Corner: NW
Date: Nov. 6, 2013
Located: 6"x10" Stone
Depth: 2.6' Deep
Placed: 5/8" Iron Stake with Survey Cap #23008 over top center of stone
Location: Centerline of Intersection
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: NW
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITHOUT CAP
Depth: 0.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN SOUTH FACE OF POWER POLE NW 132.47'
Tie 2: NORTHEAST CORNER OF TELEPHONE PEDESTAL SW 71.45'
Tie 3: MAG NAIL IN SE FACE OF POWER POLE NE 110.37'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 15
Surveyor?s Record Section 9
Surveyor's Record Section 16
Surveyor?s Record Section 10 |
Corner: N1/4
Date: DEC. 16, 2020
Located: NO. 4 REBAR WITH CAP LS # 45874
Depth: DOWN 0.5'
Placed:
Location:
Tie 1: MAG NAIL IN NORTHEAST SIDE OF POWER POLE NW 75.85'
Tie 2: T-POST WITH WHITE PVC SLEEVE SE 94.86'
Tie 3: MAG NAIL IN NORTHWEST SIDE OF POWER POLE NE 176.73'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 15
Surveyor?s Record Section 10 |
Corner: NE
Date: NOV. 13, 1997
Located: 8" STONE
Depth: 26" DEEP AT C.L. OF TWP. RD INT.
Placed: 3/4" PIPE W/ CAP NO. 23008
Location: OVER TOP OF STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
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" OPEN PIPE WITH BROKEN CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG IN NORTHEAST FACE OF POWER POLE NW 49.06'
Tie 2: MAG IN TOP OF TELEPHONE PEDESTAL POST SE 46.71'
Tie 3: YIELD SIGN NE 47.29'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 15
Surveyor?s Record Section 10
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: W1/4
Date: Nov. 6, 2013
Located: Nothing
Depth:
Placed: 5/8" Iron Stake with Survey Cap #23008
Location: Midway and Online between NE & SE Corners of section 16
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITHOUT CAP BENT SHORT AT BASE
Depth:
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NE 36.96'
Tie 2: NO. 3 REBAR WITH REF. CAP SE 47.12'
Tie 3: NO. 3 REBAR WITH REF. CAP NW 38.37'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: April 19, 2016
Located: Survey Marker Spike
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 15
Surveyor's Record Section 16 |
Corner: CENTER
No information.
Surveyor?s Record Section 15 |
Corner: E1/4
Date: NOV. 03,2020
Located: REMNANTS OF WOOD POST ON APPARENT CENTERLINE OF TREE LINE TO THE EAST
Depth: DOWN 2'
Placed: NO. 4 REBAR WITH CAP LS 45874 DOWN 0.5'
Location:
Tie 1: NO.3 REBAR WITH REF. CAP NW 39.49'
Tie 2: MAG NAIL IN NORTH END OF PLASTIC CULVERT NE 36.73'
Tie 3: MAG NAIL IN NORTH END OF PLASTIC CULVERT SE 25.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: SW
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: SW
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: SW
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 15
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: S1/4
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: S1/4
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.
Corner: S1/4
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
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 15
Surveyor's Record Section 22 |
Corner: SE
Date: AUG. 25, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
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
Corner: SE
Date: 1963
Located: NOTHING KNOWN
Depth:
Placed: IRON PIN (ASSUMED)
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
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
Surveyor?s Record Section 15
Surveyor's Record Section 22
Surveyor?s Record Section 14
Surveyor's Record Section 23 |
