Corner: NW
Date: APRIL 16, 1903
Located: BLUE STONE 10"x12"x18"
Depth:
Placed:
Location:
Tie 1: LARGE STONE SW. 2'
Tie 2: FE. COR. SE. 44'
Tie 3: FE. COR. SW. 37.8'
Tie 4:
Remarks:
Corner: NW
Date: NOV. 7, 1978
Located: CONC. MON. WITH "X" ON TOP
Depth: 0.3' BELOW GRADE
Placed: 1/2"x20" REBAR WITH YELLOW CAP #12967 0.5' EAST OF MON
Location: TOWNSHIP ROAD CENTERLINE INTERSECTION
Tie 1: N&D COR. FE. POST SW. 48.12'
Tie 2: N&D PP NW. 46.48'
Tie 3: N&D COR. FE. POST NW. 50.15'
Tie 4: W. 1/4 COR. OF SEC. 18 N. 2654.77'
Remarks: Martin Land Surveying
Corner Certification
Corner: NW
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST SW. 47.0'
Tie 2: TACK IN COR. FE. POST SE. 43.6'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: June 1, 2015
Located: 1/2" Iron Stake with cap #12967
Depth: 0.6' below surface
Placed:
Location: In line with centerline of intersecting roads.
Tie 1: N = 115954.270
Tie 2: E = 484995.779
Tie 3: Elev. = 1693.103
Tie 4:
Remarks: All ties are gone. These coordinates are for the iron stake, not the "X" on the monument.
Surveyor's Record Section 19
Surveyor's Record Section 13
Surveyor's Record Section 24
Surveyor's Record Section 18 |
Corner: N1/4
Date: Nov. 7, 1978
Located:
Depth:
Placed: 1/2"x20" rebar with yellow plastic cap #12967
Location: In line with north-south fence and in centerline of east-west road
Tie 1: Nail & disc in PP SW 83.28'
Tie 2: Nail & disc in fence post NW 67.04'
Tie 3: Nail & disc in corner fence post N 33.05'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date: NOV. 7, 1978
Located:
Depth:
Placed: IRON PIN WITH R.L.S. CAP ON IT
Location:
Tie 1: N&D PP SW. 83.28'
Tie 2: N&D FE. POST NE. 67.04'
Tie 3: N&D COR. FE. POST N. 33.05'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 19
Surveyor's Record Section 18 |
Corner: NE
Date: Nov. 7, 1978
Located: 7"x7"x12" granite stone with a rotted wooden hub stake next to it
Depth:
Placed: 1/2"x20" rebar with yellow plastic cap #12967 1' east of center of stone
Location: 3' north of center of intersection
Tie 1: Nail & disc in PP SW 43.39'
Tie 2: Nail & disc in corner fence post S 31.92'
Tie 3: Nail & disc in telephone ped post NE 44.42'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: NOV. 7, 1978
Located: STONE 7"x7"x12" WITH WOODEN HUB
Depth:
Placed: IRON PIN WITH R.L.S. CAP ON IT
Location: 1' E. OF CENTER STONE
Tie 1: N&D PP SW. 43.34'
Tie 2: N&D COR. FE. POST S. 31.92'
Tie 3: N&D TEL. PED. NE. 44.42'
Tie 4:
Remarks:
Surveyor's Record Section 19
Surveyor's Record Section 18
Surveyor's Record Section 17
Surveyor's Record Section 20 |
Corner: W1/4
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE POST W. ON LINE 33.0'
Tie 2: TACK IN 2ND FE. POST NW. 48.0'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: APRIL 16, 1903
Located:
Depth:
Placed: 2 STONES 6"x6"x16" TOP & 5"x5"x12' BOTTOM
Location: ON TOP OF EACH OTHER
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: June 1, 2015
Located: Nothing
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Located nothing with metal locator.
Surveyor's Record Section 19
Surveyor's Record Section 24 |
Corner: CENTER
No information.
Surveyor's Record Section 19 |
Corner: E1/4
Date: May 20, 1996
Located: 10"x12"x12" stone
Depth: Flush
Placed: 3/4"x24" rebar on north edge of stone 0.5' below the top of the stone
Location: In line with old down north-south fence & 0.5' east of north-south fence
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Meandering Corner #2
1861 Field Notes Meandering Corners
Surveyor's Record Section 19
Surveyor's Record Section 20 |
Corner: SW
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST SW. 49.7'
Tie 2: TACK IN COR. FE. POST 41.0'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: APRIL 16, 1903
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: June 19, 2017
Located: 5/8" Iron
Depth:
Placed:
Location: 3' south of centerline of road to the west and in line with fence line east and on centerline of road to the north.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SW
Date: MAY 28, 1988
Located: CONC. MON.
Depth: 6" BELOW GRADE
Placed: 1/2" REBAR
Location: N. SIDE OF MON., LEVEL WITH TOP
Tie 1: N&C FE. POST E. 36.02'
Tie 2: N&C PP SE. 46.62'
Tie 3: CHISELED "X" RCP APRON NW. 43.35'
Tie 4: CHISELED "X" RCP APRON SW. 44.05'
Remarks:
Corner: SW
Date: June 1, 2015
Located: 1/2" Rebar and Concrete Monument with "X".
Depth: 0.5" below surface.
Placed: 5/8" x 3" Rebar above the "X" in concrete monument. 0.25' below surface.
Location:
Tie 1: N = 110668.926
Tie 2: 484969.173
Tie 3: 1692.039
Tie 4:
Remarks: Ties are good. Removed 1/2" rebar that was on the North side of concrete monument and placed the 5/8" x 3" rebar directly above "X" on monument.
Surveyor's Record Section 19
Surveyor's Record Section 24
Surveyor's Record Section 25
Surveyor's Record Section 30 |
Corner: S1/4
Date: May 21, 1996
Located:
Depth:
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" down 1'
Location: In line with old fence north-south-east & in line with field division to the west
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: S1/4
Date: APRIL 16, 1903
Located: STONE AND IRON PIN 3/4"x16"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 19
Surveyor's Record Section 30 |
Corner: SE
No information.
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 20
Surveyor's Record Section 29 |
