Corner: NW
Date: FEB. 18, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 29
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 20 |
Corner: N1/4
Date: July 19, 2018
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: FEB. 18, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH BROKEN CAP
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN WEST FACE OF POWER POLE NW 27.43'
Tie 2: CENTERLINE OF STATE HIGHWAY 30 SW 48.71'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 76.00'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 20 |
Corner: NE
Date: APR. 14, 1978
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 6'x6'x7' DEEP HOLE WITH BACKHOE FOUND NOTHING
Corner: NE
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: NOV. 8, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: July 19, 2018
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 29
Surveyor's Record Section 20
Surveyor's Record Section 21
Surveyor?s Record Section 28 |
Corner: W1/4
Date: April 27, 2011
Located: 1/2" smooth iron
Depth:
Placed:
Location:
Tie 1: Fence E 38.95'
Tie 2: Fence SE 55.48'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: W1/4
Date: MARCH 7, 2005
Located: 1/2" IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.6' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NORTH SIDE OF SQUARE CORNER POST NW 69.15'
Tie 2: NAIL & DISK IN TOP OF FENCE CORNER POST SE 55.50'
Tie 3: MAG NAIL IN NORTH FACE OF POWER POLE NE 42.04'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 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: Aug. 27, 2020
Located: SURVEY PLUNGER AND DISK SET FLUSH WITH ASPHALT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 116.27'
Tie 2: MAG NAIL IN SE FACE OF POWER POLE SW 98.68'
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: 1986
Located: STONE
Depth:
Placed: 1/2" REBAR, PK NAIL
Location: NAIL ABOVE REBAR
Tie 1: CHISELED "X" CULV. NE. 46.66'
Tie 2: CHISELED "X" CULV. SE. 47.47'
Tie 3: CHISELED "X" CULV. NW. 46.31'
Tie 4:
Remarks:
Corner: E1/4
Date: April 27, 2011
Located:
Depth:
Placed: Survey Spike with seal #43844
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: NOV. 8, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 29
Surveyor?s Record Section 28 |
Corner: SW
Date: MARCH 7, 2005
Located: IRON STAKE W/ CAP
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: Aug. 27, 2020
Located: IRON WITH ILLEGIBLE CAP
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: FND NAIL W/ BOTTLE CAP NE FACE PP SE 41.56'
Tie 2: FND NAIL W/ BOTTLE CAP S FACE OF CORNER POST NE 64.76'
Tie 3: SE CORNER OF TELEPHONE PEDESTAL NW 46.75'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: MAY 15, 1975
Located: CONC. MON.
Depth: 10" BELOW GRADE
Placed:
Location:
Tie 1: N&C TP NW. 47.21'
Tie 2: N&C TP SW. 86.95'
Tie 3: N&C PP SE. 42.86'
Tie 4:
Remarks:
Corner: SW
Date: Oct. 11, 1985
Located: Field Stone
Depth: 36" Below the Gravel Surface.
Placed: Broken Conc. Block on top of the field stone.
Location:
Tie 1: N&C in F.P. NNE 63.86'
Tie 2: N&C in F.P. NE 60.68'
Tie 3: N&C in P.P. SE 41.68'
Tie 4:
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 30
Surveyor's Record Section 31
Surveyor's Record Section 32 |
Corner: S1/4
Date: MAY 15, 1975
Located: CONC. MON.
Depth: 6" BELOW GRADE
Placed:
Location:
Tie 1: N&C COR POST S. 33.96'
Tie 2: N&C FE POST SE. 42.70'
Tie 3: N&C COR POST N. 37.26'
Tie 4:
Remarks:
Corner: S1/4
Date: Oct. 11, 1985
Located: Conc. Monument
Depth: 8" Below the Gravel surface.
Placed: R/R Spike.
Location:
Tie 1: N&C in F.P. S 34.19'
Tie 2: N&C in F.P. N 34.82'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: April 27, 2011
Located: Concrete Monument
Depth:
Placed: Railroad Spike on the north and south side of monument
Location: 4' west of fence south
Tie 1: Nail & bottle cap in second wooden post N 46.75'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: S1/4
Date: Aug. 27, 2020
Located: 6" X 6" CONCRETE MONUMENT AND RAILROAD SPIKES 0.25' NORTH AND 0.4' SOUTH
Depth:
Placed:
Location:
Tie 1: MAG IN EAST FACE OF BRACE POST NE 46.76'
Tie 2: STEEL POST SE 39.70'
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 32 |
Corner: SE
Date: April 27, 2011
Located: PK NAIL
Depth:
Placed: 3" SPIKE W/CAP NO. 43844.
Location: INPLACE OF THE PK NAIL
Tie 1: N&C PP NW. 73.32'
Tie 2: N&C PP SW. 58.34'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: APR. 27, 1981
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 75.65'
Tie 2: N&C PP SW. 59.51'
Tie 3: N&C STOP SIGN POST NE. 77.11'
Tie 4:
Remarks: These ties are incorrect.
Corner: SE
Date: Aug. 27, 2020
Located: SURVEY PLUNGER AND DISK
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN SOUTH FACE POWER POLE NW 72.38'
Tie 2: MAG NAIL IN SE FACE POWER POLE SW 58.03'
Tie 3: MAG NAIL IN SW FACE POWER POLE SE 96.03'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor?s Record Section 28
Surveyor's Record Section 33 |
