Township:

Section:

Corner: NW
Date: Sept. 6, 1989
Located: Deteriorated Oak stake
Depth:
Placed: Mn/DOT Aluminum Capped Iron Square Monument
Location: On line with east-west fenceline & fenceline south
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: NW
Date: Nov. 19, 2009
Located: Mn/DOT Aluminum Capped Iron Monument
Depth:
Placed:
Location: On line with east-west fenceline & fenceline south
Tie 1: Iron Pin down 1.0' SW 26.50'
Tie 2: Iron Pin down 1.0' SE 23.69'
Tie 3: DBL Spike in end post S 17.24'
Tie 4:
Remarks: MNDOT LS
Corner Certification


Surveyor's Record Section 23


Surveyor's Record Section 15


Surveyor's Record Section 22


Surveyor's Record Section 14

Corner: N1/4
Date: Nov. 19, 2009
Located: Mn/DOT Aluminum Capped Iron Monument
Revised
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: N1/4
Date: Nov. 19, 2009
Located: Mn/DOT Cast Iron Monument
Depth:
Placed:
Location: At intersection of north-south & east-west fenceline
Tie 1: Iron Pin down 1.0' NW 17.23'
Tie 2: Iron Pin down 1.0' SE 24.85'
Tie 3: Iron Pin down 1.0' SW 22.65'
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: N1/4
Date: Sept. 6, 1989
Located: Pieces of wooden stake next to corner fence post
Depth:
Placed: Mn/DOT Aluminum Capped Square Iron Monument
Location: At intersection of north-south & east-west fencelines
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MNDOT LS
Corner Certification


1861 Field Notes


Surveyor's Record Section 23


Surveyor's Record Section 14

Corner: NE
Date: July 27, 2009
Located: Mn/DOT Cast Iron Monument
Depth:
Placed:
Location: 1.5' east of centerline of north-south road & in line of east-west fence
Tie 1: Copper Nail & Disc in N side of end fence post up 3.0' W 73.95'
Tie 2: Copper Nail & Disc in W side of PP up 3.0' NE 94.49'
Tie 3: Iron Pin SE 39.17'
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: NE
Date: Sept. 23, 1981
Located: 5"x6"x18" long pointed stone standing upright
Depth: 18" below surface
Placed: Cast Iron Monument above the stone 6" below the road surface
Location: 1.5' east of centerline of north-south road & on line of east-west fence
Tie 1: N&D PP NE. 96.10'
Tie 2: N&D FE POST WEST 73.95'
Tie 3: N&D FIRST FE. POST EAST OF FE. COR. EAST 41.95'
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: NE
Date: Aug. 20, 2014
Located: MnDOT Monument
Depth: 10" Deep
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Surveyor's Record Section 23


Surveyor's Record Section 14


Surveyor's Record Section 13


Surveyor's Record Section 24

Corner: W1/4
No information.


1861 Field Notes


Surveyor's Record Section 23


Surveyor's Record Section 22

Corner: CENTER
No information.


Surveyor's Record Section 23

Corner: E1/4
Date: OCT. 1, 1992
Located: NOTHING
Depth:
Placed: NOTHING
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE 6'x12'x4.5' DEEP HOLE IN CENTER OF INTERSECTION, FOUND NOTHING


Corner: E1/4
Date: Oct. 6, 2008
Located: 1"x4" wood hub, 12"x10" stone, concrete & lath
Depth: Between 4' & 5' deep
Placed: 1' Iron Pipe with yellow plastic survey cap #23008 over top of stone
Location: At center of intersection
Tie 1: Mag Nail in S end of CMP SW 46.32'
Tie 2: Mag Nail in N end of CMP NW 45.53'
Tie 3: Top Center of telephone ped SE 41.35'
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification


1861 Field Notes


Surveyor's Record Section 23


Surveyor's Record Section 24

Corner: SW
Date: Aug. 2, 2010
Located:
Depth:
Placed: 1" pipe with seal #43844
Location:
Tie 1: Nail & survey marker in fence post E 34.80'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


Surveyor's Record Section 23


Surveyor's Record Section 22


Surveyor's Record Section 27


Surveyor's Record Section 26

Corner: S1/4
No information.


1861 Field Notes


Surveyor's Record Section 23


Surveyor's Record Section 26

Corner: SE
No information.


Surveyor's Record Section 23


Surveyor's Record Section 26


Surveyor's Record Section 24


Surveyor's Record Section 25

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