Corner: NW
Date: APRIL 6, 1967
Located: STEEL WHEEL
Depth:
Placed: STEEL PIN
Location: ABOVE CENTER OF WHEEL
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Aug. 18, 1992
Located: 2 1/2" wagon spindle with field stone on south side
Depth: Down 2'
Placed: 3/4"x24" iron rod with aluminum cap stamped "MN DNR Survey Marker" inside spindle
Location: At intersection of roads
Tie 1: PK Nail in NW side of PP up 4' SW 58.70'
Tie 2: 60d spike & disc in W side of 34" Cottonwood Tree up 1' S/SE 154.88'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NW
Date: MAY 6, 1993
Located: DNR PIPE
Depth: 6" BELOW GRADE
Placed:
Location: ABOVE CENTER OF WHEEL
Tie 1: N&C PP SW. 58.38'
Tie 2: TOP NE. COR. POWER BOX SW. 64.68'
Tie 3: BOTTOM POST YIELD SIGN, HEAD OF BOTTOM BOLT SE. 55.12'
Tie 4: BOTTOM POST YIELD SIGN, HEAD OF TOP BOLT NW. 52.58'
Remarks: PLACED P.K. NAIL OCT. 12, 1993.
Surveyor's Record Section 27
Surveyor's Record Section 21
Surveyor's Record Section 28
Surveyor's Record Section 22 |
Corner: N1/4
Date: MARCH 29, 1967
Located: FIELD STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SW. 96.73'
Tie 2: CHISELED "X" CULV. END S. 37.58'
Tie 3: N&C COR. POST SE. 53.20'
Tie 4: CHISELED "X" CULV. END SE. 52.57'
Remarks:
Corner: N1/4
Date: Aug. 20, 1992
Located: 3/4"x19" rebar
Depth: Down 0.3'
Placed: 3/4"x24" rebar with aluminum cap stamped "MN DNR Survey Marker" down 0.5'
Location: 17' west of fence to the south
Tie 1: Nail & bottle cap in NE side of PP up 1' SW 96.70'
Tie 2: Chiseled X in W end of CMP SW 37.60'
Tie 3: Chiseled X in E end of CMP SE 52.44'
Tie 4: Nail & DNR Disc in NE side of PP up 1.3' SE 89.39'
Remarks: MN DNR LS
Corner Certification
Corner: N1/4
Date: MAY 6, 1993
Located: DNR PIN
Depth: 8" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP SW. 96.73'
Tie 2: CHISELED "X" CULV. END S. 37.58'
Tie 3: N&C COR. POST SE. 53.20'
Tie 4: CHISELED "X" CULV. END SE. 52.57'
Remarks: PLACED P.K. NAIL OCT. 12, 1998.
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 22 |
Corner: NE
Date: 1969
Located: IRON PIN
Depth: IN MAT
Placed:
Location:
Tie 1: "X" ON CULV. NUT NW. 47.65'
Tie 2: "X" ON CULV. NUT SW. 48.45'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Sept. 14, 1992
Located: 1/2" iron rod
Depth: Flush
Placed:
Location: 1' east of centerline of north-south road
Tie 1: Punched hole in N end of CMP NW 47.07'
Tie 2: Punched hole in N end of RCP NE 44.02'
Tie 3: Punched hole in S end of RCP SE 46.02'
Tie 4: Punched hole in S end of CMP SW 48.57'
Remarks: MN DNR LS
Corner Certification
Corner: NE
Date: APRIL 1971
Located: 2"x2" HUB (ASSUMED)
Depth: 18" BELOW MAT
Placed: 15" STEEL FE. POST
Location: 3" BELOW MAT, ABOVE 2"x2" HUB
Tie 1: N&C GATE POST NE. 88.05'
Tie 2: "WEDGE CUT" S. END CMP. SE. 40.55'
Tie 3: N&C STOP SIGN POST SW. 47.40'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 10, 1997.
Corner: NE
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1' East of Centerline on County Road 29.
Tie 1: Northing- 110703.777
Tie 2: Easting- 474346.106, Elevation- 1702.913
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 27
Surveyor's Record Section 22
Surveyor's Record Section 23
Surveyor's Record Section 26 |
Corner: W1/4
Date: Aug. 21, 2019
Located: Field Stone
Depth:
Placed: 5/8" iron with seal #50343
Location: On Centerline of the TWP RD & in line with the fence heading easterly.
