Corner: NW
Date: JUNE 1, 1978
Located: CONC. MON.
Depth: 9" BELOW SURFACE
Placed:
Location:
Tie 1: N&C ELM TREE NW. 49.95'
Tie 2: N&C COR. POST NE. 46.11'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Oct. 11, 2017
Located: 5/8" Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Aug. 19, 2014
Located: 5/8" Rebar
Depth: 0.8' below surface
Placed:
Location: Center of intersection
Tie 1: N= 142540.747
Tie 2: E= 427007.184
Tie 3: Elev= 1765.509
Tie 4:
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 20 |
Corner: N1/4
Date: OCT. 18, 1926
Located: STONE
Depth:
Placed:
Location: N/S FENCE LINE, 14' EAST
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Located Stone, No One Signed Surveyor Record Book.
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 20 |
Corner: NE
Date: OCT. 19, 1926
Located:
Depth:
Placed: STONE
Location: ON EAST SIDE OF GRADE
Tie 1: COTTONWOOD SE. 21.9'
Tie 2: WILLOW SW. 46.0'
Tie 3: FEN. COR. NW. 44.5'
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Established and Placed Stone, No One Signed Surveyor Record Book.
Corner: NE
Date: JUNE 30, 1982
Located: STONE 10"x12"x15"
Depth: 33.5" BELOW SURFACE
Placed: 1" X 30" REBAR
Location: ABOVE HIGH POINT OF STONE & 3.5" BELOW GRADE
Tie 1: N&C YIELD SIGN POST SW. 32.01'
Tie 2: N&C COR. FE. POST SE. 59.88'
Tie 3: N&C BRACE POST S/SE 80.35'
Tie 4:
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 20
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: W1/4
Date: 1934
Located: CONC. STONE
Depth:
Placed:
Location:
Tie 1: TACK IN GATE POST EAST 33.0'
Tie 2: TACK IN BRACE POST SE. 40.6'
Tie 3: TACK IN BLAZED COTTONWOOD TREE WEST 40.8'
Tie 4:
Remarks: F. A. March Located Stone Monument as Per Surveyor Record Book.
Corner: W1/4
Date: APRIL 20, 1901
Located: GOV. CORNER
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Located Corner as Per Surveyor Record Book.
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 30 |
Corner: CENTER
No information.
Surveyor's Record Section 29 |
Corner: E1/4
No information.
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: SW
Date: JULY 5, 1973
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: TOP END CMP APRON SW. 40.7'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MAY 27, 1993
Located:
Depth:
Placed: 2" LONG STEEL PIN
Location:
Tie 1: STEEL PIN INSLOPE SE. 34.55'
Tie 2: STEEL PIN INSLOPE NE. 42.39'
Tie 3: STEEL PIN INSLOPE SW. 30.43'
Tie 4: P.K. NAIL 100' NORTH @ CENTERLINE OF ROAD
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: JULY 5, 1973
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: TIP END CMP APRON SE. 53.6'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: 1934
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN BRACE POST NE. 37.1'
Tie 2: TACK IN COR. FE. POST S. 42.1'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: MAY 27, 1993
Located:
Depth:
Placed: 2" LONG STEEL PIN
Location:
Tie 1: N&C PP S. 49.64'
Tie 2: STEEL PIN INSLOPE NE. 43.20'
Tie 3: N&C BRACE POST N/NE 54.17'
Tie 4: N&C FE. POST SE. 64.83'
Remarks:
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 32 |
Corner: SE
Date: MARCH 21, 1973
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: June 4, 2015
Located: Nothing
Depth:
Placed: Survey spike with seal #43844.
Location:
Tie 1: N: 137230.900, E: 432249.149
Tie 2: Iron Pin in shoulder of road. SW 29.80'
Tie 3: Iron Pin in shoulder of road. SE 28.97'
Tie 4: No other ties.
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: MAY 5, 1993
Located:
Depth:
Placed: 2" LONG STEEL PIN
Location:
Tie 1: STEEL PIN INSLOPE SE. 28.97'
Tie 2: STEEL PIN INSLOPE SW. 29.80'
Tie 3: P.K. NAIL 100' N. @ CENTERLINE CO. RD. 84
Tie 4: N&C COR. POST S. 50.08'
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 28
Surveyor's Record Section 33 |
