Corner: NW
Date: JUNE 13, 1969
Located: IRON ROD
Depth:
Placed:
Location: NOTE CENTERLINE OF NEW ROAD 17' N.
Tie 1: "X" ON CULV. NUT SW. 69.55'
Tie 2: "X" ON CULV. NUT NW. 78.60'
Tie 3: N&C PP SE. 49.50'
Tie 4:
Remarks:
Corner: NW
Date: Sept. 11, 2006
Located: PK Nail
Depth:
Placed:
Location: On centerline of north-south road and 16.9' south of centerline of east-west road
Tie 1: Yield sign NW 67.1'
Tie 2: Street sign NE 61.7'
Tie 3: Top NW corner of power box SE 68.8'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: NW
Date: MAY 6, 1993
Located: 3/4" STEEL PIN
Depth: 12" BELOW GRADE
Placed:
Location: COR. 17' S. CENTERLINE COUNTY ROAD
Tie 1: STEEL PIN S. 100.00' IN TWP. RD.
Tie 2: N&C PP SE. 49.70'
Tie 3: N&C COR. POST NW. 48.3'
Tie 4: N&C YIELD SIGN NW. 66.22'
Remarks: PLACED P.K. NAIL OCT. 12, 1993.
Corner: NW
Date: Aug. 21,2019
Located: None
Depth:
Placed: 5/8" iron with seal #50343
Location: On centerline of north-south road and 16.9' south of centerline of east-west road
Tie 1: N: 105448.329
Tie 2: E: 469020.888
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 28
Surveyor's Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 21 |
Corner: N1/4
Date: MAY 6, 1993
Located: STEEL PIN
Depth: 6" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP S/SW 52.15'
Tie 2: N&C TP NW. 32.5'
Tie 3: N&C COR. FE. POST S. 51.05'
Tie 4: CHISELED "X" CULV. END NE. 47.82'
Remarks: PLACED P.K. NAIL OCT. 12, 1993
Corner: N1/4
Date: APRIL 6, 1967
Located: FIELD STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 21 |
Corner: NE
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.
Corner: NE
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: NE
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
Surveyor's Record Section 28
Surveyor's Record Section 21
Surveyor's Record Section 22
Surveyor's Record Section 27 |
Corner: W1/4
Date: March 9, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: In line with fence to the east
Tie 1: Chiseled X in N end of CMP NW 40.0'
Tie 2: Chiseled X in S end of CMP SW 25.0'
Tie 3: Nails Xed in wood fence post E 30.6'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: W1/4
Date:
Located: CONC. MON.
Depth: 5" BELOW GRADE
Placed:
Location:
Tie 1: N&C GATE POST NE. 38.7'
Tie 2: N&C COR. POST E. 33.3'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: Aug. 21, 2019
Located: Concrete Monument
Depth:
Placed: 5/8" iron with seal #50343
Location:
Tie 1: N: 108169.327
Tie 2: E: 463695.634
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 29 |
Corner: CENTER
No information.
Surveyor's Record Section 28 |
Corner: E1/4
Date: NOV. 7, 1902
Located: 3 STONES 10"x10"x12"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
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
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 27 |
Corner: SW
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN COR FE POST SE. 42.3'
Tie 2: TACK IN COR FE POST SW. 40.4'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: March 20, 2006
Located: Big Spike
Depth:
Placed:
Location: Centerlines of gravel roads
Tie 1: Nails Xed in telephone ped post NE 49.2'
Tie 2: Top of water valve SE 79.2'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date:
Located: CONC. MON.
Depth: 4" BELOW GRADE
Placed:
Location:
Tie 1: N&C COR POST SE. 47.1'
Tie 2: N&C TP NE. 49.6'
Tie 3: N&C TP SW. 47.6'
Tie 4:
Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 33 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 33 |
Corner: SE
Date: NOV. 7, 1902
Located: STONES IN GRADE
Depth:
Placed: IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
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: SE
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: SE
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 28
Surveyor's Record Section 33
Surveyor's Record Section 27
Surveyor's Record Section 34 |