Corner: NW Date: FEB. 25, 1987 Located: STEEL PIN Depth: Placed: Location: Tie 1: N&C FE. POST NE. 51.05' Tie 2: N&C FE. POST NW. 56.76' Tie 3: Tie 4: Remarks:
Corner: NW Date: May 5, 2008 Located: 3/8" Iron Depth: Placed: 5/8" Iron with cap #43844 Location: Tie 1: Nail & bottle cap in wooden post NW 57.77' Tie 2: Nail & bottle cap in wooden post NE 52.00' Tie 3: Top center of telephone ped NW 54.10' Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Surveyor's Record Section 3
Surveyor?s Record Section 4 |
Corner: N1/4 Date: Aug. 10, 2015 Located: 5/8" Iron Stake Depth: 1.7' below surface. Placed: 5/8" X 15" Iron Stake above existing Iron stake. Location: 0.4' below surface. In line with centerline of East-West road and with South fence line. Tie 1: N = 226957.465 Tie 2: E = 471783.444 Tie 3: Elev. = 1607.547 Tie 4: Remarks: One tie to the corner fence post South.
Corner: N1/4 Date: APRIL 7, 1970 Located: FIELD STONE WITH "X" Depth: 6" BELOW GRADE Placed: IRON PIN ASSUMED Location: Tie 1: N&C GATE POST SE. 37.05' Tie 2: N&C TEL. PED. NE. 50.70' Tie 3: N&C GATE POST SE. 46.70' Tie 4: N&C COR FE POST S. 33.70' Remarks: S. 1/4 COR. SEC. 34 LYON CO. IS 512.4' W. OF N. 1/4 COR. SEC. 3 MURRAY CO.
Surveyor's Record Section 3 |
Corner: NE Date: Aug. 10, 2015 Located: Steel fence post Depth: 0.6' below surface Placed: Location: In line with centerline of East-West road and in line with centerline of North-South road. Tie 1: N = 226952.930 Tie 2: E = 474481.454 Tie 3: Elev. = 1582.335 Tie 4: Remarks: Tie to PP Southeast is there.
Corner: NE Date: APRIL 9, 1970 Located: FIELD STONE Depth: 10" BELOW GRADE Placed: 3/4" STEEL PIN Location: ABOVE STONE Tie 1: N&C PP SE. 49.76' Tie 2: COR. POST SW. 55.01' Tie 3: Tie 4: Remarks:
Surveyor's Record Section 3
Surveyor?s Record Section 2 |
Corner: W1/4 Date: Located: METAL PIN INPLACE Depth: CAN'T SEE PIN Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: W1/4 Date: August 18, 2017 Located: Depth: At the top of the asphalt surface Placed: P.K . nail placed after 2017 Bituminous overlay project. Location: On Centerline of CSAH 29 & On centerline of the fence heading westerly Tie 1: N: 224362.498 Tie 2: E: 469195.456, Elev. 1612.880 Tie 3: Tie 4: Remarks: ?? Placed after the reconstruction in 2009. Murray County Coordinates & Geoid 99 used
Corner: W1/4 Date: MAY 14, 2008 Located: 1/2" IRON PIPE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying
1861 Field Notes
Surveyor's Record Section 3
Surveyor?s Record Section 4 |
Corner: CENTER No information.
Surveyor's Record Section 3 |
Corner: E1/4 Date: March 22, 2018 Located: Depth: Placed: 5/8"iron with seal #50343 Location: Center of north-south road and in line with fence to west. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying by Jerry Johnson Corner Certification
1861 Field Notes
Surveyor's Record Section 3
Surveyor?s Record Section 2 |
Corner: SW Date: Located: RAISED STONE Depth: Placed: Location: Tie 1: EDGE OF STEEL POST NE. 34.7' Tie 2: TACK IN COR. FE. POST NW. 41.8' Tie 3: TACK IN FE. COR. SW. 41.7' Tie 4: TACK IN COR. FE. POST SE. 41.7' Remarks:
Corner: SW Date: August 18, 2017 Located: Depth: At the top of the asphalt surface. Placed: P.K . nail placed after 2017 Bituminous overlay project. Location: On Centerline of CSAH 29 & on centerline of the Township Rd heading west Tie 1: N: 221723.829 Tie 2: E: 469276.772, Elev. 1616.983 Tie 3: Tie 4: Remarks: ?? Placed after the reconstruction in 2009. Murray County Coordinates & Geoid 99 used
Corner: SW Date: Dec. 14, 1987 Located: Nothing Depth: Placed: PK Nail in the bituminous paving Location: On centerline of east-west road and 1.3' east of north-south road Tie 1: Nail & disc in PP NE 55.45' Tie 2: North end of 18" CMP SE 65.4' Tie 3: Top of steel fence post SE 60.00' Tie 4: Nail & disc in telephone ped post SW 56.20' Remarks: Madsen Land Surveying Corner Certification
Surveyor's Record Section 3
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor?s Record Section 10 |
Corner: S1/4 Date: August 21, 2013 Located: Surveyor cap and pin, RLS # 13593 Depth: 5" Down Placed: Location: In old road bed, in line with north fence line. Tie 1: Northing = 221734.638 Tie 2: Easting = 471913.414 Tie 3: Tie 4: Remarks:
Corner: S1/4 Date: Dec. 12, 1987 Located: 6"x8"x16" stone with small stones around the stone Depth: 16" down Placed: 3/4"x24" iron pipe on west side of stone and 3/4"x16" iron monument with cap #13593 Location: 10' south east-west road and on line with fence south Tie 1: Steel corner fence post N 27.4' Tie 2: Base of steel corner fence post S 29.7' Tie 3: Tie 4: Remarks: Madsen Land Surveying Corner Certification
1861 Field Notes
Surveyor's Record Section 3
Surveyor?s Record Section 10 |
Corner: SE Date: DEC. 13, 1987 Located: FIELD STONE Depth: 19" BELOW GRADE Placed: 3/4"x16" IRON PIPE WITH CAP MARKED #13593, SET 3/4"x24" IRON PIPE ON N. SIDE OF STONE Location: OVER STONE 4" DEEP Tie 1: N&C TEL. PED. NW. 42.70' Tie 2: COR. POST NE. 45.95' Tie 3: COR. POST SW. 46.35' Tie 4: Remarks: Madsen Land Surveying Corner Certification
Corner: SE Date: JULY 29, 1998 Located: MADSON STAKE ON CL-CL, W/ CAP 13593 Depth: 4" DEEP Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |