Corner: NW
Date: April 7,1999
Located: POINTED 10" STONE
Depth:
Placed: 5/8" IRON STAKE W/CAP NO. 23008 OVER STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 15
Surveyor's Record Section 9
Surveyor's Record Section 16
Surveyor's Record Section 10 |
Corner: N1/4
Date: Aug. 11, 2000
Located: 10" round stone
Depth: 15" down
Placed: 1"x10" iron pipe with survey cap #23008 over top center of stone
Location: On centerline of east-west road and in line with north-south fence
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 10 |
Corner: NE
Date: Aug. 11, 2000
Located: IRON MONUMENT WITH MARTIN LAND SURVEYING CAP
Depth: 6" BELOW SURFACE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 15
Surveyor's Record Section 10
Surveyor's Record Section 11
Surveyor's Record Section 14 |
Corner: W1/4
No information.
1861 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 16 |
Corner: CENTER
Date: MARCH 29,1972
Located: CONC. MON.
Depth: 0.2' BELOW GRAVEL GRADE
Placed:
Location:
Tie 1: N&C COR. POST S. 34.48'
Tie 2: N&C FE. POST NE. 49.69'
Tie 3: N&C BRACE POST NE. 41.24'
Tie 4:
Remarks:
Surveyor's Record Section 15 |
Corner: E1/4
Date: Aug. 11, 2000
Located: Nothing
Depth:
Placed: 1"x20" iron pipe with survey cap #23008
Location: Midway & on line between NE & SE corner of Sec. 15
Tie 1: Steel corner post W 33'
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 14 |
Corner: SW
Date: July 20, 2015
Located: Nail
Depth: 0.2' below surface
Placed: 5/8" X 6" Iron Stake
Location: On line with centerline of North-South road and 1' North of centerline of East-West road.
Tie 1: N = 115963.049
Tie 2: E = 532619.594
Tie 3: Elev. = 1544.779
Tie 4:
Remarks: Removed nail and place 5/8" x 6" Iron stake 0.3' below surface. Coordinates are to the 5/8" X 6" Iron stake.
Corner: SW
Date: MARCH 29, 1972
Located: CONC. MON.
Depth: 0.7' BELOW GRAVEL GRADE
Placed:
Location:
Tie 1: N&C PP NW. 50.20'
Tie 2: N&C PP NE. 49.65'
Tie 3: N&C TP SW. 50.23'
Tie 4:
Remarks:
Surveyor's Record Section 15
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: S1/4
Date: NOV. 14, 1907
Located: 6" CONC. CYLINDER "X" ON TOP
Depth:
Placed:
Location: CENTER OF ROAD IN LINE WITH N/S FENCE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: July 20, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1: N= 115954.194
Tie 2: E= 535290.701
Tie 3: ELEV.= 1534.777
Tie 4:
Remarks:
Corner: S1/4
Date: MAY 21, 1992
Located: 8" CONC. MON.
Depth: 2" BELOW GRAVEL SURFACE
Placed: 3/4" IRON PIN ON S. EDGE OF CONC. MON.
Location: 1' EAST OF FENCE
Tie 1: STEEL COR. POST NW. 40.75'
Tie 2: N&C BRACE POST NE. 41.25'
Tie 3: N&C COR. FE. POST S. 40.85'
Tie 4:
Remarks: Madsen Land Surveying
Corner: S1/4
Date: March 6, 1972
Located: Concrete Monument
Depth: 0.2' Below Gravel surface.
Placed:
Location:
Tie 1: N&C Cor. Post 34.48'
Tie 2: N&C Fe Post NE 49.69'
Tie 3: N&C Broken Post NE 41.24'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 22 |
Corner: SE
Date: NOV. 14, 1907
Located: 6" CONC. CYLINDER "X" ON TOP
Depth:
Placed:
Location: CENTER OF INTERSECTION
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: MAY 21, 1992
Located: CONC. MON. 8" DIAMETER
Depth:
Placed: IRON PIN
Location: S. EDGE CONC. MON. 5" BELOW SURFACE
Tie 1: CENTERLINE OF TEL PED. NE. 88.90'
Tie 2:
Tie 3:
Tie 4:
Remarks: Madsen Land Surveying
Corner: SE
Date: MARCH 29, 1972
Located: CONC. MON.
Depth: 0.5' BELOW GRAVEL GRADE
Placed:
Location:
Tie 1: N&C COR. FE. POST NE. 48.54'
Tie 2: N&C PP NW. 50'
Tie 3: N&C PP BRACE POST SW. 42.89'
Tie 4:
Remarks:
Corner: SE
Date: July 20, 2015
Located: 1" Iron Pin
Depth: 0.8' below surface.
Placed:
Location: On line with centerline of East-West road and on line with centerline of North-South road.
Tie 1: N = 115944.972
Tie 2: E = 537961.298
Tie 3: Elev. = 1536.091
Tie 4:
Remarks:
Surveyor's Record Section 15
Surveyor's Record Section 22
Surveyor's Record Section 14
Surveyor's Record Section 23 |
