar SE 38.44'
Tie 2: Survey disk with nail in the top post S 44.40'
Tie 3: Survey disk with nail in the top post N 37.42'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1861 Field Notes


Surveyor's Record Section 26


Surveyor's Record Section 35

Corner: SE
Date: April 23, 2018
Located: 8"x8"x10" Stone
Depth:
Placed: 5/8" iron with seal #43844 over stone
Location: Center of intersection of east-west road and north-south road.
Tie 1: Nail and bottle cap in tel ped post NW 46.55'
Tie 2: Nail and bottle cap in old corner fence post SE 47.65'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


Corner: SE
Date: May 16,2019
Located: Capped rebar stamped "Bueltel LS 43844"
Depth: Below the gravel surface 0.9'
Placed:
Location: In the Center of the intersection.
Tie 1: Wood post NW 46.63'
Tie 2: Mag Nail in the North face of the power pole SE 72.92'
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 26


Surveyor's Record Section 35


Surveyor's Record Section 25


Surveyor's Record Section 36

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