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 |