Corner: NW
Date: JUNE 5, 1981
Located: STONE
Depth: 29" BELOW BIT. SURFACE
Placed:
Location:
Tie 1: N&C PP N. 48.33'
Tie 2: N&C COR. POST S. 51.11'
Tie 3: STEEL FE. POST PAINTED RED SE. 78.30'
Tie 4:
Remarks: STONE ONE LINE WITH N/S FENCE
Corner: NW
Date: June 7, 2014
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Oct. 2,2020
Located:
Depth:
Placed: MAG Nail
Location: 1' North of centerline on CSAH 2 & on Centerline of N-S fence lines.
Tie 1: N: 110621.180
Tie 2: E: 521951.897, Elev. 1572.349
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: NW
Date: AUG. 18, 2009
Located: P.K. NAIL
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying
Corner: NW
Date: May 29, 2015
Located: PK Nail
Depth: At surface.
Placed:
Location: Centerline of East-West road and on line with south fence
Tie 1: N = 110621.18
Tie 2: E = 521951.897
Tie 3: Elev. = 1572.11
Tie 4:
Remarks: All ties gone.
Surveyor's Record Section 29
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 20 |
Corner: N1/4
Date: May 29, 2015
Located: PK Nail
Depth: At surface.
Placed:
Location: Centerline of road.
Tie 1: N = 110576.726
Tie 2: E = 524604.250
Tie 3: Elev = 1582.465
Tie 4:
Remarks: No ties.
Corner: N1/4
Date: Nov. 20, 2012
Located:
Depth:
Placed: Survey Marker Spike with Cap No. 23008
Location: At Centerline of Road in line with occupation South
Tie 1: N= 110576.86
Tie 2: E= 524604.33
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: N1/4
Date: Oct. 02, 2020
Located:
Depth:
Placed: MAG Nail
Location: 7' East of the field break heading south & on centerline of CSAH 2.
Tie 1: N: 110576.726
Tie 2: E: 524604.250, Elev. 1582.704
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 20 |
Corner: NE
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: NE
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: NE
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 29
Surveyor's Record Section 20
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: W1/4
Date: Aug. 18, 2009
Located: 4" i.d. Iron Post set in Concrete
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying
Corner Certification
Corner: W1/4
Date: Nov. 20, 2012
Located: METAL CORNER POST
Depth:
Placed:
Location:
Tie 1: N= 107938.85
Tie 2: E= 521951.38
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 30 |
Corner: CENTER
Date: Nov. 20, 2012
Located:
Depth:
Placed: 5/8" IRON STAKE WITH SURVEY CAP NO. 23008
Location:
Tie 1: N= 107968.62
Tie 2: E= 524603.23
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor's Record Section 29 |
Corner: E1/4
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: E1/4
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.
Corner: E1/4
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
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: SW
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: SW
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: SW
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 29
Surveyor's Record Section 30
Surveyor's Record Section 31
Surveyor's Record Section 32 |
Corner: S1/4
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 29
Surveyor's Record Section 32 |
Corner: SE
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: SE
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: SE
Date: OCT. 8, 1963
Located: CONC. MON.
Depth: 6" DOWN
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: NOV. 21, 2012
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
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 29
Surveyor's Record Section 32
Surveyor's Record Section 28
Surveyor's Record Section 33 |