Corner: NW
Date: 1979
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP SE. 79.58'
Tie 2: N&C BRACE POST W/SW 50.70'
Tie 3: N&C COR. POST W. 50.08'
Tie 4:
Remarks: P.K. NAIL OCT. 9, 1979
Corner: NW
Date: Nov. 21, 2012
Located: PK Nail
Depth: At the surface of the asphalt.
Placed:
Location:
Tie 1: Nail & bottle cap in corner fence post W 50.08'
Tie 2: N- 189998.294
Tie 3: E- 479785.678
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NW
Date: Aug. 19, 2013
Located:
Depth: At Surface
Placed: PK Nail
Location: Centerline of Road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: After Overlay
Surveyor's Record Section 12
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 1 |
Corner: N1/4
Date: July 21, 2021
Located: 1/2" IRON PIPE
Depth:
Placed:
Location: ON CENTERLINE OF THE INTERSECTING FIELDS.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: O'Malley and Kron land surveyors, Inc.
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 12
Surveyor's Record Section 1 |
Corner: NE
Date: July 21, 2021
Located: 1/2" IRON PIPE WITH CAP #16093
Depth:
Placed:
Location: ON CENTERLINE OF 120TH AVE.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: O'Malley and Kron land surveyors, Inc.
Corner Certification
Corner: NE
Date: OCT. 19, 1904
Located:
Depth:
Placed: STONE 10"x10"x14"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 12
Surveyor's Record Section 1
Surveyor's Record Section 6
Surveyor's Record Section 7 |
Corner: W1/4
Date: Aug. 19, 2013
Located:
Depth: At Surface
Placed: PK Nail
Location: 4' West of centerline of north-south road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: After Overlay
Corner: W1/4
Date: 1973
Located: FIELD STONE
Depth:
Placed: CONC. MON.
Location: ABOVE MON.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: ROAD CL IS 4.2' E. OF CONC. MON.
Corner: W1/4
Date: 1979
Located:
Depth:
Placed: P.K. NAIL
Location: ABOVE MON.
Tie 1: N&C PP SE. 98.85'
Tie 2: N&C PP SE. 91.57'
Tie 3: N&C TEL. PED. NW. 134.31'
Tie 4: STEEL PIN IN INSLOPE NW. 50.65', & SW. 45.90'
Remarks: PLACED P.K. NAIL JUNE 20, 1997
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor's Record Section 12
Surveyor's Record Section 11 |
Corner: CENTER
Date: MAY 2, 1989
Located: NOTHING
Depth:
Placed: 3/4"x12" REBAR
Location: 3" BELOW GRAVE SURFACE
Tie 1: N&C COR. FE. POST SE. 61.08'
Tie 2: N&C BLAZED TREE SW. 56.80'
Tie 3: STEEL PIN INSLOPE SW. 27.14'
Tie 4: STEEL PIN INSLOPE NE. 43.12'
Remarks: STEEL PIN (ASSUMED)
Corner: CENTER
Date: Aug. 19, 2013
Located:
Depth: At Surface
Placed: PK Nail
Location: Centerline of Road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: After Overlay
Surveyor's Record Section 12 |
Corner: E1/4
Date: Aug. 19, 2013
Located:
Depth: At Surface
Placed: PK Nail
Location: Centerline of Road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: After Overlay
Corner: E1/4
Date: MAY 1, 1989
Located: ASSUMED 2"x2" HUB
Depth: 1.5' BELOW GRAVEL SURFACE
Placed: STEEL PIN 3/4"x12"
Location: 2" BELOW GRAVEL, ABOVE HUB
Tie 1: STEEL PIN INSLOPE NW. 41.63'
Tie 2: STEEL PIN INSLOPE NE. 43.88'
Tie 3: N&C PP SE. 59.38'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 20, 1997
Surveyor's Record Section 12
Surveyor's Record Section 7 |
Corner: SW
Date: JULY 20, 1979
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Sept. 29, 2016
Located:
Depth: At the asphalt surface.
Placed: Mag Nail Placed after the 2016 Bituminous overlay project
Location: 1' west of CSAH 29 Centerline
Tie 1: Northing- 184719.360
Tie 2: Easting- 479773.841, Elev.- 1649.787
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: SW
Date: Sept. 17, 2018
Located: PK Nail
Depth: At the surface of the asphalt.
Placed:
Location: 20' North of the Centerline of the Driveway heading west
Tie 1: N- 184719.360
Tie 2: E- 479773.841
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SW
Date: NOV. 16, 1995
Located:
Depth:
Placed: STEEL PIN 1/2"x18"
Location:
Tie 1: N&C TOP COR. POST E. 42.33'
Tie 2: N&C PP SE. 66.63'
Tie 3: CHISELED "X" TOP ENT. CULV. SW. 62.34'
Tie 4: STEEL PINS WEST 100', 200', 300' AND 400'
Remarks:
Corner: SW
Date: SEPT. 16, 1981
Located: STEEL PIN
Depth: 8" BELOW BIT. SURFACE
Placed: R/R SPIKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: June 24, 1997
Located:
Depth:
Placed: P.K. NAIL
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 12
Surveyor's Record Section 11
Surveyor's Record Section 14
Surveyor's Record Section 13 |
Corner: S1/4
Date: July 21, 2021
Located: NONE
Depth:
Placed: 1/2" IRON PIPE WITH CAP #42300
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: O'Malley and Kron land surveyors, Inc.
Corner Certification
1861 Field Notes
Surveyor's Record Section 12
Surveyor's Record Section 13 |
Corner: SE
Date: July 21, 2021
Located: NONE
Depth:
Placed: 1/2" IRON PIPE WITH CAP # 42300
Location:
Tie 1: HOLE PLACED IN CULVERT NW 29.98'
Tie 2: HOLE PLACED IN CULVERT SE 33.58'
Tie 3:
Tie 4:
Remarks: O'Malley and Kron land surveyors, Inc.
Corner Certification
Surveyor's Record Section 12
Surveyor's Record Section 13
Surveyor's Record Section 7
Surveyor's Record Section 18 |
