Corner: NW
Date:
Located: BLUE STONE 10"x10"x16" ABOUT 1904
Depth:
Placed: CONC. STONE ABOUT 1934
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: July 25, 2013
Located: 6"x6" concrete monument
Depth: 3.1' below surface
Placed: 5/8" Iron stake with survey cap 23008 over top center of concrete monument
Location: Near the centerline of intersectionof roads
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: NW
Date: APR. 27, 1981
Located: CONC. MON.
Depth: 12" BELOW GRADE
Placed: 6" REBAR
Location: ABOVE MON.
Tie 1: N&C PP NE. 63.96'
Tie 2: RAILROAD "RAIL" SW. 45.27'
Tie 3: N&C PP SE. 47.36'
Tie 4:
Remarks:
Corner: NW
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH CAP LS 23008
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: SOUTHEAST CORNER OF TELEPHONE PEDESTAL NW 44.15'
Tie 2: RAILROAD TIE SW 45.50'
Tie 3: MAG NAIL IN NORTH FACE POWER POLE NE 64.44'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 34
Surveyor?s Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 27 |
Corner: N1/4
Date: MAY 2012
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. COULD NOT LOCATE REBAR.
Corner: N1/4
Date: APR. 27, 1981
Located: CONC. MON.
Depth: 5" BELOW GRADE
Placed: 8" REBAR
Location: SLANTED WITH HEAD ABOVE "X"
Tie 1: TOP PIPE FE. POST NORTH 34.35'
Tie 2: N&C PP SE. 81.84'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 34
Surveyor's Record Section 27 |
Corner: NE
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.
Corner: NE
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,
Surveyor's Record Section 34
Surveyor's Record Section 27
Surveyor's Record Section 26
Surveyor's Record Section 35 |
Corner: W1/4
No information.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 34
Surveyor's Record Section 33 |
Corner: CENTER
No information.
Surveyor's Record Section 34 |
Corner: E1/4
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:
Corner: E1/4
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: E1/4
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.
1861 Field Notes
Surveyor's Record Section 34
Surveyor's Record Section 35 |
Corner: SW
No information.
Surveyor's Record Section 34
Surveyor's Record Section 33
Surveyor's Record Section 4
Surveyor's Record Section 3 |
Corner: S1/4
No information.
Surveyor's Record Section 34
Surveyor's Record Section 3 |
Corner: SE
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: SE
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: SE
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:
Surveyor's Record Section 34
Surveyor's Record Section 3
Surveyor's Record Section 35
Surveyor's Record Section 2 |
