Corner: NW
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 58.22'
Tie 2: CHISELED "X" ON APRON NW. 40.80'
Tie 3: CHISELED "X" ON APRON SW. 41.30'
Tie 4: N&C COR. POST SW. 59.30'
Remarks:
Corner: NW
Date: JULY 4, 1953
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 58.22'
Tie 2: CHISELED "X" ON APRON NW. 40.80'
Tie 3: CHISELED "X" ON APRON SW. 41.30'
Tie 4: N&C COR. POST SW. 59.30'
Remarks: TACK 5TH FE. POST NW. 98.9'; AND 3RD FE. POST SW. 86.1'
Corner: NW
Date: Oct. 1, 2019
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of CSAH 8 and on centerline of CSAH 35 heading north, also 1' North of the Centerline of the Township rd heading west.
Tie 1: N:158157.704
Tie 2: E:516641.170, Elev. : 1564.833
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
Murray County Coordinates & Geoid 99 used
Corner: NW
Date: 1934
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN TEL. POLE NW. 44.6'
Tie 2: TACK IN COR. FE. POST SW. 43.6'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: APRIL 30, 1986
Located: STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: NAIL & CAP POWER POLE SE. 63.38'
Tie 2: NAIL IN CENTER OF TWP. ROAD 100' WEST
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 7
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor's Record Section 6 |
Corner: N1/4
Date: APRIL 21, 1969
Located: FIELD STONE
Depth: 4" BELOW GRADE
Placed: CONC. MON., STEEL PIN
Location: ABOVE MON., 2" BELOW GRADE
Tie 1: CHISELED "X" ON CULV. END SW. 44.45'
Tie 2: CHISELED "X" ON CULV. END SE. 43.90'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 6 |
Corner: NE
Date: APRIL 21, 1969
Located: FIELD STONE
Depth: 5" BELOW GRADE
Placed: CONC. MON. WITH STEEL PIN
Location: ABOVE MON. 2" BELOW GRADE
Tie 1: CHISELED "X" ON CULV. END NW. 44.95'
Tie 2: N&C PP SW. 58.50'
Tie 3: CHISELED "X" ON CULV. END NE. 41.72'
Tie 4:
Remarks: PLACED P.K. NAIL OCT. 11, 1979
Corner: NE
Date: Sept. 29, 2016
Located:
Depth: At the asphalt surface.
Placed: Mag Nail Placed after the 2016 Bituminous overlay project.
Location: .8' South of CSAH 8 centerline and on centerline of the N-S township road.
Tie 1: Northing- 158112.419
Tie 2: Easting- 521955.078, Elev.- 1579.336
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: NE
Date: July 8, 2015
Located: Survey Spike with Cap #43844
Depth: At Surface
Placed:
Location: 0.5' South of East-West road and on line with Centerline of North-South road.
Tie 1: N = 158112.419
Tie 2: E = 521955.078
Tie 3: Elev. = 1579.166
Tie 4:
Remarks: All ties are there.
Corner: NE
Date: April 7, 2015
Located: Nothing
Depth: At the surface.
Placed: Survey spike with seal #43844.
Location:
Tie 1: N: 158112.431, E: 521955.056.
Tie 2: CHISELED "X" ON CULV. END NW. 44.95'
Tie 3: N&C in utility pole. SW. 58.37'
Tie 4: CHISELED "X" ON CULV. END NE. 41.72'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 7
Surveyor's Record Section 6
Surveyor's Record Section 5
Surveyor's Record Section 8 |
Corner: W1/4
Date: JULY 4, 1953
Located: STONE
Depth:
Placed: 2"x2" HUB
Location: ABOVE STONE
Tie 1: N&C 3RD FE. POST W. 59.2'
Tie 2: FIRST IRON POST NW. 47.9'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: Oct. 1, 2019
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of the E-W fence lines & 1' west of the centerline of CSAH 8.
Tie 1: N: 155511.957
Tie 2: E: 516647.929, Elev. 1572.581
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
Corner: W1/4
Date: APRIL 30, 1986
Located: STEEL PIN
Depth: SURFACE
Placed:
Location: ABOVE FIELDSTONE
Tie 1: N & C COR. POST EAST 48.82'
Tie 2: N & C COR. POST WEST 50.96'
Tie 3: 2ND STEEL FENCE POST NW. 68.85
Tie 4:
Remarks:
Surveyor's Record Section 7
Surveyor's Record Section 12 |
Corner: CENTER
No information.
Surveyor's Record Section 7 |
Corner: E1/4
Date: MAY 3, 2012
Located: 3/8" STEEL PIN
Depth: DOWN 5"
Placed:
Location: IN CENTERLINE OF ROAD
Tie 1: N = 155464.143
Tie 2: E = 521957.897
Tie 3: ELEV. = 1568.566
Tie 4:
Remarks: NO TIES
Corner: E1/4
Date: JUNE 23, 2023
Located: 2" X 3" WOOD STAKE WITH LARGE STONE ON THE WEST SIDE.
Depth:
Placed: 5/8" iron with seal #43844
Location:
Tie 1: N: 155455.920
Tie 2: E: 521958.89
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 8 |
Corner: SW
Date: April 4, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: JULY 14, 1954
Located: STONE
Depth:
Placed:
Location:
Tie 1: N&C COR. FE. POST S. 37.6'
Tie 2: N&C PP SE. 58.7'
Tie 3: N&C PP. SE. 58.80'
Tie 4: SPIKE IN PP. NE. 62.20'
Remarks: SPIKE TOP WOOD POST S. 50.47'
Surveyor's Record Section 7
Surveyor's Record Section 12
Surveyor's Record Section 13
Surveyor's Record Section 18 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor's Record Section 7
Surveyor's Record Section 18 |
Corner: SE
Date: April 5, 2013
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: JUNE 23, 2023
Located: 1/2" IRON OVER STONE
Depth:
Placed:
Location:
Tie 1: N: 152795.870
Tie 2: E: 521963.070
Tie 3: SEE CORNER CERT.
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 8
Surveyor's Record Section 17 |
