Corner: NW
Date: APR. 27, 1981
Located: STEEL PIN
Depth: 3" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP NE. 72.83'
Tie 2: N&C PP SE. 79.02'
Tie 3:
Tie 4:
Remarks: DID NOT DIG DEEP ENOUGH TO FIND STONE,
Corner: NW
Date: MAY 21, 2012
Located: 1/2" STEEL PIN
Depth: DOWN 8"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 168791.887
Tie 2: E = 569490.944
Tie 3: ELEV. = 1446.446
Tie 4:
Remarks: TIES ARE GOOD.
Surveyor's Record Section 35
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 26 |
Corner: N1/4
Date: 1968
Located: STONE
Depth:
Placed:
Location: STONE IS 3' WEST OF NORTH SOUTH FENCE LINE
Tie 1: N&C COR. FE. POST SOUTH 50.65'
Tie 2: N&C PP SE. 58.85'
Tie 3: HUB IN FE. LINE 75.0' SOUTH
Tie 4:
Remarks:
Corner: N1/4
Date: FEB. 5 1934
Located: CONC. STONE
Depth:
Placed:
Location: CONC. STONE IS 3' WEST OF NORTH SOUTH FENCE LINE.
Tie 1: TACK IN LIGHT POLE SE. 48.0'
Tie 2: TACK IN COR. FENCE POST NORTH 32.3'
Tie 3:
Tie 4:
Remarks: F. A. March Located Stone Monument as Per Surveyor Record Book.
Corner: N1/4
Date: MAY 21, 2012
Located: BARN SPIKE
Depth: DOWN 2"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 168803.593
Tie 2: E = 572128.335
Tie 3: ELEV. = 1467.958
Tie 4:
Remarks: BARN SPIKE WAS BENT OVER, APPEARED TO HAVE BEEN HIT BY MOTOR GRADER.
THIS MAY BE AN ASSUMED CORNER BECAUSE IT WAS JUST A SPIKE.
TIE NO. 1 IS GOOD AND TIE NO'S. 2 & 3 ARE NO GOOD.
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 26 |
Corner: NE
Date: 1934
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 35
Surveyor's Record Section 26
Surveyor's Record Section 25
Surveyor's Record Section 36 |
Corner: W1/4
Date: FEB. 5, 1934
Located:
Depth:
Placed: CONC. STONE WITH "X" ON TOP
Location:
Tie 1: TACK IN COR. FE. POST WEST 34.3'
Tie 2: TACK IN FE. POST SW. 41.8'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: MAY 21, 2012
Located: 3/4" IRON PIN
Depth: DOWN 6"
Placed:
Location: 1' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 166136.497
Tie 2: E = 569500.702
Tie 3: ELEV. = 1458.637
Tie 4:
Remarks: TIE NO. 1 IS GOOD AND TIE NO. 2 IS NO GOOD.
Corner: W1/4
Date: 1967
Located:
Depth:
Placed: IRON PIN
Location: 3" BELOW GRADE
Tie 1: SOUTH CULV. END, APRON TIE BOLT SW. 51.7'
Tie 2: TEL. PED. NW. 66.5'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 34 |
Corner: CENTER
No information.
Surveyor's Record Section 35 |
Corner: E1/4
No information.
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 36 |
Corner: SW
Date: 1967
Located:
Depth:
Placed: IRON PIN
Location: 3" BELOW GRADE
Tie 1: N&C T.P. NW. 47.1'
Tie 2: SOUTH CULV. END, APRON TIE BOLT SW. 42.3'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MAY 21, 2012
Located: 3/4" STEEL PIN
Depth: DOWN 6"
Placed: CENTERLINE OF ROAD
Location:
Tie 1: N = 163490.835
Tie 2: E = 569510.021
Tie 3: ELEV. = 1476.886
Tie 4:
Remarks: TIE NO. 1 IS NO GOOD, TIE NO. 2 IS GOOD.
Corner: SW
Date: FEB. 5, 1934
Located:
Depth:
Placed: CONC. STONE WITH "X" ON TOP
Location:
Tie 1: TACK IN COR FE. POST SW. 48.2'
Tie 2: TACK IN FE. POST NW. 41.0'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Jan. 16, 2025
Located: CONCRETE MONUMENT WITH "X" ON TOP
Depth:
Placed: 5/8" iron with seal #43844 OVER TOP OF THE CONCRETE MONUMENT.
Location:
Tie 1: N: 163490.835
Tie 2: E: 569510.021
Tie 3: TOP CENTER OF LINCOLN-PIPESTONE WATER VALVE NW 76.76'
Tie 4: NAIL & WASHER IN POWER POLE SE 58.73'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 35
Surveyor's Record Section 34
Surveyor's Record Section 3
Surveyor's Record Section 2 |
Corner: S1/4
Date: MAY 21, 2012
Located: 1/2" STEEL PIN
Depth: DOWN 12"
Placed:
Location: 1' SOUTH OF CENTERLINE OF ROAD.
Tie 1: N = 163498.106
Tie 2: E = 572117.277
Tie 3: ELEV. = 1440.462
Tie 4:
Remarks: TIES NO'S. 1 & 2 ARE NO GOOD AND TIE NO. 3 IS GOOD.
Corner: S1/4
Date: JULY 17, 1973
Located: FIELDSTONE
Depth: 12" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: AT ANGLE OVER STONE
Tie 1: N&C PP SE. 51.31'
Tie 2: N&C FE. POST S. 31.70'
Tie 3: CHISELED "X" N. END OF CENTERLINE CULVERT NE. 39.43'
Tie 4:
Remarks:
Corner: S1/4
Date: Jan. 16, 2025
Located: LARGE FIELD STONE WITH SMALLER STONES AROUND IT.
Depth:
Placed: 5/8" IRON WITH SEAL #43844 OVER TOP OF THE STONE.
Location:
Tie 1: N: 163498.106
Tie 2: E: 572117.277
Tie 3: NAIL & WASHER IN FIBER OPTIC LINE MARKER POST SW 82.43'
Tie 4: NAIL & WASHER IN POWER POLE SE 53.40'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 35
Surveyor's Record Section 2 |
Corner: SE
Date: Jan. 16, 2025
Located: LARGE FIELD STONE WITH SMALLER STONES AROUND IT.
Depth:
Placed: 5/8" iron with seal #43844 OVER THE TOP OF THE STONE.
Location:
Tie 1: N: 163510.275
Tie 2: E: 574733.403
Tie 3: NAIL & WASHER IN FIBER OPTIC POST. SW 115.79'
Tie 4: TOP CENTER OF TELE PED. NW 73.05', NAIL & B/C IN POWER POLE NE 54.96'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: JULY 17, 1973
Located: FIELDSTONE
Depth: 12" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: AT ANGLE OVER STONE
Tie 1: N&C PP NE. 54.49'
Tie 2: CHISELED "X" STONE PAINTED RED IN DITCH E/NE 47.59'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 35
Surveyor's Record Section 2
Surveyor's Record Section 36
Surveyor's Record Section 1 |
