Corner: NW
Date: OCT. 9, 1980
Located: BLUE GRANITE ROCK
Depth:
Placed: 1/2" REBAR
Location: ABOVE ROCK
Tie 1: 3.2' EAST & 2' SOUTH OF INTERSECTION TWP. RD. CENTERLINES.
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NW
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS # 12967
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 50.39'
Tie 2: MAG NAIL IN TOP WEST END OF 15" CMP SW 29.66'
Tie 3: MAG NAIL IN TOP EAST END OF 15" CMP SE 23.96'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: May 26, 2016
Located: Iron Pin with Yellow survey cap denoting Martin # 12967.
Depth: .50' Below the top of gravel surface.
Placed:
Location: 3.2' East of N-S Township Road Centerline, 3.7' South of E-W Township Road Centerline
Tie 1: Northing- 189922.512
Tie 2: Easting- 564063.023, Elevation- 1438.564
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon 2" above survey cap.
Corner: NW
Date: June 9, 2024
Located: 1/2" IRON #12967
Depth:
Placed:
Location:
Tie 1: N: 189922.554
Tie 2: E: 564063.044
Tie 3: REBAR TIE NW 50.39'
Tie 4: MAG NAIL IN TOP OF CULVERT SW 29.66', SE 23.96'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 10
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor?s Record Section 3 |
Corner: N1/4
Date: May 26, 2016
Located: Iron Pin with Yellow survey cap denoting Martin # 12967.
Depth: .40' Below the top of gravel surface
Placed:
Location: 4.2' South of assumed Centerline of the Township Road.
Tie 1: Northing- 189950.963
Tie 2: Easting- 566727.047, Elevation- 1449.375
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon 2" above the survey cap.
Corner: N1/4
Date: OCT. 9, 1980
Located: NOTHING
Depth:
Placed: 1/2" REBAR
Location:
Tie 1: SW. COR. SEC. 3, 2664.12'
Tie 2: SE. COR. SEC. 3, 2664.12'
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS # 12967
Depth: 0.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN SOUTHEAST SIDE OF POWER POLE SW 164.93'
Tie 2: MAG NAIL IN SOUTHWEST SIDE OF POWER POLE SE 32.82'
Tie 3: WESTERN MOST WATER GATE VALVE NE 116.55'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 3 |
Corner: NE
Date: May 24, 2016
Located: Iron Pin with a Yellow survey cap that denotes Martin # 12967
Depth: .80' Below the gravel surface.
Placed:
Location: 1' North of the E-W Road and 2' East of the N-S Road (Township)
Tie 1: Northing- 189979.205
Tie 2: Easting- 569391.106, Elevation- 1449.122
Tie 3:
Tie 4:
Remarks: Pink ribbon placed 3" and 5" above top of the survey cap.
Corner: NE
Date: OCT. 9, 1980
Located: FIELD STONE
Depth: 2.6' BELOW GRADE
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: TOP, DEAD CENTER OF TEL. PED. NE. 43.00'
Tie 2: CENTER LARGE STEEL COR. FE. POST SW. 48.85'
Tie 3: N&D PP SW. 47.27'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS #12967
Depth: 0.8' BELOW GRADE
Placed:
Location:
Tie 1: SOUTHWEST CORNER OF TELEPHONE PEDESTAL NE 41.47'
Tie 2: MAG NAIL IN NORTHWEST FACE OF POWER POLE SW 44.97'
Tie 3: CENTER TOP OF STEEL FENCE POST SW 47.69'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 10
Surveyor?s Record Section 3
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
Corner: W1/4
Date: June 7, 2024
Located: 1/2" IRON WITH NUMBER #44996.
Depth:
Placed:
Location:
Tie 1: N: 187282.157
Tie 2: E: 564090.196
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 4 IRON WITH CAP LS# 44996 "BHI"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: T-POST WITH WHITE PLASTIC SLEEVE NW 57.90'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 55.62'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 54.74'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 9 |
Corner: CENTER
No information.
Surveyor?s Record Section 10 |
Corner: E1/4
Date: Nov. 9, 2010
Located:
Depth:
Placed: 5/8" iron with seal #43844
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 11 |
Corner: SW
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
Corner: SW
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
Surveyor?s Record Section 10
Surveyor?s Record Section 9
Surveyor's Record Section 16
Surveyor?s Record Section 15 |
Corner: S1/4
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 10
Surveyor?s Record Section 15 |
Corner: SE
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: 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" 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 10
Surveyor?s Record Section 15
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
