Corner: NW Date: SEPT. 10, 2008 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NW Date: July 15, 2014 Located: Iron Monument Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NW Date: May 23, 2012 Located: Iron Monument Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 28
Surveyor's Record Section 20
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Surveyor's Record Section 21 |
Corner: N1/4 Date: 1934 Located: STONE Depth: Placed: Location: Tie 1: TACK IN COR. FE. POST S. 33.5' Tie 2: TACK IN COR. FE. POST SW. 50.2' Tie 3: Tie 4: Remarks: F. A. March Located Stone Monument as Per Surveyor Record Book.
Corner: N1/4 Date: OCT. 15, 1897 Located: STONE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: N1/4 Date: OCT. 31, 1990 Located: Field stone with 1/2" pipe on top Depth: 30' down Placed: 1 1/4" pipe with seal on top of stone level with road surface Location: Tie 1: Nail & seal in corner fence post N 37.18' Tie 2: Nail & seal in corner fence post S 33.22' Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
Corner: N1/4 Date: MAY 9, 2012 Located: Iron Pin with Cap No. 11943 Depth: DOWN 10" Placed: Location: CENTERLINE OF ROAD Tie 1: N = 142254.381 Tie 2: E = 529987.038 Tie 3: ELEV. = 1546.134 Tie 4: Remarks: TIES NO GOOD.
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 21 |
Corner: NE Date: Located: FIELD STONE Depth: 2.6' BELOW GRADE Placed: STEEL PIN Location: ABOVE STONE Tie 1: N&C COR. POST SW. 61.83' Tie 2: N&C PP SE. 76.74' Tie 3: N&C COR. POST NE. 68.10' Tie 4: Remarks: PLACED P.K. NAIL JUNE 24, 1997
Corner: NE Date: Sept. 21, 2015 Located: Depth: Top of Asphalt Placed: Placed Mag nail after 2015 overlays Location: On Centerline of County Road 38. Tie 1: Northing- 142240.225 Tie 2: Easting- 532654.642, Elevation- 1544.477 Tie 3: Tie 4: Remarks:
Corner: NE Date: Located: Depth: Placed: STONE Location: Tie 1: N&C TP NW. 90.8' Tie 2: TACK IN TP SW. 81.3' Tie 3: Tie 4: Remarks:
Corner: NE Date: JUNE 29, 2007 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 28
Surveyor's Record Section 21
Surveyor's Record Section 22
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Corner: W1/4 Date: OCT. 22, 1901 Located: Depth: Placed: GREY STONE 10"x16"x16" Location: IN ROAD Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 28
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Corner: CENTER Date: OCT. 15, 1897 Located: Depth: Placed: STONE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor's Record Section 28 |
Corner: E1/4 Date: JUNE 29, 2007 Located: Depth: Placed: 1" IRON PIPE W/ SURVEY CAP 23008 Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: E1/4 Date: OCT. 15, 1897 Located: Depth: Placed: STONE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 27 |
Corner: SW Date: OCT. 22, 1901 Located: Depth: Placed: STONE Location: IN LAKE Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 33 |
Corner: S1/4 No information.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 28
Surveyor's Record Section 33 |
Corner: SE Date: APRIL 26, 2007 Located: NOTHING Depth: Placed: 1" IRON PIPE FROM MnDOT & MURRAY CO. RECORDS Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: SE Date: JULY 1, 1976 Located: STEEL ROD & 3 BRICKS Depth: Placed: Location: Tie 1: SOUTH GATE POST 55.2' Tie 2: WEST GATE POST 51.73' Tie 3: BLAZED MAPLE TREE SE. 86.33' Tie 4: N&C COR. POST NW. 40.72' Remarks:
Corner: SE Date: Aug 24,2018 Located: 5/8" rebar with survey cap denoting Zieske #23008. Depth: 0.2' Below the ground level Placed: Location: 12.74' West of the Building & 12.2' South of the NW Corner on the Building. Tie 1: N: 136955.892 Tie 2: E: 532685.819, Elev. 1536.409 Tie 3: Tie 4: Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 27
Surveyor's Record Section 34 |