Tie 1: N: 108100.782
Tie 2: E: 469039.512
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: W1/4
Date: NOV. 7, 1902
Located: 3 STONES 10"x10"x12"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 28 |
Corner: CENTER
No information.
Surveyor's Record Section 27 |
Corner: E1/4
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1' East of Centerline on County Road 29
Tie 1: Northing- 108059.216
Tie 2: Easting- 474354.515, Elevation- 1711.014
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: APRIL 1971
Located: FIELD STONE
Depth: 3.9' BELOW GRADE
Placed: 24" LONG STEEL FE. POST
Location: ABOVE 2"x2" HUB, FIELD STONE
Tie 1: N&C BRACE POST NW. 63.87'
Tie 2: N&C PP W. 49.89'
Tie 3: N&C END BRACE POST SE. 54.82'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 26 |
Corner: SW
Date: NOV. 7, 1902
Located: STONES IN GRADE
Depth:
Placed: IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: APRIL 23, 2019
Located:
Depth:
Placed: 5/8" iron with seal #50343
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying by Jerry Johnson
Corner Certification
Corner: SW
Date: Aug. 10, 2006
Located:
Depth:
Placed: 1/2' pipe with cap #42604
Location:
Tie 1: Chiseled X in N end of CMP NW 32.38'
Tie 2: Chiseled X in SE corner of power box NE 52.22'
Tie 3: Chiseled X in S end of CMP SE 33.66'
Tie 4: Chiseled X in SE corner of power box SW 48.96'
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: May 16, 2019
Located: Capped rebar stamped "Johnson LS 50343"
Depth: Below the gravel surface 0.2'
Placed:
Location: In the Center of the intersection.
Tie 1: Scribed "X" on the southeast corner of the electric box SW 48.96'
Tie 2: Scribed "X" on the southwest corner of the electric box NE 52.19'
Tie 3: Scribed "X" on the northwest corner of the culvert end NW 32.32'
Tie 4: Scribed "X" on the northwest corner of the culvert end SE 33.74'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 27
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 34 |
Corner: S1/4
Date: Sept. 25, 2013
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: Aug. 10, 2006
Located:
Depth:
Placed: 1/2" pipe with cap #42604
Location:
Tie 1: PK Nail in fence post N 32.43'
Tie 2: PK Nail in fence post NE 43.15'
Tie 3: Set witness corner SW 32.57'
Tie 4:
Remarks: Westwood Professional Services
The Corner Certification is labeled as the NE 34 105 42 but is for the N 1/4.
Corner Certification
Corner: S1/4
Date: Aug. 22, 2012
Located: Land Surveyor Pin # 42604
Depth: 4" Down
Placed:
Location: Centerline of Road
Tie 1: Northing = 105430.511
Tie 2: Easting = 471683.225
Tie 3: Elev. = 1721.938
Tie 4:
Remarks:
Corner: S1/4
Date: June 22, 2017
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: May 16, 2019
Located: Capped Rebar stamped LS 42604
Depth: Below the gravel surface 0.5'.
Placed:
Location: On centerline of the E-W TWP Rd & on N-S Field line,
Tie 1: 3/8" Rebar NW 44.89'
Tie 2: Mag Nail in Wood post E 43.21'
Tie 3: Other ties are still in place from the last survey.
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 34 |
Corner: SE
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' East of Centerline on County Road 29.
Tie 1: Northing- 105411.269
Tie 2: Easting- 474363.334, Elevation- 1732.234
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: AUG. 10, 2006
Located:
Depth:
Placed: 1/2" PIPE L.S. 42604 0.4' DEEP
Location: CENTERLINE OF THE ROAD
Tie 1: P.K. IN POST. NW 32.43'
Tie 2: P.K. IN POST. NE 43.15'
Tie 3: WITNESS CORNER. SW 32.57'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: 1970
Located: FIELD STONE
Depth: 14" BELOW GRADE
Placed: 3/4"x12" REBAR
Location: ABOVE STONE
Tie 1: N&C PP SW. 60.76'
Tie 2: N&C PP NW. 57.66'
Tie 3: N&C COR POST NE. 60.97'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997.
Corner: SE
Date: May 16, 2019
Located: Mag Nail
Depth: At the surface of the asphalt.
Placed:
Location: On Centerline of CSAH 29.
Tie 1: Nail & Bottle cap in southeast face of wood post NW 57.96'
Tie 2: Nail & Bottle cap in southwest face of wood post NE 61.54'
Tie 3: 5/8" Rebar SE 64.11'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 26
Surveyor's Record Section 35 |
