Corner: NW
Date: 1940
Located: STONE 8"x10"x14"
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST NW. 46.7'
Tie 2: TACK IN COR. POST NE. 51.3'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: DEC. 18, 2012
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: OCT. 12, 1899
Located:
Depth:
Placed: STONE 8"x10"x14"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: DEC. 16, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH SCRIBED "X" ON TOP, DOWN 1'
Depth:
Placed: NO. 4 REBAR WITH CAP LS 45874, 0.5' BELOW GRADE
Location:
Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 45.27'
Tie 2: MAG NAIL IN SOUTHWEST FACE OF POWER POLE SE 64.96'
Tie 3: STREET SIGN NE 41.67'
Tie 4:
Remarks: THE REFERENCED N-S ROAD IS 290TH AVE NOT CSAH 45 Westwood Professional Services
Corner Certification
Surveyor?s Record Section 1
Surveyor?s Record Section 35
Surveyor?s Record Section 2
Surveyor?s Record Section 36 |
Corner: N1/4
Date: 1940
Located: CONC. MONUMENT
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST S. 33.6'
Tie 2: TACK IN GATE POST SW. 39.2'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: OCT 12, 1899
Located:
Depth:
Placed: GOV. MOUND AND STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: DEC. 16, 2020
Located: 6"X6" CONCRETE MONUMENT WITH SCRIBED "X" ON TOP, 0.3' BELOW GRADE
Depth:
Placed: NO.4 REBAR WITH CAP LS 45874 ON NORTH SIDE OF MONUMENT. DOWN 0.4'
Location:
Tie 1: TOP CENTER OF DRAIN INLET NW 45.03'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 52.50'
Tie 3: MAG NAIL IN EAST SIDE OF FENCE POST SE 47.38'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 1
Surveyor?s Record Section 36 |
Corner: NE
Date: 1940
Located: CONC. STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR POST SOUTH 34.1'
Tie 2: TACK IN COR POST NW. 52.5'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH CAP "ESPLAN LS 43803"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: MURRAY COUNTY GPS POINT NW 82.71'
Tie 2: STREET SIGN SE 52.26'
Tie 3: STOP SIGN NE 41.59'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: OCT. 12, 1899
Located:
Depth:
Placed: CONC. MONUMENT
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: SAID TOWNSHIP CORNER. ALSO SAID GOV. COR.
Surveyor?s Record Section 1
Surveyor?s Record Section 36 |
Corner: W1/4
Date: Dec. 18, 2012
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. 4 REBAR WITH BROKEN WHITE CAP
Depth: 0.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN THE TOP OF FENCE POST SE 49.14'
Tie 2: MAG NAIL IN WEST FACE OF POWER POLE NE 116.22'
Tie 3: MAG NAIL IN WEST FACE OF POWER POLE SE 143.08'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: AUG. 19, 1980
Located: FIELD STONE, 8"x10"x16"
Depth: 12" BELOW GRADE
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: N&D COR. FE. POST E/SE 33.35'
Tie 2: N&D FE. POST SE. 41.30'
Tie 3: N&D PP S/SE 67.29'
Tie 4: 8.6' N. OF FE. LINE EAST.
Remarks: Martin Land Surveying
Corner Certification
Corner: W1/4
Date: May 24, 2016
Located: Iron Pin with white survey cap with no markings.
Depth: 1/2" Below the gravel surface.
Placed:
Location: On Centerline of the township road N&S and 6' North of the Fence heading In an Easterly direction.
Tie 1: Northing- 192610.474
Tie 2: Easting- 574682.812, Elevation- 1434.090
Tie 3:
Tie 4:
Remarks: 6' North of the east fence line and on centerline of the N-S Road.
1861 Field Notes
Surveyor?s Record Section 1
Surveyor?s Record Section 2 |
Corner: CENTER
Date: OCT. 12, 1899
Located:
Depth:
Placed: STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 1 |
Corner: E1/4
Date: OCT. 12, 1899
Located:
Depth:
Placed: GOV. MOUND AND STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 1 |
Corner: SW
Date: May 24, 2016
Located: Iron Pin with a yellow survey cap that denotes Martin LS #12967.
Depth: 2" Below the gravel surface.
Placed:
Location: 1' South of the E-W Road, also 1' East of the N-S Road (Township).
Tie 1: Northing- 189953.605
Tie 2: Easting- 574703.126, Elevation- 1443.945
Tie 3:
Tie 4:
Remarks: The survey cap is in good condition and there was pink ribbon placed 1" above the survey cap.
Corner: SW
Date: AUG. 9, 1980
Located: FIELD STONE, 6"x8"x30"
Depth:
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: TOP CENTER TEL. PED. NW. 71.74'
Tie 2: TOP COR. "L" IRON COR. FE. POST SW. 45.55'
Tie 3: N&D PP SE. 43.47'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 1
Surveyor?s Record Section 2
Surveyor?s Record Section 11
Surveyor?s Record Section 12 |
Corner: S1/4
Date: May 26,2016
Located: Iron Pin with Yellow survey cap denoting Martin # 12967.
Depth: .45' Below the top gravel surface.
Placed:
Location: 6" South of the E-W Road Centerline, & On centerline of the Fence Heading Southerly.
Tie 1: Northing- 189941.950
Tie 2: Easting- 577330.459, Elevation- 1440.772
Tie 3:
Tie 4:
Remarks: Pink Ribbon placed 2" above the survey Cap.
Corner: S1/4
Date: AUG. 19, 1980
Located: HUB ABOVE FIELD STONE
Depth: 24" BELOW GRADE
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: TOP IRON COR. POST S. 32.40'
Tie 2: TOP STEEL FE. POST SW. 36.02'
Tie 3: TOP STEEL FE. POST W/SW 45.25'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: S1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH YELLOW CAP LS # 12967
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 54.48'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 52.94'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 46.25'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
Corner: SE
Date: May 26, 2016
Located: Nothing found with Metal detector.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
