Township:

Section:

Corner: NW
Date: APRIL 1971
Located:
Depth:
Placed: NAIL (ASSUMED)
Location: CENTERLINE OF MAT
Tie 1: N&C COR. FE. POST NE. 58.65'
Tie 2: N&C COR. FE. POST SE. 62.14'
Tie 3: N&C COR. FE. POST SW. 60.68'
Tie 4:
Remarks: SOUNDED & FOUND NOTHING, ALL TIES WERE MISSING EXCEPT 1 ON JUNE 26, 1997


Surveyor's Record Section 14


Surveyor's Record Section 10


Surveyor's Record Section 15


Surveyor's Record Section 11

Corner: N1/4
No information.


1861 Field Notes


Surveyor's Record Section 14


Surveyor's Record Section 11

Corner: NE
No information.


Surveyor's Record Section 14


Surveyor's Record Section 11


Surveyor's Record Section 12


Surveyor's Record Section 13

Corner: W1/4
Date: Sept. 14, 1992
Located: 1/2" iron rod
Depth: Flush
Placed:
Location: 1.8' west of centerline of north-south road & in line with fence east-west
Tie 1: Punched hole in S end of CMP SW 34.43'
Tie 2: Punched hole in N end of CMP NW 34.00'
Tie 3: Nail & DNR Disc in S side of PP up 3' E 49.28'
Tie 4:
Remarks: MN DNR LS
Corner Certification


Corner: W1/4
Date: APRIL 1971
Located: 2"x2" HUB W. OF CENTERLINE OF MAT (LIKELY AN ASSUMED COR. FOR GRADING ALIGNMENT YEAR 1953)
Depth: 14" BELOW MAT
Placed: 3'4"x10" REBAR PLACED NAIL IN MAT
Location: ABOVE 2"x2"
Tie 1: N&C PP E. 49.10'
Tie 2: STEEL PIN NE. 28.14'
Tie 3: CHISELED "X" CULV. END SW. 34.57'
Tie 4:
Remarks: SOUNDED AND PLACED P.K. NAIL JUNE 26, 1997.


Corner: W1/4
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1.5' west of Centerline on County Road 29.
Tie 1: Northing- 118580.593
Tie 2: Easting- 474356.699, Elevation- 1691.474
Tie 3:
Tie 4:
Remarks:


1861 Field Notes


Surveyor's Record Section 14


Surveyor's Record Section 15

Corner: CENTER
Date: MAY 2, 1901
Located: STONE 14"x16"x24"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Surveyor's Record Section 14

Corner: E1/4
Date: MAY 2, 1901
Located: STONE 10"x12"x20"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


1861 Field Notes


Surveyor's Record Section 14


Surveyor's Record Section 13

Corner: SW
Date: OCT. 9, 2003
Located: PK NAIL
Depth: At surface
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SW
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- 115992.360
Tie 2: Easting- 474372.161 , Elevation- 1686.995
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: APRIL 1971
Located: FIELD STONE
Depth: 1.1' BELOW GRADE
Placed: 1/4"x12" REBAR
Location: ABOVE STONE
Tie 1: N&C PP SE. 56.80'
Tie 2: N&C COR. POST SW. 68.96'
Tie 3: N&C COR. POST NW. 61.63'
Tie 4: N&C PP NE. 64.92'
Remarks: PLACED P.K. NAIL JUNE 10, 1997


Corner: SW
Date: Sept. 14, 1992
Located: 1/2" iron rod
Depth: Flush
Placed:
Location: 0.7' west of centerline of north-south road
Tie 1: Punched hole in N end of CMP NE 36.98'
Tie 2: Punched hole in S end of CMP SE 38.42'
Tie 3: Nail & DNR Disc in NW side of telephone ped post up 1' SW 69.65'
Tie 4:
Remarks: MN DNR LS
Corner Certification


Surveyor's Record Section 14


Surveyor's Record Section 15


Surveyor's Record Section 22


Surveyor's Record Section 23

Corner: S1/4
Date: MAY 2, 1901
Located: STONE 24"x24"x40"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: S1/4
Date: Sept. 5, 2012
Located: Zieke Land Surveying Pin, # 28003
Depth: 6" Down
Placed:
Location: 1' South of Centerline
Tie 1: Northing = 115979.713
Tie 2: Easting = 477037.854
Tie 3: Elev. = 1699.381
Tie 4:
Remarks:


Corner: S1/4
Date: OCT. 9, 2003
Located:
Depth:
Placed: 1" PIPE W/ CAP NO. 23008
Location: OVER STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


1861 Field Notes


Surveyor's Record Section 14


Surveyor's Record Section 23

Corner: SE
Date: MAY 2, 1901
Located: STONE 10"x12"x20"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Surveyor's Record Section 14


Surveyor's Record Section 23


Surveyor's Record Section 13


Surveyor's Record Section 24

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