Corner: NW Date: March 21, 2006 Located: Depth: Placed: 5/8" rebar with cap #44563 Location: At centerline of intersection Tie 1: Nails Xed in PP NW 125.4' Tie 2: Nails Xed in wood post SE 47.9' Tie 3: Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: NW Date: April 29, 2013 Located: 11"x12" Field Stone Depth: 2.3' below surface in unmixed soil Placed: 5/8" iron stake with survey cap #23008 over stone Location: Center of Township Road Tie 1: PP with nails "X" on side NW 125.78' Tie 2: Wood Post with nails "X" on side SE 46.15' Tie 3: Tie 4: Remarks: Zieske Land Surveying
Prior Corner set by Ulteig in 2006 is 3.93' north and 1.25' east of actual corner. Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 19
Surveyor?s Record Section 30
Surveyor?s Record Section 20 |
Corner: N1/4 Date: NOV. 11, 1912 Located: Depth: Placed: STONE 10"x12"x18" Location: IN A ROAD Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: N1/4 Date: July 12, 2017 Located: 1/2" Iron Pipe down 0.2' 10" x 12" x 18" Stone down 4' and 1' from iron pipe. Depth: Placed: 4" x 20" cast iron monument down 8" Over Stone. Location: Centerline of east-west road and slightly west of fence line north. Tie 1: PK nail and plastic disk east end of 18" CMP SE 33.86' Tie 2: PK nail and plastic disk west end of 18" CMP SW 27.05' Tie 3: Tie 4: Remarks: Great River Energy Survey Crew Jacob R. Cunningham Corner Certification
Corner: N1/4 Date: March 21, 2006 Located: 1/2" iron pipe Depth: Placed: Location: In centerline of gravel road Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 20 |
Corner: NE Date: Located: STONE 10"x12"x22" Depth: Placed: Location: Tie 1: FE. COR. NW. 45.6' Tie 2: TP NE. 72.5' Tie 3: Tie 4: Remarks:
Corner: NE Date: June 10, 2015 Located: 1/2" Iron Pipe Depth: 1.1' below surface. Placed: Location: Centerline of North-South road and 1' North of centerline of East road. Tie 1: N = 142441.995 Tie 2: E = 463914.899 Tie 3: Elev. = 1699.280 Tie 4: Remarks: Only tie is Tie #1 from DNR.
Corner: NE Date: Nov. 2, 1983 Located: 3/4"x8" rebar over a 10"x12"x22" field stone Depth: Down 3" Placed: 1.25"x1.25"x12" perforated steel tube with aluminum cap stamped "DNR Survey Marker" down 0.4' Location: On centerline of north-south road and centerline of east-west road Tie 1: Nail & DNR Disc in SW side of PP up 4? NW 57.79' Tie 2: Nail & DNR Disc in SE side of yield sign post up 3? NE 45.73' Tie 3: Nail & DNR Disc in SE side of yield sign post up 4? SW 48.32' Tie 4: Remarks: MN DNR LS Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 20
Surveyor?s Record Section 21
Surveyor?s Record Section 28 |
Corner: W1/4 Date: March 21, 2006 Located: Depth: Placed: 5/8" rebar with cap #44563 Location: On centerline of north-south road and on line with fence to the east Tie 1: Nails Xed on wood post W 35.0' Tie 2: Nails Xed on wood post E 37.5' Tie 3: Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: W1/4 Date: April 29, 2013 Located: Pile of shale/small stones Depth: 1.3' below surface in unmixed soil Placed: 5/8" iron stake with survey cap #23008 Location: Tie 1: Wood Post with nails "X" on side W 37.82' Tie 2: Wood Post with nails "X" on side E 34.76' Tie 3: Tie 4: Remarks: Zieske Land Surveying
Prior Corner set by Ulteig in 2006 is 1.67' south and 2.78' west of actual corner. Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 30 |
Corner: CENTER No information.
Surveyor?s Record Section 29 |
Corner: E1/4 Date: March 21, 2006 Located: Depth: Placed: 5/8" rebar with cap #44563 Location: Tie 1: PK Nail in PP NW 130.7' Tie 2: Tie 3: Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: E1/4 Date: JUNE 4, 1977 Located: STONE Depth: Placed: Location: Tie 1: TACK IN BRACE POST SE. 39.9' Tie 2: TACK IN COR. FE. POST E. ON LINE 35.8' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: June 10, 2015 Located: 5/8" Rebar with Unreadable cap. Depth: 0.9' below surface. Placed: Location: Centerline of North-South road and in line with East-West fence line. Tie 1: N = 139800.327 Tie 2: E = 463904.127 Tie 3: Elev. = 1704.221 Tie 4: Remarks: All ties gone.
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 28 |
Corner: SW Date: Jan. 10, 1980 Located: 1 1/2"x23" iron pipe over an 8"x10"x12" stone with attraction under it Depth: Placed: 1 1/2"x18" iron pipe over said stone Location: At PI of north-south and east roads and 1' south of fence to the west Tie 1: DNR reference point on NE side of anchor post up 6' NW 38.78' Tie 2: DNR reference point on NW side of PP up 1' NE 46.94' Tie 3: DNR reference point on SW side of PP up 1' SE 52.60' Tie 4: Top center telephone ped SW 43.85' Remarks: MN DNR LS Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 30
Surveyor?s Record Section 31
Surveyor?s Record Section 32 |
Corner: S1/4 Date: Located: STONE Depth: Placed: Location: Tie 1: TACK IN COR. FE. POST S. 30.8' Tie 2: TACK IN COR. FE. POST N. 33.6' Tie 3: TACK IN FE. POST NW. 41.9' Tie 4: Remarks:
Corner: S1/4 Date: Located: ORIGINAL FIELD STONE Depth: 1.8' BELOW GRAVEL Placed: 1/2"x1'-3" STEEL PIN Location: ABOVE STONE Tie 1: N&C PP NE. 84.76' Tie 2: N&C FE. POST N. 44.92' Tie 3: Tie 4: Remarks:
Corner: S1/4 Date: Oct. 21, 2005 Located: 1/2" iron Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 32 |
Corner: SE Date: March 21, 2006 Located: Rebar with an unreadable cap Depth: Placed: Location: Intersection of centerlines of both roads Tie 1: PK Nail in PP NW 60.3' Tie 2: Street sign NE 54.4' Tie 3: Yield sign SW 43.4' Tie 4: Remarks: Ulteig Engineering, Inc. Corner Certification
Corner: SE Date: June 1, 2015 Located: Iron Stake Depth: 10" below surface. Placed: Location: Centerline of North road and 2' South of East-West road. Tie 1: N = 137158.157 Tie 2: E = 463894.104 Tie 3: Elev. = 1710.537 Tie 4: Remarks: All ties are good.
Surveyor?s Record Section 29
Surveyor?s Record Section 32
Surveyor?s Record Section 28
Surveyor?s Record Section 33 |