Corner: NW
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: NW
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
Corner: NW
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: NW
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
Surveyor?s Record Section 15
Surveyor?s Record Section 9
Surveyor?s Record Section 16
Surveyor?s Record Section 10 |
Corner: N1/4
Date: DEC. 14, 1987
Located:
Depth:
Placed: 3/4"x24" IRON PIPE WITH CAP MARKED #13593
Location: MIDWAY BETWEEN SW & SE CORNERS SECTION 10 AND 1' NORTH OF CENTERLINE EAST-WEST ROAD
Tie 1: N&C FE. POST N. 95.15'
Tie 2: N&C FE. POST NE. 89.50'
Tie 3: N&C FE. POST SE. 35.65'
Tie 4: N&C FE. POST S. 34.20'
Remarks: Madsen Land Surveying
Corner Certification
Corner: N1/4
Date: August 22, 2013
Located: 3/4" Iron Pipe
Depth: Down 14"
Placed:
Location: Centerline of Road
Tie 1: Northing = 216457.802
Tie 2: Easting = 471948.181
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 15
Surveyor?s Record Section 10 |
Corner: NE
Date: DEC. 12, 1987
Located: FIELD STONE
Depth: 25" BELOW GRADE
Placed: 3/4"x24" IRON PIPE WITH CAP MARKED #13593 OVER STONE
Location: AT INTERSECTION OF CENTERLINE OF EAST-WEST ROAD AND CENTERLINE OF ROAD NORTH
Tie 1: N&C PP NE 52.35'
Tie 2: N&C TEL PED NW 63.80'
Tie 3: N&C COR FE POST NW 47.35'
Tie 4: N&C FE POST SE 41.50'
Remarks: Madsen Land Surveying
Corner Certification
Surveyor?s Record Section 15
Surveyor?s Record Section 10
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: W1/4
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: W1/4
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: W1/4
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: W1/4
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 15
Surveyor?s Record Section 16 |
Corner: CENTER
No information.
Surveyor?s Record Section 15 |
Corner: E1/4
No information.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: SW
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: SW
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: SW
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: SW
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 15
Surveyor?s Record Section 16
Surveyor?s Record Section 21
Surveyor?s Record Section 22 |
Corner: S1/4
Date: August 22, 2013
Located: 1/2" Rebar
Depth: Surface damage, Bent over
Placed:
Location: Centerline of CR 73 and in line with south fence line
Tie 1: Northing = 211164.669
Tie 2: Easting = 471957.045
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: JUNE 11, 1981
Located: FIELD STONE
Depth: 12" BELOW GRADE
Placed: STEEL POST
Location: 6" BELOW GRAVEL SURFACE
Tie 1: STEEL PIN INSLOPE SE. 33.73'
Tie 2: STEEL PIN INSLOPE SW. 41.21'
Tie 3: STEEL PIN INSLOPE NW. 32.82'
Tie 4:
Remarks: PLACED STEEL PIN 18" APRIL 29, 1996
1861 Field Notes
Surveyor?s Record Section 15
Surveyor?s Record Section 22 |
Corner: SE
Date: AUG. 11, 1981
Located: CONC. MON.
Depth: 12" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON. 6" BELOW GRAVEL
Tie 1: CHISELED "X" CULV. END SW. 54.38'
Tie 2: CHISELED "X" CULV. END NW. 52.35'
Tie 3: STEEL PIN INSLOPE NW. 35.95'
Tie 4: HIGH VOLTAGE BOX N. AT TOP SW. COR. 47.07'
Remarks: PLACED STEEL PIN 18" LONG APRIL 29, 1996
Corner: SE
Date: May 3, 2016
Located: Steel Pin Rebar
Depth: .2' Below the top of the Gravel Surface.
Placed:
Location: 1' East of Centerline of the south road & .5' North of the Centerline of County Road 73.
Tie 1: Northing- 211187.430
Tie 2: Easting- 474582.335, Elevation- 1678.498
Tie 3: HIGH VOLTAGE BOX N. AT TOP SW. COR. 47.07'
Tie 4:
Remarks: All other ties are missing
Surveyor?s Record Section 15
Surveyor?s Record Section 22
Surveyor?s Record Section 14
Surveyor?s Record Section 23 |
