Corner: NW
Date: MAY 13, 1899
Located: STONE AND STAKE, STONE 10"x20"x24" ON LINE
Depth:
Placed:
Location:
Tie 1: FE COR. SW 39.0'
Tie 2: FE COR. NW 39.4'
Tie 3: FE COR. NE 39.2'
Tie 4: FE COR. S 41.4' ON LINE
Remarks:
Corner: NW
Date: APR. 3, 1991
Located: STEEL PIN
Depth: 4" BELOW GRADE
Placed: 1/2"x8" REBAR, APRIL 8, 1992
Location: ABOVE STEEL PIN
Tie 1: 3/8" REBAR NE. 54.28'
Tie 2: 3/8" REBAR NW. 58.22'
Tie 3: 3/8" REBAR SE. 63.87'
Tie 4:
Remarks:
Corner: NW
Date: 1963
Located: FIELD STONE
Depth: 4" BELOW GRADE
Placed: STEEL PIN IN 1967
Location: ABOVE STONE 3" BELOW GRADE
Tie 1: N&C TP. NW. 63.20'
Tie 2: 2x2 HUB SW. 75.90'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Nov. 17, 1998
Located: 5/8" iron stake
Depth: At road surface
Placed:
Location:
Tie 1: Top center of telephone ped NE 119.30'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 8
Surveyor?s Record Section 6
Surveyor?s Record Section 7
Surveyor?s Record Section 5 |
Corner: N1/4
Date: 1967
Located: FIELD STONE
Depth: 3" BELOW ROAD GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: HUB IN FE. LINE N. 100'
Tie 2: HUB SW. 78.7'
Tie 3: TOP EDGE OF CONC. APRON NW. 53.1'
Tie 4:
Remarks:
Corner: N1/4
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN BLAZED WILLOW TREE SW. 41.1'
Tie 2: TACK IN COR. FE. POST N. ON LINE 33.1'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: APR. 3, 1991
Located: STEEL PIN
Depth: 0.3' BELOW GRADE
Placed: 1/2"x8" REBAR 4-8-92
Location: ABOVE STEEL PIN
Tie 1: 3/8" REBAR SE. 33.04'
Tie 2: 3/8" REBAR SW. 36.90'
Tie 3: TOP EDGE CONCRETE APRON NW. 53.22'
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 5 |
Corner: NE
Date: APRIL 2, 1991
Located: STEEL PIN
Depth: 5" BELOW GRADE
Placed: 1/2"x8" REBAR APRIL 8, 1992
Location: ABOVE STEEL PIN 3" BELOW GRADE
Tie 1: N&C PP NE. 60.53'
Tie 2: "X" TOP TEL. RISER NW. 58.60'
Tie 3: 3/8" REBAR SW. 58.54'
Tie 4:
Remarks:
Corner: NE
Date: 1967
Located: FIELD STONE
Depth:
Placed: STEEL PIN
Location: ABOVE FIELD STONE 3" BELOW GRADE
Tie 1: N&C PP NE. 60.4'
Tie 2: N&C TP NW. 70.4'
Tie 3: N&C TP SW. 68.3'
Tie 4:
Remarks:
Surveyor?s Record Section 8
Surveyor?s Record Section 5
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |
Corner: W1/4
Date: OCT. 23, 1979
Located: LATH
Depth: 8" BELOW GRADE
Placed: 24" IRON BOLT
Location: 3" BELOW GRADE
Tie 1: N&C 1ST WOOD FE. POST W. 48.72'
Tie 2: 2"x2" HUB ON 33' R/W LINE NW. 46.87'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 7 |
Corner: CENTER
Date: JUNE 20, 1899
Located:
Depth:
Placed: STONE 12"x16"x22"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 8 |
Corner: E1/4
Date: JUNE 19,1899
Located: 8"x10"x18" STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST E. ON LINE 40.2'
Tie 2: TACK IN COR. POST W. ON LINE 40.2'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: Oct. 31, 2011
Located: 3/8" iron pipe
Depth:
Placed:
Location: in line with fences to the east and west
Tie 1: Nail and bottle cap in PP SE 64.32'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: March 21, 2000
Located:
Depth:
Placed: 3/8" REBAR
Location: 0.2' BELOW GRADE
Tie 1: N&C PP SE. 64.32'
Tie 2: REBARS WEST 96.91', 194.41' & 298.52'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: June 29, 2015
Located: 3/8" Iron Stake
Depth: 0.4' below surface.
Placed:
Location: 1.0' West of centerline of North-South road and in line with East fence.
Tie 1: N = 218951.702
Tie 2: E = 558605.156
Tie 3: Elev. = 1408.169
Tie 4:
Remarks: Tie in PP SE 64.32' is there.
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 9 |
Corner: SW
Date: OCT. 19, 1979
Located: FOUND NOTHING
Depth:
Placed: 2"x2" HUB WITH NAIL
Location: GRAVEL SURFACE
Tie 1: N&C COTTONWOOD TREE SE. 29.50'. GONE AFTER REGRADE.
Tie 2: N&C BOX ELDER TREE NE. 58.97'. GONE AFTER REGRADE.
Tie 3:
Tie 4:
Remarks: DUG 6"x6"x4" HOLE FROM CHAINAGE N. AND E.
Surveyor?s Record Section 8
Surveyor?s Record Section 7
Surveyor?s Record Section 18
Surveyor?s Record Section 17 |
Corner: S1/4
Date:
Located: FIELD STONE
Depth: 2' BELOW GRADE
Placed: 1/2"x18" IRON PIN
Location: ABOVE STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 17 |
Corner: SE
Date: JUNE 19, 1899
Located: 8"x10"x32" STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST NE. 48.7'
Tie 2: TACK IN COR POST SE. 48.3'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: July 28, 2009
Located: 8"x10"x32" Broken Stone
Depth: 7.3' Down
Placed: 3/4"x24" Rebar with plastic cap stamped "MN DNR LS 17003"
Location: 0.4' Below Surface Over Stone
Tie 1: Nail and bottle cap in face of PP NE 60.53' (2000 Tie)
Tie 2: Chiseled X in top of 18" RCP Apron SW 56.36' (2000 Tie)
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP E/NE 60.15'
Tie 2: "X" IN RCP CULVERT W/SW 56.7'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: June 29, 2015
Located: Iron Stake with DNR cap.
Depth: 0.3' below surface.
Placed:
Location: 3' West of centerline of North-South road and in line with centerline of East-West road.
Tie 1: N = 216308.393
Tie 2: E = 558608.670
Tie 3: Elev. = 1411.462
Tie 4:
Remarks: DNR ties from 2009 are good.
Surveyor?s Record Section 8
Surveyor?s Record Section 17
Surveyor?s Record Section 9
Surveyor?s Record Section 16 |
