Corner: NW Date: 1969 Located: CONC. MON. Depth: Placed: STEEL PIN Location: 2" BELOW GRADE Tie 1: N&C PP NE. 58.06' Tie 2: CHISELED "X" ON CULV. NUT NW. 41.30' Tie 3: CHISELED "X" ON CULV. NUT 40.73' Tie 4: Remarks:
Corner: NW Date: Nov. 14, 2001 Located: Rebar Depth: Placed: Location: Tie 1: Nail & shiner in PP NE 59.95' Tie 2: Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
Corner: NW Date: NOV. 8, 2005 Located: 3/4" IRON STAKE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
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Corner: N1/4 Date: NOV. 9, 2005 Located: Depth: Placed: 1" IRON STAKE W/ CAP 43803 Location: OVER TOP OF STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: N1/4 Date: July 26, 2007 Located: Depth: Placed: 3/8" capped rebar #40853 down 0.4' Location: Tie 1: PK Nail in E side of PP up 2.0' NW 64.34' Tie 2: 3/8" rebar down 0.4' below surface SE 22.92' Tie 3: 3/8" rebar down 0.4' below surface S 11.22' Tie 4: 3/8" rebar down 0.4' below surface SW 49.67' Remarks: Westwood Professional Services Corner Certification
1866 Field Notes
Surveyor?s Record Section 33
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Corner: NE Date: July 5, 2007 Located: 3/4" rebar Depth: Down 1.1' Placed: Location: Tie 1: PK Nail east end of culvert NE 29.16' Tie 2: PK Nail east end of culvert SE 33.98' Tie 3: PK Nail west end of culvert SW 35.39' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: NE Date: AUG. 24, 1931 Located: STONE Depth: Placed: Location: CENTER OF ROAD Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
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Corner: W1/4 Date: Nov. 8, 2005 Located: 5/8" IRON STAKE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: W1/4 Date: 1969 Located: CONC. MON. Depth: Placed: STEEL PIN Location: 2" BELOW GRADE Tie 1: N&C PP EAST 50.15' Tie 2: N&C TOP POST WEST 58.50' Tie 3: Tie 4: Remarks:
1866 Field Notes
Surveyor?s Record Section 33
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Corner: CENTER No information.
Surveyor?s Record Section 33 |
Corner: E1/4 Date: July 26, 2007 Located: Depth: Placed: 3/8" capped rebar with seal #40853 down 0.4' Location: Tie 1: 3/8" rebar down 0.4' below surface NW 24.94' Tie 2: 3/8" rebar down 0.4' below surface NE 28.77' Tie 3: 3/8" rebar down 0.4' below surface SE 21.40' Tie 4: 3/8" rebar down 0.4' below surface SW 19.14' Remarks: Westwood Professional Services Corner Certification
1866 Field Notes
Surveyor?s Record Section 33
Surveyor?s Record Section 34 |
Corner: SW 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: SW 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 33
Surveyor?s Record Section 32
Surveyor's Record Section 5
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Corner: S1/4 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 33
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Corner: SE 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
Corner: SE 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
Surveyor?s Record Section 33
Surveyor's Record Section 4
Surveyor?s Record Section 34
Surveyor's Record Section 3 |