Corner: NW
Date: MAY 10, 1925
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN SECOND FE. POST SW. 47.5'
Tie 2: EDGE OF STEEL FE. POST SE. 54.1'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Nov. 20, 2012
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1: N= 105298.09
Tie 2: E= 521948.35
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Aug. 18, 2009
Located: Gray Granite Stone
Depth: 1 1/2 Ft Deep
Placed: 22" long #5 rebar set in stone
Location: In center of road intersection
Tie 1: East side of Wood Post up 1.5 ft N. 31.6'
Tie 2: NW side of PP up 1.5 ft SW 42.1'
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying
Corner Certification
Surveyor's Record Section 32
Surveyor's Record Section 30
Surveyor's Record Section 31
Surveyor's Record Section 29 |
Corner: N1/4
Date: Nov. 20, 2012
Located: Nothing
Depth:
Placed: 5/8" Rebar with Cap 23008
Location: On Centerline of Township Road Miday & on the occupation line North & South
Tie 1: N= 105344.53
Tie 2: E= 524600.09
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 32
Surveyor's Record Section 29 |
Corner: NE
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: NE
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: NE
Date: OCT. 8, 1963
Located: CONC. MON.
Depth: 6" DOWN
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: NOV. 21, 2012
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 32
Surveyor's Record Section 29
Surveyor's Record Section 28
Surveyor's Record Section 33 |
Corner: W1/4
No information.
1861 Field Notes
Surveyor's Record Section 32
Surveyor's Record Section 31 |
Corner: CENTER
Date: MARCH 30, 1990
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 2.5'x4.5'x2.7' DEEP WITH BACKHOE
Surveyor's Record Section 32 |
Corner: E1/4
Date: MARCH 1934
Located: FIELD STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: May 29, 2015
Located: PK Nail
Depth: At Surface
Placed:
Location:
Tie 1: N = 102690.276
Tie 2: E = 527256.511
Tie 3: Elev = 1557.803
Tie 4:
Remarks: 1899 ties are gone, did not check other ties.
Corner: E1/4
Date: NOV. 4, 1899
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN BLAZED FE. POST SE. 45.1'
Tie 2: TACK IN COR. POST E. ON LINE 33.2'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: MARCH 30, 1990
Located: ASSUMED PIN
Depth: 4" DOWN
Placed: 1/2"x2' PIN
Location: SAME PLACE AS ASSUMED PIN
Tie 1: "X" TOP CULV. EAST 37.35'
Tie 2: "X" TOP CULV. NE. 50.95'
Tie 3: STEEL PIN TOE INSLOPE NW. 37.54'
Tie 4:
Remarks: CENTERLINE ROAD 2.0' EAST OF 1/4 COR.; DUG 4'x5'x3'D HOLE
1861 Field Notes
Surveyor's Record Section 32
Surveyor's Record Section 33 |
Corner: SW
No information.
Surveyor's Record Section 32
Surveyor's Record Section 31 |
Corner: S1/4
Date: NOV. 4, 1899
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1: FE. COR. 33' N. ON LINE
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 32 |
Corner: SE
Date: OCT. 8, 1963
Located: CONC. MON.
Depth:
Placed: 3/4" STEEL PIN
Location: GRAVEL SURFACE
Tie 1: EDGE STEEL POST E/NE 64.34'
Tie 2: N&C PP SW. 43.62'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: Oct. 25, 2017
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: NOV. 4, 1899
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN FE. POST SE. 40'
Tie 2: TACK IN TP NE. 44.8'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: May 29, 2015
Located: 3/4" Steel Pin.
Depth: 0.5' below grade.
Placed:
Location: In line with centerline of East-West road and 6' South of TWP road shoulder.
Tie 1: N = 100023.090
Tie 2: E = 527324.440
Tie 3: Elev. = 1566.615
Tie 4:
Remarks: Tie 1 from Oct. 1963 is gone. Tie 2 from Oct 1963 is good.
Surveyor's Record Section 32
Surveyor's Record Section 33 |
