Corner: NW
No information.
Surveyor?s Record Section 21
Surveyor?s Record Section 17
Surveyor?s Record Section 20
Surveyor?s Record Section 16 |
Corner: N1/4
Date: August 22, 2013
Located: 1" Iron Pipe
Depth: 6" Down
Placed:
Location: Centerline of Road
Tie 1: Northing = 211170.916
Tie 2: Easting = 466692.755
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: Oct. 9, 2015
Located: 1" Iron Pipe
Depth:
Placed:
Location: In line with the fence to the north and 1' south of centerline.
Tie 1: N: 211170.916, E: 466692.755
Tie 2: No other ties.
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Gov Lot 3 Corner Certificate
1861 Field Notes
Surveyor?s Record Section 21
Surveyor?s Record Section 16 |
Corner: NE
Date: August 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: P.K . nail placed after 2017 Bituminous overlay project.
Location: .33' west of the centerline of CSAH 29 & on centerline of Co. Rd. 73
Tie 1: N: 211161.922
Tie 2: E: 469333.353, Elev. 1656.465
Tie 3:
Tie 4:
Remarks:
?? Placed after the reconstruction in 2009.
Murray County Coordinates & Geoid 99 used
Corner: NE
Date: JULY 23, 1936
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN FE. POST NE. 44.7'
Tie 2: TACK IN COR. FE. POST NW. 43.1'
Tie 3: EDGE OF STEEL COR. POST SE. 96.4'
Tie 4:
Remarks:
Corner: NE
Date: March 3, 2000
Located: 1/2" iron
Depth: 4" down
Placed: Raised it to the surface
Location:
Tie 1: SW corner of power box NE 70.45'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: NE
Date:
Located: FIELD STONE BELOW CONC. MON.
Depth: 2' BELOW GRADE
Placed: REMOVED CONC. MON., PLACED REBAR
Location: ABOVE STONE
Tie 1: N&C PP NE. 58.19'
Tie 2: N&C SIGN POST E./NE. 62.93'
Tie 3: N&C TEL. PED. SW. 57.87'
Tie 4: N&C PP NW. 104.86'
Remarks: PLACED P.K. NAIL ABOVE REBAR IN BIT. OVERLAY FEB. 25, 1987
Surveyor?s Record Section 21
Surveyor?s Record Section 16
Surveyor?s Record Section 15
Surveyor?s Record Section 22 |
Corner: W1/4
No information.
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor?s Record Section 21
Surveyor?s Record Section 20 |
Corner: CENTER
No information.
Surveyor?s Record Section 21 |
Corner: E1/4
Date:
Located: CONC. MON.
Depth:
Placed: STEEL REBAR, 3/4"x6"
Location: ABOVE MON.
Tie 1: N&C COR. POST SW. 113.47'
Tie 2: N&C COR. POST SE. 94.75'
Tie 3: STEEL FE. POST E. 50.82'
Tie 4:
Remarks: P.K. NAIL COULD BE IN THE WRONG LOCATION
Corner: E1/4
Date: JULY 23,1936
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN BLAZED FE. POST NW. 52.1'
Tie 2: TACK IN BLAZED FE. POST SW. 40.6'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor?s Record Section 21
Surveyor?s Record Section 22 |
Corner: SW
No information.
Surveyor?s Record Section 21
Surveyor?s Record Section 20
Surveyor?s Record Section 29
Surveyor?s Record Section 28 |
Corner: S1/4
No information.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 21
Surveyor?s Record Section 28 |
Corner: SE
Date:
Located: OLD GOV. STAKE & CONC. MON.
Depth: 3' BELOW GRAVEL SURF.
Placed: PLACED 1"x15" PIPE
Location: ABOVE STAKE
Tie 1: N&C COR. POST W. 50.53'
Tie 2: N&C PP NE. 67.44'
Tie 3: SECOND STEEL FE. POST S. 63.43'
Tie 4: N&C BRACE POST SW. 50.23'
Remarks: REMOVED MON.
Corner: SE
Date: JULY 23, 1936
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR. FE. POST NE. 48.9'
Tie 2: TACK IN COR. FE. POST W. 33.0'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: August 18, 2017
Located:
Depth: At the surface of the asphalt
Placed: P.K . nail placed after 2017 Bituminous overlay project.
Location: 5' south of the road heading easterly, On Centerline of CSAH 29.
Tie 1: N: 205874.645
Tie 2: E: 469316.402, Elev. 1641.614
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
?? Placed after the reconstruction in 2009.
Surveyor?s Record Section 21
Surveyor?s Record Section 28
Surveyor?s Record Section 22
Surveyor?s Record Section 27 |
