Corner: NW Date: MAY 13, 1899 Located: STONE AND STAKE, STONE 10"x20"x24" ON LINE Depth: Placed: Location: Tie 1: FE COR. SW 39.0' Tie 2: FE COR. NW 39.4' Tie 3: FE COR. NE 39.2' Tie 4: FE COR. S 41.4' ON LINE Remarks:
Corner: NW Date: APR. 3, 1991 Located: STEEL PIN Depth: 4" BELOW GRADE Placed: 1/2"x8" REBAR, APRIL 8, 1992 Location: ABOVE STEEL PIN Tie 1: 3/8" REBAR NE. 54.28' Tie 2: 3/8" REBAR NW. 58.22' Tie 3: 3/8" REBAR SE. 63.87' Tie 4: Remarks:
Corner: NW Date: 1963 Located: FIELD STONE Depth: 4" BELOW GRADE Placed: STEEL PIN IN 1967 Location: ABOVE STONE 3" BELOW GRADE Tie 1: N&C TP. NW. 63.20' Tie 2: 2x2 HUB SW. 75.90' Tie 3: Tie 4: Remarks:
Corner: NW Date: Nov. 17, 1998 Located: 5/8" iron stake Depth: At road surface Placed: Location: Tie 1: Top center of telephone ped NE 119.30' Tie 2: Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
Surveyor?s Record Section 8
Surveyor?s Record Section 6
Surveyor?s Record Section 7
Surveyor?s Record Section 5 |
Corner: N1/4 Date: 1967 Located: FIELD STONE Depth: 3" BELOW ROAD GRADE Placed: STEEL PIN Location: ABOVE STONE Tie 1: HUB IN FE. LINE N. 100' Tie 2: HUB SW. 78.7' Tie 3: TOP EDGE OF CONC. APRON NW. 53.1' Tie 4: Remarks:
Corner: N1/4 Date: Located: STONE Depth: Placed: Location: Tie 1: TACK IN BLAZED WILLOW TREE SW. 41.1' Tie 2: TACK IN COR. FE. POST N. ON LINE 33.1' Tie 3: Tie 4: Remarks:
Corner: N1/4 Date: APR. 3, 1991 Located: STEEL PIN Depth: 0.3' BELOW GRADE Placed: 1/2"x8" REBAR 4-8-92 Location: ABOVE STEEL PIN Tie 1: 3/8" REBAR SE. 33.04' Tie 2: 3/8" REBAR SW. 36.90' Tie 3: TOP EDGE CONCRETE APRON NW. 53.22' Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 5 |
Corner: NE Date: APRIL 2, 1991 Located: STEEL PIN Depth: 5" BELOW GRADE Placed: 1/2"x8" REBAR APRIL 8, 1992 Location: ABOVE STEEL PIN 3" BELOW GRADE Tie 1: N&C PP NE. 60.53' Tie 2: "X" TOP TEL. RISER NW. 58.60' Tie 3: 3/8" REBAR SW. 58.54' Tie 4: Remarks:
Corner: NE Date: 1967 Located: FIELD STONE Depth: Placed: STEEL PIN Location: ABOVE FIELD STONE 3" BELOW GRADE Tie 1: N&C PP NE. 60.4' Tie 2: N&C TP NW. 70.4' Tie 3: N&C TP SW. 68.3' Tie 4: Remarks:
Surveyor?s Record Section 8
Surveyor?s Record Section 5
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |
Corner: W1/4 Date: OCT. 23, 1979 Located: LATH Depth: 8" BELOW GRADE Placed: 24" IRON BOLT Location: 3" BELOW GRADE Tie 1: N&C 1ST WOOD FE. POST W. 48.72' Tie 2: 2"x2" HUB ON 33' R/W LINE NW. 46.87' Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 7 |
Corner: CENTER Date: JUNE 20, 1899 Located: Depth: Placed: STONE 12"x16"x22" Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor?s Record Section 8 |
Corner: E1/4 Date: JUNE 19,1899 Located: 8"x10"x18" STONE Depth: Placed: Location: Tie 1: TACK IN COR. POST E. ON LINE 40.2' Tie 2: TACK IN COR. POST W. ON LINE 40.2' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: Oct. 31, 2011 Located: 3/8" iron pipe Depth: Placed: Location: in line with fences to the east and west Tie 1: Nail and bottle cap in PP SE 64.32' Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Corner: E1/4 Date: March 21, 2000 Located: Depth: Placed: 3/8" REBAR Location: 0.2' BELOW GRADE Tie 1: N&C PP SE. 64.32' Tie 2: REBARS WEST 96.91', 194.41' & 298.52' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: June 29, 2015 Located: 3/8" Iron Stake Depth: 0.4' below surface. Placed: Location: 1.0' West of centerline of North-South road and in line with East fence. Tie 1: N = 218951.702 Tie 2: E = 558605.156 Tie 3: Elev. = 1408.169 Tie 4: Remarks: Tie in PP SE 64.32' is there.
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 9 |
Corner: SW Date: OCT. 19, 1979 Located: FOUND NOTHING Depth: Placed: 2"x2" HUB WITH NAIL Location: GRAVEL SURFACE Tie 1: N&C COTTONWOOD TREE SE. 29.50'. GONE AFTER REGRADE. Tie 2: N&C BOX ELDER TREE NE. 58.97'. GONE AFTER REGRADE. Tie 3: Tie 4: Remarks: DUG 6"x6"x4" HOLE FROM CHAINAGE N. AND E.
Surveyor?s Record Section 8
Surveyor?s Record Section 7
Surveyor?s Record Section 18
Surveyor?s Record Section 17 |
Corner: S1/4 Date: Located: FIELD STONE Depth: 2' BELOW GRADE Placed: 1/2"x18" IRON PIN Location: ABOVE STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 17 |
Corner: SE Date: JUNE 19, 1899 Located: 8"x10"x32" STONE Depth: Placed: Location: Tie 1: TACK IN COR. POST NE. 48.7' Tie 2: TACK IN COR POST SE. 48.3' Tie 3: Tie 4: Remarks:
Corner: SE Date: July 28, 2009 Located: 8"x10"x32" Broken Stone Depth: 7.3' Down Placed: 3/4"x24" Rebar with plastic cap stamped "MN DNR LS 17003" Location: 0.4' Below Surface Over Stone Tie 1: Nail and bottle cap in face of PP NE 60.53' (2000 Tie) Tie 2: Chiseled X in top of 18" RCP Apron SW 56.36' (2000 Tie) Tie 3: Tie 4: Remarks: MN DNR LS Corner Certification
Corner: SE Date: MAR 21 2000 Located: Depth: 0.2' BELOW GRADE Placed: 3/8" REBAR Location: Tie 1: N&C PP E/NE 60.15' Tie 2: "X" IN RCP CULVERT W/SW 56.7' Tie 3: Tie 4: Remarks:
Corner: SE Date: June 29, 2015 Located: Iron Stake with DNR cap. Depth: 0.3' below surface. Placed: Location: 3' West of centerline of North-South road and in line with centerline of East-West road. Tie 1: N = 216308.393 Tie 2: E = 558608.670 Tie 3: Elev. = 1411.462 Tie 4: Remarks: DNR ties from 2009 are good.
Surveyor?s Record Section 8
Surveyor?s Record Section 17
Surveyor?s Record Section 9
Surveyor?s Record Section 16 |