Corner: NW
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: 2" BELOW GRADE
Tie 1: N&C PP NE. 57.30'
Tie 2: N&C PP NW. 57.25'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: NOV. 10, 2022
Located: 5/8" REBAR
Depth: 0.4' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN THE SE FACE OF TELE. PED. NW 59.49'
Tie 2: MAG NAIL IN NE FACE OF FENCE CORNER. SW 57.43'
Tie 3: MAG NAIL IN W FACE OF LONE POST. SE 155.65'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 4
Surveyor?s Record Section 32
Surveyor's Record Section 5
Surveyor?s Record Section 33 |
Corner: N1/4
Date: July 26, 2007
Located:
Depth:
Placed: 3/8" capped rebar with seal #40853 down 0.2'
Location: On the south side of the east-west road
Tie 1: PK Nail in E side of wood corner post up 2.5' NW 82.38'
Tie 2: 3/8" rebar down 0.4' below surface N 25.22'
Tie 3: 3/8" rebar down 0.4' below surface E 29.19'
Tie 4: 3/8" rebar down 0.4' below surface W 29.76'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 4
Surveyor?s Record Section 33 |
Corner: NE
Date: Nov. 1, 2016
Located: 8" x 9" Round Top Stone, Standing Upright
Depth: Down 2.7'
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Down 0.5' Over Stone
Location: On centerline of east-west road and 4' east of centerline of north-south road
Tie 1: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' NE 59.60'
Tie 2: Drill Hole in found chiseled "X" in east end of 12" concrete culvert SE 26.44'
Tie 3: Mag nail in top of west end of CMC extenstion SW 52.49'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NE
Date: July 5, 2007
Located: 1/2" capped iron pipe with seal #11943
Depth: Down 0.2'
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NE 45.82'
Tie 2: Chiseled X on E end of culvert SE 26.36'
Tie 3: Chiseled X on W end of culvert SW 31.41'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 4
Surveyor?s Record Section 33
Surveyor?s Record Section 34
Surveyor's Record Section 3 |
Corner: W1/4
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST W. 33.8'
Tie 2: TACK IN BLAZED FENCE POST NW. 41.2'
Tie 3: TACK IN COR. FE. POST E. 39.2'
Tie 4:
Remarks:
Corner: W1/4
Date: NOV. 10, 2022
Located: 1/2" REBAR IN BROKEN CONC.
Depth: 0.2' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN EAST FACE OF LONE POST. NW 49.50'
Tie 2: MAG NAIL IN WEST FACE OF PP. SE 47.95'
Tie 3: 3/8" REBAR WITH REF. CAP. NE 41.76'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: 1969
Located: CONC. MON.
Depth: 3" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C COR. POST WEST 51.40'
Tie 2: CULV. NUT NE. 52.65'
Tie 3:
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 5 |
Corner: CENTER
No information.
Surveyor's Record Section 4 |
Corner: E1/4
Date: Nov. 1, 2016
Located:
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Down 1.3'
Location: At projected intersection of downed fences east and south and in line with centerline of field road north
Tie 1: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' NE 38.04'
Tie 2: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' SW 77.08'
Tie 3: 3/8" rebar with plastic cap stamped "RLS 11943" NW 8.25'
Tie 4: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' NW 38.33'
Remarks: MN DNR LS
Corner Certification
Corner: E1/4
Date: JULY 5, 2007
Located: 1/2" rebar
Depth: 0.2' down
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface E 33.20'
Tie 2: PK Nail in W end of wood post up 3.0' SE 18.57'
Tie 3: PK Nail in W side of wood post up 3.0' S/SE 52.87'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 3 |
Corner: SW
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST SE. 45.3'
Tie 2: TACK IN COR. FENCE POST SW. 48.5'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: NOV. 10, 2022
Located: 1/2" REBAR WITH ILLEGIBLE CAP.
Depth: 0.3' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN SE FACE TEL PED. NW 61.08'
Tie 2: 3/8" REBAR WITH REF. CAP. NE 38.55'
Tie 3: 3/8" REBAR WITH REF. CAP. SE 34.29'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: 1969
Located: CONC. MON.
Depth: 10" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: CULV. NUT SW. 37.60'
Tie 2: CULV. NUT SE. 42.40'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 4
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 9 |
Corner: S1/4
Date: June 29, 2007
Located: Capped Iron Pipe
Depth: Flush with surface
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 32.15'
Tie 2: 3/8" rebar down 0.5' below surface NE 33.93'
Tie 3: 3/8" rebar down 0.5' below surface S 18.66'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 9 |
Corner: SE
Date: Nov. 1, 2016
Located: 2" diameter x 14" charred wooden stake
Depth: Down 2'
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Down 0.5' In place of wooden stake
Location: 2' east of centerline of east-west road and 2' west of centerline of road south
Tie 1: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' NW 20.65'
Tie 2: drill hole in found chiseled x in east end of 36" conc. culvert SE 32.53'
Tie 3: drill hole in found chiseled x in west end of 36" conc. culvert SW 31.71'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: June 27, 2007
Located: 1/2" capped iron pipe
Depth: 0.3' down
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 23.55'
Tie 2: Chiseled X in E end of RCP SE 31.10'
Tie 3: Chiseled X in W end of RCP SW 33.02'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 4
Surveyor's Record Section 9
Surveyor's Record Section 3
Surveyor's Record Section 10 |
