Corner: NW
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Aug. 27, 2020
Located: T-POST
Depth: 1.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 46.35'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 61.59'
Tie 3: NO. 3 REBAR WITH REF CAP SE 49.25'
Tie 4:
Remarks: Westwood Professional Services
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: Aug. 27, 2020
Located: NO. 5 REBAR WITHOUT CAP
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: MAG IN SOUTH FACE OF POWER POLE NW 136.41'
Tie 2: MAG NAIL IN TOP EAST END OF 12" CMP CULVERT NW 28.90'
Tie 3: MAG IN SOUTH FACE OF POWER POLE NE 87.17'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: JUNE 12, 2012
Located: 1/2" STEEL PIN
Depth: DOWN 3"
Placed:
Location: 1' NORTH OF CENTERLINE OF ROAD.
Tie 1: N = 174068.151
Tie 2: E = 566818.545
Tie 3: ELEV. = 1471.118
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 22 |
Corner: NE
Date: APRIL 4, 2000
Located: 1/2" CAST IRON MONUMENT
Depth: 4" DEEP
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: Aug. 27, 2020
Located: NO. 5 REBAR, BENT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 65.86'
Tie 2: CENTER OF WATER GATE VALVE SW 60.30'
Tie 3: MAG NAIL IN SOUTH FACE OF POWER POLE NE 117.56'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date:
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 63.00'
Tie 2: N&C PP NE. 113.90'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: JUNE 12, 2012
Located: 1/2" CAST IRON MONUMENT
Depth: DOWN 6"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 174078.026
Tie 2: E = 569465.786
Tie 3: ELEV. = 1418.818
Tie 4:
Remarks: TIES ARE NO GOOD.
Surveyor's Record Section 27
Surveyor's Record Section 22
Surveyor's Record Section 23
Surveyor's Record Section 26 |
Corner: W1/4
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 3 REBAR WITHOUT CAP, BENT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN EAST END OF CMP CULVERT NE 137.82'
Tie 2: MAG NAIL IN NORTH END OF CMP CULVERT NW 26.24'
Tie 3: MAG NAIL IN SOUTH END OF CMP CULVERT SW 29.99'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
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: JUNE 12, 2012
Located: IRON MONUMENT, ON THE NORTH SIDE OF MON. THERE IS A BARN SPIKE THAT IS BENT OVER.
Depth: DOWN 2"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 171444.035
Tie 2: E = 569480.785
Tie 3: ELEV. = 1440.654
Tie 4:
Remarks: NO TIES.
Corner: E1/4
Date: MAY 19, 2000
Located: IRON MONUMENT INPLACE AS PER. MnDOT HWY. PLAN
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 27
Surveyor's Record Section 26 |
Corner: SW
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: SW
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
Corner: SW
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: SW
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
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 2012
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. COULD NOT LOCATE REBAR.
Corner: S1/4
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 27
Surveyor's Record Section 34 |
Corner: SE
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: SE
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 27
Surveyor's Record Section 34
Surveyor's Record Section 26
Surveyor's Record Section 35 |
