Corner: NW
Date: NOV. 20, 1969
Located: FIELD STONE
Depth: 1.3' BELOW GRADE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205710.905
Tie 2: E-543045.857
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
Corner: NW
Date: Oct. 30, 1980
Located: 5/8" iron rebar
Depth: 1.3' below grade
Placed: 1/2" iron rebar with "LS 12967" cap
Location: Over 5/8" rebar
Tie 1: N&C Tel Ped SE. 60.90'
Tie 2: N&C PP NW. 58.72'
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 25
Surveyor?s Record Section 23
Surveyor?s Record Section 26
Surveyor?s Record Section 24 |
Corner: N1/4
Date: 1985
Located:
Depth:
Placed: PIN
Location: ABOVE MARTIN LAND SURVEYING PIN
Tie 1: N&C PP. NW. 76.48'
Tie 2: N&C BLAZED TREE N. IN FARM YARD 54.22'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN BLAZED FE. POST S. 33.1'
Tie 2: TACK IN BLAZED FE. COR. N. ON LINE 29.9'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205719.116
Tie 2: E-545689.643
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
1861 Field Notes
Surveyor?s Record Section 25
Surveyor?s Record Section 24 |
Corner: NE
Date: SEPT. 25, 1980
Located: OLD IRON VALVE
Depth: FLUSH WITH ROAD SURFACE
Placed: LEFT MON. AS FOUND
Location:
Tie 1: N&C PP NE. 59.43'
Tie 2: CHISELED "X" E. END RCP SE. 37.76'
Tie 3: CHISELED "X" W. END RCP SW. 40.68'
Tie 4: N&C TEL PED W/SW 61.08'
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205725.209
Tie 2: E-548347.083
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
Surveyor?s Record Section 25
Surveyor?s Record Section 24
Surveyor?s Record Section 19
Surveyor?s Record Section 30 |
Corner: W1/4
No information.
1861 Field Notes
Surveyor?s Record Section 25
Surveyor?s Record Section 26 |
Corner: CENTER
No information.
Surveyor?s Record Section 25 |
Corner: E1/4
Date: OCT. 19, 2004
Located: IRON PIN W/ CAP NO. 19092
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Surveyor?s Record Section 25
Surveyor?s Record Section 30 |
Corner: SW
Date: JULY 20, 1981
Located:
Depth:
Placed: 5/8" REBAR
Location:
Tie 1: N&C PP NW. 47.22'
Tie 2: N&C TEL. PED. SE. 47.19'
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE FOUND NOTHING, 4.5' WEST OF CENTERLINE OF RD
Surveyor?s Record Section 25
Surveyor?s Record Section 26
Surveyor?s Record Section 35
Surveyor?s Record Section 36 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor?s Record Section 25
Surveyor?s Record Section 36 |
Corner: SE
Date: OCT. 19, 2004
Located: IRON PIN W/ CAP NO. 19092
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner: SE
Date: JULY, 1900
Located: GOV. STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: Aug 11, 2016
Located: Iron Railroad spike at the center of the intersecting Township Roads.
Depth: 1.1' Below the gravel surface.
Placed:
Location: 2' south of the E-W Township Rd Centerline, and 1' west of N-S Rd Centerline
Tie 1: Northing- 200426.451
Tie 2: Easting- 548357.465, Elev.- 1504.823
Tie 3:
Tie 4:
Remarks: Placed pink ribbon above the railroad spike and also at 6" above the spike.
Murray County Coordinates & Geoid 99 used.
Surveyor?s Record Section 25
Surveyor?s Record Section 36
Surveyor?s Record Section 30
Surveyor?s Record Section 31 |
