Corner: NW
Date: Jan. 29, 2025
Located: LARGE 2" PIPE
Depth:
Placed: 5/8" iron with seal #43844 OVER 2" PIPE.
Location:
Tie 1: N: 142398.119
Tie 2: E: 564255.279
Tie 3: NAIL & SEAL IN "NO TRESPASING" SIGN POST SW 30.97'
Tie 4: NAIL & SEAL IN FENCE POST NE 60.55', NE 85.88'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 27
Surveyor's Record Section 21
Surveyor's Record Section 28
Surveyor's Record Section 22 |
Corner: N1/4
Date: Jan. 29, 2025
Located: railroad spike in line with fence to the north
Depth:
Placed: 5/8" iron with seal #43844 AT THE LOCATION OF THE RAILROAD SPIKE
Location:
Tie 1: N: 142392.912
Tie 2: E: 566892.529
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 22 |
Corner: NE
Date: 1967
Located: CONC. MON.
Depth: 8" BELOW GRADE
Placed: STEEL PIN
Location: 1" BELOW GRADE
Tie 1: N&C PP NW. 57.50'
Tie 2: N&C TP SE. 45.0'
Tie 3: TOP OF TIE BOLT APRON NE. 42.60'
Tie 4:
Remarks:
Corner: NE
Date: MAY 16, 2012
Located: 3/4" STEEL PIPE
Depth: DOWN 8"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 142393.485
Tie 2: E = 569552.198
Tie 3: ELEV. = 1462.051
Tie 4:
Remarks: NO TIES
Corner: NE
Date: SEPT. 21, 2005
Located: 5/8" IRON MON.
Depth: 8" DOWN
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: Jan. 29, 2025
Located: 5/8" IRON IN THE CENTER OF THE INTERSECTION
Depth:
Placed: 5/8" iron with seal #43844 AFTER EXCAVATING TO LOOK FOR STONE.
Location:
Tie 1: N: 142393.485
Tie 2: E: 569552.045
Tie 3: NAIL & SEAL IN POWER POLE NW 58.18'
Tie 4: TOP CENTER TELE. PED. SE 157.20'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 27
Surveyor's Record Section 22
Surveyor's Record Section 23
Surveyor's Record Section 26 |
Corner: W1/4
No information.
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 28 |
Corner: CENTER
No information.
Surveyor's Record Section 27 |
Corner: E1/4
Date: 1967
Located: CONC. MON.
Depth: 2" BELOW GRADE
Placed: STEEL PIN
Location: 3" BELOW GRADE
Tie 1: N&C PP W. 49.5'
Tie 2: N&C COR. FE. POST E. 64.3'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: Jan. 29, 2025
Located: LARGE FLAT FIELD STONE WITH AN "X" CHISELED ON TOP.
Depth:
Placed: 5/8" iron with seal #43844 OVER TOP OF THE STONE.
Location:
Tie 1: N: 139729.484
Tie 2: E: 569569.902
Tie 3: NAIL & SEAL IN POWER POLE NW 49.73'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: MAY 16, 2012
Located: 3/4" STEEL PIN
Depth: DOWN 6"
Placed:
Location: CENTERLINE OF ROAD
Tie 1: N = 139729.666
Tie 2: E = 569569.996
Tie 3: ELEV. = 1451.892
Tie 4:
Remarks: TIE NO. 1 IS GOOD AND TIE NO. 2 IS NO GOOD.
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 26 |
Corner: SW
Date: SEPT 27, 1974
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. DUG WITH BACKHOE FOUND NOTHING; BIG FILL AREA. ROAD WAS REGRADED IN 1978.
Surveyor's Record Section 27
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 34 |
Corner: S1/4
Date: MAY 1984
Located: BRIDGE SPIKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. DUG WITH BACKHOE A 9'x5'x4' DEEP HOLE AND ONLY LOCATED A BRIDGE SPIKE.
Corner: S1/4
Date: SEPT. 26, 1974
Located: STEEL PIN IN OLD GRAVEL ROAD BED.
Depth: 2.7' BELOW GRADE
Placed: 12" STEEL PIN
Location: ABOVE PIN @ BIT. SURF.
Tie 1: N&C FE. POST NW. 56.04'
Tie 2: N&C COR. POST N. 50.55'
Tie 3: TOP STEEL FE. POST NE. 55.33'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 34 |
Corner: SE
Date: MAY 22, 1984
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG HOLE 8'x9'x4' DEEP WITH BACKHOE
Corner: SE
Date: SEPT. 1974
Located:
Depth:
Placed:
Location:
Tie 1: LOOK UP TIES FOR GRADING PLANS CO. RD 67
Tie 2: N&C S. AND SE.
Tie 3:
Tie 4:
Remarks: STEEL PIN, CONC. MON. AND 2"x2" HUB ARE GONE; SHOULD HAVE P.K. NAIL IN NEW MAT 2004
Corner: SE
Date: May 10, 2013
Located: PK Nail
Depth: Down 0.2' in Bituminous
Placed: New Mag Nail
Location: Centerline of east-west road and centerline of road north
Tie 1: West End of 24" CMP NW 52.6'
Tie 2: East End of 24" CMP NE 49.8'
Tie 3: Mag Nail in East Post of Directional Arrow Sign S 48.7'
Tie 4:
Remarks: Bolton and Menk, Inc.
Corner Certification
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 26
Surveyor's Record Section 35 |