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 |
