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 |
