Corner: NW Date: Located: Depth: Placed: RR. SPIKE Location: Tie 1: N&C PP SW. 68.17' Tie 2: N&C PP SE. 68.45' Tie 3: N&C PP NW. 58.23' Tie 4: Remarks:
Corner: NW Date: July 18, 2017 Located: Depth: At the top of the asphalt surface. Placed: MAG Nail Location: On Centerline of CSAH 20 and on Centerline of the Township road heading Northerly and 2' east of the township road heading Southerly. Tie 1: N: 216463.903 Tie 2: E: 464067.901 Tie 3: Elev. 1661.182 Tie 4: Remarks: MAG nail placed after 2017 Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
Corner: NW Date: Dec. 6, 2012 Located: P.K. Nail Depth: Placed: Location: Tie 1: Fence Post SW 65.52' Tie 2: Corner Fence Post SE 59.90' Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Surveyor?s Record Section 16
Surveyor?s Record Section 8
Surveyor?s Record Section 17
Surveyor?s Record Section 9 |
Corner: N1/4 Date: SEPT. 30, 1974 Located: FIELD STONE Depth: 6' BELOW GRADE Placed: 18" STEEL PIN Location: ABOVE STONE Tie 1: STEEL PIN INSLOPE NW. 37.41' Tie 2: STEEL PIN INSLOPE NE. 25.65' Tie 3: TOP STEEL FE. POST S. 51.66' Tie 4: Remarks: RR. SPIKE AT GRADE SURF. IN 1983
Corner: N1/4 Date: July 18, 2017 Located: Depth: At the top of the asphalt surface. Placed: MAG Nail Location: 0.5' North of the Centerline of CSAH 20 and on Centerline of the fence line heading northerly. Tie 1: N: 216457.487 Tie 2: E: 466696.726 Tie 3: Elev. 1662.948 Tie 4: Remarks: MAG nail placed after 2017 Bituminous overlay project. Murray County Coordinates & Geoid 99 used
Corner: N1/4 Date: Oct. 9, 2015 Located: Railroad spike Depth: Placed: Location: On Centerline of CSAH 20 and in line with the north fence. Tie 1: N: 216457.485, E: 466696.782. Tie 2: 1/2" iron in slope. NE 25.65' Tie 3: 1/2" iron in slope NW 37.41' Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 9 |
Corner: NE Date: Dec. 14, 1987 Located: PK Nail Depth: In bituminous surface Placed: Location: At intersection of centerline of both roads Tie 1: Nail & disc in corner fence post NE 62.75' Tie 2: NW corner of power box SE 63.82' Tie 3: NE edge of steel sign post for Lutheran Church SW 71.24' Tie 4: Remarks: Madsen Land Surveying Corner Certification
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: On Centerline of CSAH 29 & on Centerline of the Rd heading easterly & 1' South of CSAH 20 Centerline. Tie 1: N: 216441.474 Tie 2: E: 469330.679, Elev. 1662.431 Tie 3: Tie 4: Remarks: ?? Placed after the reconstruction in 2009. Murray County Coordinates & Geoid 99 used
Corner: NE Date: 1970 Located: CONC. MON. Depth: Placed: STEEL PIN, Location: BITUM. SURF. Tie 1: N&C COR. FE. POST NE. 62.75' Tie 2: NW. COR. OF POWER BOX SE. 63.82' Tie 3: NE. SURFACE STEEL POST FOR LUTH. CH. SIGN SW. 71.24' Tie 4: Remarks: P.K. NAIL ON FEB. 25, 1987
Corner: NE Date: March 16, 2000 Located: 1/2" rebar over concrete monument Depth: 4" below pavement Placed: Raised to surface Location: Tie 1: Nail & bottle cap in corner fence post NE 63.10' Tie 2: NW corner of power box SE 64.13' Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
Surveyor?s Record Section 16
Surveyor?s Record Section 9
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
Corner: W1/4 Date: August 21, 2013 Located: Moseng Land Surveyor Pin # 11943 Depth: 6" Down Placed: Location: Centerline Tie 1: Northing = 213829.505 Tie 2: Easting = 464060.778 Tie 3: Elev. = 1663.590 Tie 4: Remarks:
Corner: W1/4 Date: March 10, 2000 Located: Spike over a 1"x1"x18" pointed wood stake Depth: Placed: 5/8" iron with seal #11943 on south side of stake Location: Tie 1: Nail & seal in PP E 35.55' Tie 2: Nail & seal in croner fence post W 34.21' Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 17 |
Corner: CENTER No information.
Surveyor?s Record Section 16 |
Corner: E1/4 Date: FEB. 25, 1987 Located: CONC. MON. Depth: Placed: 3/4"x6" STEEL REBAR Location: ABOVE MON. Tie 1: STEEL BRACE POST W. 49.10' Tie 2: STEEL CUTTING EDGE AS POST E. 51.49' Tie 3: N&C GATE POST NE. 55.47' Tie 4: N&C FE. POST W. 65.80' Remarks: PLACED P.K. NAIL IN BIT. OVERLAY ABOVE STEEL REBAR
Corner: E1/4 Date: August 18, 2017 Located: Depth: At the top of the asphalt surface. Placed: P.K . nail placed after 2017 Bituminous overlay project. Location: 6' North of the tree-line heading westerly & on Centerline of CSAH 29. Tie 1: N: 213801.405 Tie 2: E: 469332.762, Elev. 1680.011 Tie 3: Tie 4: Remarks: ?? Placed after the reconstruction in 2009. Murray County Coordinates & Geoid 99 used
Corner: E1/4 Date: JULY 23, 1936 Located: Depth: Placed: CONCRETE STONE Location: Tie 1: TACK IN COR. FE. POST E. 33.6' Tie 2: TACK IN GATE POST NW. 42.0' Tie 3: TACK IN COR. POST W. 38.9' Tie 4: Remarks:
Corner: E1/4 Date: March 10, 2000 Located: 1/2" rebar Depth: 4" below asphalt Placed: Raised it to the surface Location: Tie 1: Bottom steel fence post W 49.60' Tie 2: Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 15 |
Corner: SW No information.
Surveyor?s Record Section 16
Surveyor?s Record Section 17
Surveyor?s Record Section 20
Surveyor?s Record Section 21 |
Corner: S1/4 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
Corner: S1/4 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:
1861 Field Notes
Gov Lot 3 Corner Certificate
Surveyor?s Record Section 16
Surveyor?s Record Section 21 |
Corner: SE 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
Corner: SE 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: SE 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: SE 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
Surveyor?s Record Section 16
Surveyor?s Record Section 21
Surveyor?s Record Section 15
Surveyor?s Record Section 22 |