Corner: NW Date: Located: CONC. STONE Depth: Placed: Location: Tie 1: TACK IN PP NW. 46.94' Tie 2: TACK IN COR. FE. POST NW. 57.80' Tie 3: Tie 4: Remarks:
Corner: NW Date: April 11, 2006 Located: 5/8" rebar Depth: 0.4' down Placed: Location: Tie 1: Nails Xed in PP NW 47.0' Tie 2: Direction sign N/NW 41.1' Tie 3: Direction sign E/SE 45.2' Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: NW Date: OCT. 5, 1976 Located: CONC. MON. Depth: Placed: Location: Tie 1: TACK IN PP NW. 46.94' Tie 2: TACK IN COR. FE. POST NW. 57.80' Tie 3: Tie 4: Remarks:
Corner: NW Date: June 10, 2015 Located: 5/8" Iron Stake Depth: 0.6' below surface. Placed: Location: 1' West of the centerline of the South road and 2' South of the centerline of the West road. Tie 1: N = 126618.955 Tie 2: E = 463844.758 Tie 3: Elev. = 1718.005 Tie 4: Remarks: 2006 Tie #1 is good. Tie #2 West post of North direction sign 39.1'. Tie #3 South post of East/Southeast direction sign 45.2'.
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Corner: N1/4 Date: JULY 25, 2007 Located: 5/8" REBAR Depth: 6" DEEP Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: N1/4 Date: OCT. 6, 1976 Located: CONC. MON. Depth: Placed: IRON PIN Location: MON. 17' S. OF MAT CENTERLINE Tie 1: CHISELED "X" CULV. END SE. 29.20' Tie 2: CHISELED "X" CULV. END SW. 31.20' Tie 3: STEEL PIN INSLOPE N. 40.57' Tie 4: Remarks:
1861 Field Notes
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Corner: NE Date: OCT. 6, 1976 Located: CONC. MON. WITH STEEL PIN IN CENTER Depth: Placed: IRON PIN Location: Tie 1: N&C PP SE. 51.62' Tie 2: N&C TEL. PED. NW. 52.65' Tie 3: STEEL PIN INSLOPE NE. 41.23' Tie 4: Remarks: PLACED P.K. NAIL MAY 27, 1993
Corner: NE Date: Located: CONC. STONE Depth: Placed: Location: Tie 1: TACK IN COR. FE. POST SW. 49.6' Tie 2: TACK IN PP SE. 51.0' Tie 3: Tie 4: Remarks:
Corner: NE Date: JULY 25, 2007 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
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Corner: W1/4 Date: March 20, 2006 Located: Depth: Placed: 5/8" rebar with cap #44563 Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: W1/4 Date: Located: CONC. MON. Depth: 1' BELOW GRADE Placed: Location: Tie 1: N&C COR. POST E. 34.2' Tie 2: N&C PP NW. 42.8' Tie 3: 1ST. STEEL FE. S. OF COR. POST 43.4' Tie 4: Remarks:
1861 Field Notes
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Corner: CENTER No information.
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Corner: E1/4 No information.
1861 Field Notes
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Corner: SW Date: March 15, 2006 Located: 3/8" iron pin Depth: Placed: Location: At intersections of gravel roads Tie 1: Nails Xed in PP NW 53.5' Tie 2: South leg of road closed sign E/SE 57.0' Tie 3: Top center of telephone ped SE 43.1' Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: SW Date: MAY 12, 1979 Located: FIELD STONE Depth: Placed: SPIKE Location: ABOVE STONE Tie 1: N&C TEL. PED. SE. 43.13' Tie 2: N&C POWER BRACE POLE NE. 45.34' Tie 3: Tie 4: Remarks:
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Corner: S1/4 Date: June 12, 2009 Located: Stone Depth: Placed: 1" pipe with seal #43844 Location: Tie 1: Nail & survey marker in end fence post S 40.70' Tie 2: Nail & survey marker in end fence post N 37.64' Tie 3: Steel fence post with yellow survey marker tube W 1' Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Corner: S1/4 Date: MAY 12, 1979 Located: FIELD STONE 12"x12"x18" Depth: 12" BELOW GRADE Placed: 24"x24"x12" FIELD STONE & METAL SPRING Location: UNDER 12"x12"x18" FIELD STONE Tie 1: N&C FE. POST N. 36.15' Tie 2: N&C FE. POST S. 40.05' Tie 3: Tie 4: Remarks: STONE ON N/S FE. LINE
1861 Field Notes
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Corner: SE Date: JUNE 21, 1932 Located: OLD COR. Depth: Placed: Location: STONE 2.6' SW. OF LINE BETWEEN SE. AND NW. FE. COR. Tie 1: FE. COR. NW. 47.5' Tie 2: FE. COR. SE. 47.5' Tie 3: Tie 4: Remarks:
Corner: SE Date: JULY 25, 2007 Located: IRON STAKE W/ DNR CAP Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SE Date: Located: R/R SPIKE Depth: 3" BELOW GRADE Placed: Location: Tie 1: N&C POWER BRACE POLE NW. 46.08' Tie 2: N&C PP NE. 49.28' Tie 3: Tie 4: Remarks: MAY HAVE BEEN SET BY WILDLIFE CONSERVATION SURVEY
Corner: SE Date: Aug. 18, 1992 Located: Railroad Spike over stone Depth: Down 2.5' Placed: 3/4"x24" rebar with aluminum cap stamped "MN DNR Survey Marker" down 0.5' Location: Tie 1: Nail & bottle cap in SE side of PP up 1.3' NE 49.27' Tie 2: Chiseled X in E end of RCP SE 56.58' Tie 3: Chiseled X in W end of RCP SW 53.91' Tie 4: Remarks: MN DNR LS Corner Certification
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Surveyor's Record Section 16
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