Corner: NW
No information.
Surveyor's Record Section 7
Surveyor's Record Section 6 |
Corner: N1/4
Date: June 23, 2016
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: Sept. 23, 1999
Located: Field stone with 5/8"x20" smooth iron next to it
Depth:
Placed: 5/8" iron with seal #11943 at surface
Location:
Tie 1: Nail & seal in 20" Ash Tree NE 47.35'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 6 |
Corner: NE
Date: OCT. 25, 1901
Located:
Depth:
Placed: GOV. MOUND, STAKE, PITS AND STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: GOV. STAKE MARKED BY PREVIOUS SURVEY. J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: NE
Date: March 23, 2006
Located: Nail
Depth:
Placed: 5/8" rebar with cap #44563
Location: Intersection of centerline of gravel roads
Tie 1: Top center of telephone ped NW 61.0'
Tie 2: Nails Xed in PP NE 38.9'
Tie 3: Top NW corner of power box SW 48.4'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: NE
Date: June 23, 2016
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 7
Surveyor's Record Section 6
Surveyor's Record Section 5
Surveyor's Record Section 8 |
Corner: W1/4
Date: OCT. 20, 1901
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: STAKE EST. BY PIPESTONE
Surveyor's Record Section 7 |
Corner: CENTER
Date: OCT. 20, 1901
Located:
Depth:
Placed: STONE 8"x10"x12" AND MOUND HARD GREY
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 7 |
Corner: E1/4
Date: OCT. 26, 1901
Located:
Depth:
Placed: GOV. MOUND STAKE PITS AND STONE
Location:
Tie 1: FENCE POST NE. 36'
Tie 2: FE. POST SE. 34.5'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: DEC. 15, 1998
Located: SHATTERED ROCK
Depth: 3.1' DEEP
Placed: 1" IRON PIPE W/ CAP NO 23008,
Location: OVER TOP OF STONE TO WEST. CENTER LINE TWP. RD. AND 1.5' NORTH OF WEST FENCE.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1866 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 8 |
Corner: SW
Date: March 23, 2006
Located: PK Nail
Depth:
Placed:
Location: On centerline of north-south road and 18' north of centerline TH 30
Tie 1: Stop sign NW 33.0'
Tie 2: Street sign NE 45.2'
Tie 3: Stop sign SE 64.7'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: OCT. 20, 1901
Located:
Depth:
Placed: STONE 10"x14"x20"
Location: IN GRADE
Tie 1: FE. COR. NE. 46.5'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 7
Surveyor's Record Section 18 |
Corner: S1/4
Date: March 23, 2006
Located: Field stone 5"x8" flat topped
Depth: 8" deep
Placed:
Location: Centerline of TH 30 and 2' west of fence to the south
Tie 1: Steel Post sign N/NE 70.9'
Tie 2: Top center of telephone ped SE 71.3'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: S1/4
Date: OCT. 20, 1901
Located:
Depth:
Placed: STONE 10"x14"x20"
Location: IN GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 18 |
Corner: SE
Date: OCT. 26, 1902
Located:
Depth:
Placed: STAKE MOUND AND PITS, SMALL LINE STONES BOTTOM STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: FEB. 14, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: DEC. 15, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: 17' SOUTH OF TH. 30 CENTER LINE AS PER MnDOT PLANS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: March 22, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location: On centerline of north-south road & 16' south of centerline of TH 30
Tie 1: Stop sign NW 62.9'
Tie 2: Street sign NE 68.3'
Tie 3: Stop sign SE 33.3'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 8
Surveyor's Record Section 17 |
