Corner: NW
Date: 1963
Located: SPIKE (ASSUMED)
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP NE. 58.54'
Tie 2: N&C TP SW. 78.95'
Tie 3: N&C TP NW. 66.59'
Tie 4:
Remarks:
Corner: NW
Date: JUNE 5, 2012
Located: LAND SURVEYOR CAP AND PIN (TOP WAS TOO DAMAGED)
Depth: 4" DOWN
Placed:
Location: CENTERLINE OF ROAD
Tie 1: N = 179350.269
Tie 2: E = 564153.937
Tie 3: ELEV. = 1437.505
Tie 4:
Remarks:
Corner: NW
Date: Nov. 21, 2005
Located: Spike
Depth:
Placed: 1" Pipe with seal #43844
Location:
Tie 1: Nail & seal in telephone ped post NW 66.70'
Tie 2: Nail & seal in PP SE 58.40'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 22
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor?s Record Section 15 |
Corner: N1/4
Date: Nov. 21, 2005
Located:
Depth:
Placed: 1" Pipe with seal #43844
Location: Midway & on line between section corners of section 22
Tie 1: Nail & seal in PP S/SE 47.45'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: N1/4
Date: 1963
Located: SPIKE (ASSUMED)
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP NORTH 50.95'
Tie 2: N&C PP SOUTH 48.50'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: JUNE 12, 2012
Located: Iron Pipe with Cap No. 43844
Depth: DOWN 2"
Placed:
Location: 1' SOUTH OF CENTERLINE OF ROAD.
Tie 1: N = 179367.044
Tie 2: E = 566786.320
Tie 3: ELEV. = 1437.590
Tie 4:
Remarks: TIE #1 IS NO GOOD, TIE #2 IS GOOD.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 22
Surveyor?s Record Section 15 |
Corner: NE
Date: 1963
Located: NOTHING KNOWN
Depth:
Placed: IRON PIN (ASSUMED)
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Nov. 21, 2005
Located: Spike
Depth:
Placed: 1" Pipe with seal #43844
Location:
Tie 1: Top center of telephone ped NE 80.40'
Tie 2: Nail & seal in PP SW 68.50'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date: AUG. 25, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: Aug. 27, 2020
Located: 1" IRON PIPE WITH SEAL LS 43844
Depth: DOWN 0.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NW FACE OF POWER POLE NW 157.71'
Tie 2: MAG IN NW FACE OF POWER POLE SW 68.10'
Tie 3: TELEPHONE PEDESTAL POST NE 79.59'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 22
Surveyor?s Record Section 15
Surveyor?s Record Section 14
Surveyor's Record Section 23 |
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH CAP LS 23008
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: MAG NAIL IN SW FACE OF POWER POLE SE 40.97'
Tie 2: MAG NAIL IN SOUTH FACE OF LEANING FENCE POST SE 76.53'
Tie 3: MAG NAIL IN WEST FACE OF POWER POLE NE 77.55'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: JUNE 5, 2012
Located: Iron Pipe with Cap No. 23008
Depth: DOWN 4"
Placed:
Location: 1' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 176701.423
Tie 2: E = 564187.893
Tie 3: ELEV. = 1476.643
Tie 4:
Remarks:
Corner: W1/4
Date: AUG. 8, 2006
Located:
Depth:
Placed: 1" IRON PIPE W/ CAP NO. 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 21 |
Corner: CENTER
No information.
Surveyor's Record Section 22 |
Corner: E1/4
Date:
Located: CONC. MON.
Depth:
Placed: STEEL REBAR
Location: ABOVE MON.
Tie 1: CHISELED "X" BURR ON CULV. END NW. 51.15'
Tie 2: CHISELED "X" BURR ON CULV. END NE. 43.52'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: JUNE 12, 2012
Located: 1/2" REBAR THAT IS BENT OVER.
Depth: DOWN 4"
Placed:
Location: 1' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 176712.669
Tie 2: E = 569442.646
Tie 3: ELEV. = 1444.106
Tie 4:
Remarks: TIES ARE GOOD.
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 23 |
Corner: SW
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
Corner: SW
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 22
Surveyor's Record Section 21
Surveyor?s Record Section 28
Surveyor's Record Section 27 |
Corner: S1/4
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:
Corner: S1/4
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
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 27 |
Corner: SE
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: SE
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: SE
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.
Corner: SE
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
Surveyor's Record Section 22
Surveyor's Record Section 27
Surveyor's Record Section 23
Surveyor's Record Section 26 |
