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 |