Corner: NW
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN TP W. 31'
Tie 2: TACK IN COR. FE. POST NW. 49'
Tie 3: TACK IN TP SE. 43.6'
Tie 4:
Remarks:
Corner: NW
Date: JUNE 13, 2012
Located: 3/4" REBAR
Depth: SURFACE
Placed:
Location: CENTERLINE OF ROAD
Tie 1: N = 110606.434
Tie 2: E = 527253.625
Tie 3: ELEV. = 1570.207
Tie 4:
Remarks:
Corner: NW
Date: MAY 18, 1981
Located: FIELD STONE
Depth: 6" BELOW GRADE
Placed: 3/4" STEEL PIN ABOVE STONE
Location: 0.4' BELOW GRAVEL SURFACE
Tie 1: N&C SIGN POST W. 49.95'
Tie 2: N&D COR. POST NW. 76.30'
Tie 3: N&C PP NE. 66.32'
Tie 4:
Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 21 |
Corner: N1/4
Date: OCT. 2, 1992
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE, 5'x12'x3' DEEP HOLE
Corner: N1/4
Date: April 30, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: JUNE 13, 2012
Located: RAILROAD SPIKE (BENT OVER)
Depth: 3" DOWN
Placed:
Location: 2' NORTH OF CENTERLINE OF ROAD
Tie 1: N = 110634.277
Tie 2: E = 529906.836
Tie 3: ELEV. = 1537.844
Tie 4:
Remarks: 11' WEST OF CENTERLINE CULVERT.
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 21 |
Corner: NE
Date: MAY 21, 1992
Located: 1/2" ROD WITH CAP
Depth: 3" BELOW SURFACE
Placed:
Location:
Tie 1: N&C COR. FE. POST NW. 47.15'
Tie 2: N&C PP NE. 44.50'
Tie 3: N&C TEL. PED. POST SW. 43.25'
Tie 4:
Remarks: Madsen Land Surveying
Corner: NE
Date: April 30, 2018
Located: Iron Stake
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
Surveyor's Record Section 27 |
Corner: W1/4
Date: May 29, 2015
Located: 1/2" Iron Pin
Depth: 0.3' below surface
Placed:
Location: North inslope of field entrance, in line with centerline of road to the south.
Tie 1: N = 107998.100
Tie 2: E = 527239.992
Tie 3: Elev. = 1567.509
Tie 4:
Remarks: 1963 ties are gone except tie #1
Corner: W1/4
Date: Nov. 20, 2012
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1: N= 107998.22
Tie 2: E= 527239.96
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: OCT. 8, 1963
Located: FIELD STONE WITH STEEL PIN
Depth: 6" BELOW GRADE
Placed:
Location: 0.7' EAST OF CENTERLINE
Tie 1: N&C PP SW. 112.02'
Tie 2: N&C GATE POST W/SW 54.02'
Tie 3: "X" TOP CULV. NW. 79.95'
Tie 4:
Remarks: LOCATED ON JUNE 5, 1981.
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 29 |
Corner: CENTER
Date: May 29, 2015
Located: 3/8" Iron Pin
Depth: At surface.
Placed:
Location: Centerline of East-West road and on line with North fence.
Tie 1: N = 108013.854
Tie 2: E = 529916.814
Tie 3: Elev. = 1555.949
Tie 4:
Remarks: No ties
Corner: CENTER
Date: 1981
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE
Corner: CENTER
Date: Oct. 2, 2020
Located:
Depth:
Placed: MAG Nail
Location: 2' East of fence line heading south, 0.5' North of the centerline of CSAH 2, & In line with fence line going north.
Tie 1: N: 108013.854
Tie 2: E: 529916.814, Elev. 1556.186
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Surveyor's Record Section 28 |
Corner: E1/4
Date: May 29, 2015
Located: PK Nail
Depth: At surface.
Placed: 1' North of Centerline of East-West road and on centerline of North road.
Location:
Tie 1: N = 108030.657
Tie 2: E = 532593.455
Tie 3: Elev. = 1538.068
Tie 4:
Remarks: All ties gone.
Corner: E1/4
Date: JUNE 1, 1981
Located: 11" FIELD STONE
Depth: 3' BELOW BIT. SURFACE
Placed: STEEL REBAR ABOVE STONE; R/R SPIKE BIT. SURFACE SEPT. 16, 1981
Location:
Tie 1: EDGE STEEL COR. POST SW. 62.19'
Tie 2: N&C PP NE. 60.41'
Tie 3: N&C COR. POST NW. 58.21'
Tie 4: N&C PP SE. 62.33'
Remarks:
Corner: E1/4
Date: Aug. 10, 1990
Located:
Depth:
Placed: PK Nail
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: Oct. 2, 2020
Located:
Depth:
Placed: MAG Nail
Location: 3.1' West of the centerline of the TWP RD heading south, 1.5' North of the centerline of CSAH 2, & 1' west of the Centerline of the TWP RD heading north.
Tie 1: N: 108030.657
Tie 2: E: 532593.454, Elev. 1538.304
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: E1/4
Date: OCT. 29, 1998
Located: PK NAIL
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 27 |
Corner: SW
Date: MAR. 30, 1990
Located: POINTED FIELD STONE
Depth: 1.1' DOWN
Placed: 3/4"x0.9' IRON PIPE ABOVE STONE
Location: 0.6' WEST OF CENTERLINE OF ROAD
Tie 1: STEEL PIN INSLOPE, NW. 56.81'
Tie 2: "X" TOP CULV. SE. 51.42'
Tie 3: N&C PP SW. 57.13'
Tie 4:
Remarks:
Corner: SW
Date: May 29, 2015
Located: PK Nail
Depth: At surface.
Placed:
Location: Center of intersection
Tie 1: N = 105344.739
Tie 2: E = 527256.505
Tie 3: Elev. = 1567.370
Tie 4:
Remarks: Did not check ties.
Corner: SW
Date: OCT. 8, 1963
Located: CONC. MON.
Depth: 6" DOWN
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: NOV. 21, 2012
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: Oct. 2, 2020
Located:
Depth:
Placed: MAG Nail
Location: On centerline of CSAH 36 & on Centerline of E-W TWP RD.
Tie 1: N: 105344.739
Tie 2: E: 527256.505, Elev. 1567.608
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
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
Surveyor's Record Section 28
Surveyor's Record Section 33 |
Corner: SE
Date: FEB. 22, 2002
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: June 1, 1981
Located: 11" FIELD STONE
Depth: 3' BELOW BIT. SURFACE
Placed: STEEL REBAR ABOVE STONE
Location:
Tie 1: EDGE STEEL POST COR. POST SW 62.15'
Tie 2: N&C P.P. NE 60.41'
Tie 3: N&C COR. POST NW 57.90'
Tie 4:
Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 27
Surveyor's Record Section 34 |
