Corner: NW Date: Nov. 15, 2007 Located: Soild iron Depth: Up 1.0' 3 feet under water Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: MN DNR LS Corner Certification
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Corner: N1/4 Date: NOV. 8, 1972 Located: FIELD STONE Depth: 10" BELOW GRAVEL ROAD TOP Placed: 8" STEEL POST Location: Tie 1: NAIL IN 2"x2" HUB AT COR. POST LOCATION S. 44.00' Tie 2: NAIL IN 2"x2" HUB E. OF FIRST STEEL FE. POST SW. 58.05' Tie 3: N&C TOP OF WOOD FE. POST PAINTED RED NE. 45.90' Tie 4: Remarks:
Corner: N1/4 Date: Nov. 8, 2007 Located: 8" long steel fence post over a pointed stone Depth: Down 0.3' and 1.1' respectively Placed: 3/4"x6" rebar with plastic cap stamped "MN DNR LS 17003" over stone down 6" Location: in line with field division south & 4' north of centerline east-west road Tie 1: Tie 2: Tie 3: Tie 4: Remarks: MN DNR LS Corner Certification
Corner: N1/4 Date: APRIL 22, 1994 Located: STEEL FENCE POST OVER STONE Depth: Placed: Location: Tie 1: BC PP NE. 115.90' Tie 2: STATE PARK STEEL POST S. 44.0' Tie 3: Tie 4: Remarks:
Surveyor's Record Section 5
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Corner: NE Date: OCT. 27, 1913 Located: Depth: Placed: BLUE STONE IN GRADE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: NE Date: APRIL 22, 1994 Located: 5/8" ROD Depth: 24" BELOW GRADE Placed: 3/4"x24" IRON PIN Location: ABOVE EXISTING ROD Tie 1: BRASS TAG PP. NE. 39.25' Tie 2: BRASS TAG PP. SE. 48.85' Tie 3: BRASS TAG PP. SW. 52.70' Tie 4: Remarks:
Corner: NE Date: July 2, 1997 Located: 14"x18" Blue Granite stone with rounded top Depth: Down 1.8' Placed: 3/4"x12" rebar with aluminum cap stamped "DNR Survey Marker" over top center of stone Location: On centerline of east-west road & centerline of south road Tie 1: Nail & disc LS 12967 SE side of brace post up 3.4' NE 45.64' Tie 2: Nail & washer NE side of PP up 1.0' SE 47.54' Tie 3: Nail & washer SE side of PP up 1.0' SW 46.23' Tie 4: Remarks: MN DNR LS Corner Certification
Corner: NE Date: OCT. 1, 1974 Located: FIELD STONE Depth: 10" BELOW GRAVEL ROAD TOP Placed: STEEL PIN Location: ABOVE STONE Tie 1: N&C PP SW. 51.99' Tie 2: N&C PP SE. 48.10' Tie 3: STEEL PIN N. 28.00', 8' SOUTH OF FENCE Tie 4: Remarks:
Corner: NE Date: NOV. 27, 2007 Located: DNR SURVEY MARKER Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NE Date: NOV. 07, 2021 Located: BENT 3/4" X 26" SMOOTH BAR FLUSH WITH THE ROAD. Depth: Placed: 1/2" X 18" REBAR CAPPED "RLS 57085" AT THE EXACT LOCATION OF THE BENT SMOOTH BAR. Location: Tie 1: NAIL WITH DISK IN THE SE FACE OF POWER POLE. SW 46.11' Tie 2: MAG NAIL IN SE FACE OF 5' LONE WOOD POST. NE 44.15' Tie 3: NAIL WITH DISK IN EAST FACE OF POWER POLE. SE 47.63' Tie 4: Remarks: Westwood Professional Services Corner Certification
Surveyor's Record Section 5
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Surveyor?s Record Section 33
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Corner: W1/4 Date: April 29, 2008 Located: 10"x7"x5" stone Depth: Down 2.2' Placed: 3/4"x24" rebar with plastic cap stamped "MN DNR LS 17003" over stone Location: 2' east of old down fence line Tie 1: Tie 2: Tie 3: Tie 4: Remarks: MN DNR LS Corner Certification
1861 Field Notes Meandering Corners
1861 Field Notes
Meandering Corner #7
Surveyor's Record Section 5
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Corner: CENTER No information.
Surveyor's Record Section 5 |
Corner: E1/4 Date: OCT. 27, 1913 Located: Depth: Placed: BLUE STONE 10"x12"x24" Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: Dec. 04,2021 Located: NONE Depth: Placed: 1/2" X 18" REBAR CAPPED "RLS 57085" Location: SEE CORNER CERT. Tie 1: MAG NAIL IN NORTH FACE OF POWER POLE. SE 32.06' Tie 2: MAG NAIL IN TOP OF EAST END OF CMP. SE 34.41' Tie 3: MAG NAIL IN TOP OF EAST END OF CMP. SW 28.26' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor's Record Section 5
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Corner: SW No information.
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Corner: S1/4 Date: Oct. 27, 1913 Located: Depth: Placed: 2 STONES ONE ON TOP OF THE OTHER Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: S1/4 Date: DEC. 14, 2005 Located: IRON MONUMENT INPLACE UNDER BIT. SURFACE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 5
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Corner: SE Date: Located: 9"x14"x20" GRAY STONE; HAS BRICKS AND BOLTS AROUND IT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: SE Date: MAY 18, 1999 Located: Depth: Placed: 5/8"x18" REBAR AFTER REGRADE Location: Tie 1: N&C PP NE. 41.45' Tie 2: N&C PP NW. 63.30' Tie 3: Tie 4: Remarks: PLACED P.K. NAIL IN 2000.
Corner: SE Date: NOV. 07, 2021 Located: P.K. NAIL 0.2' BELOW ROAD SURFACE. Depth: Placed: 1/2" REBAR CAPPED "RLS 57085" IN THE EXACT POSTION OF THE PRVIOUSLY FOUND P.K. NAIL. Location: Tie 1: MAG NAIL IN SW FACE OF POWER POLE. NW 66.23' Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE. SW 115.06' Tie 3: NAIL WITH DISK IN NORTHWEST FACE OF POWER POLE. NE 42.35' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: SE Date: JULY 27, 1992 Located: 3/4" PIN AND BRIDGE SPIKE AT DIFFERENT LOCATIONS Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: DUG 2'x1.7'x3.3' DEEP, HOLE
Corner: SE Date: SEPT. 27, 1988 Located: 3/4" IRON STAKE INPLACE AT INT. OF ROADS. Depth: 3" BELOW SURFACE Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Sioux Engineering Corner Certification
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 4
Surveyor's Record Section 9 |