Corner: NW
Date: 1940
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: August 28, 2013
Located: Surveyors Cap and Pin
Depth: Down 2"
Placed:
Location: Centerline of CSAH 14 and 1.5' West of Centerline of North and South TWP. Road
Tie 1: Northing = 195154.717
Tie 2: Easting = 564062.061
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: June 4, 2024
Located: IRON WITH BROKEN CAP OVER A CONCRETE MONUMENT
Depth:
Placed:
Location:
Tie 1: N: 195154.710
Tie 2: E: 564062.056
Tie 3: SE CORNER ELEC. BOX NW 46.85'
Tie 4: WATER VALVE NE 50.60', WATER VALVE SW 54.00'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NW
Date: Oct. 9, 1980
Located: Concrete Monument
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap over monument
Location: 1.5' west of north-south road and on centerline of east-west road
Tie 1: Brass Disc "LS 12967" & nail in PP NW 44.40'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 50.00'
Tie 3: Brass Disc "LS 12967" & nail in guy pole SW 45.30'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NW
Date: Aug. 27, 2020
Located: NO. 4 WITH BROKEN CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SE CORNER OF ELECTRICAL CABINET NW 46.98'
Tie 2: CENTER OF WATER GATE VALVE SW 54.23'
Tie 3: CENTER OF WATER GATE VALVE NE 50.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 3
Surveyor?s Record Section 33
Surveyor?s Record Section 4
Surveyor?s Record Section 34 |
Corner: N1/4
Date: 1940
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR. FE. POST N. ON LINE 34.2'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: August 28, 2013
Located: Concrete Mon. with R/R Spike on the East and West Sides.
Depth: Down 6"
Placed:
Location: 2' north of the Centerline of CSAH 14
Tie 1: Northing = 195168.973
Tie 2: Easting = 566712.829
Tie 3:
Tie 4:
Remarks: No Ties
Corner: N1/4
Date: JUNE 4, 2024
Located: 6" X 6" CONCRETE MONUMENT WITH CHISELED "X" ON TOP AND RAILROAD SPIKES ON THE SIDES.
Depth:
Placed:
Location:
Tie 1: N: 195168.776
Tie 2: E: 566712.681
Tie 3: 1/2" REBAR W/ REF. CAP NW 35.45'
Tie 4: MAG NAIL IN WOOD POST IN FENCELINE S 35.17'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: N1/4
Date: Sept. 23, 1980
Located: Concrete Monument
Depth: 6" below grade
Placed: railroad spikes on each side of the concrete monument for locating purposes
Location: 3.0' north of centerline of Co. Rd 14 & on old downed fence line to the north, in tree line
Tie 1: Brass Disc "LS 12967" & nail in fence post NW 35.67'
Tie 2: Brass Disc "LS 12967" & nail in PP NE 50.31'
Tie 3: Brass Disc "LS 12967" & nail in fence post SW 35.69'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date: Aug. 27, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH SCRIBED "X"
Depth:
Placed:
Location:
Tie 1: RAILROAD SPIKE ON NORTH SIDE OF MONUMENT N 0.44'
Tie 2: NO. 3 REBAR WITH REF. CAP NW 35.45'
Tie 3: MAG NAIL IN LINE WOOD POST ON FIELD LINE SW 35.17'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 3
Surveyor?s Record Section 34 |
Corner: NE
Date: Aug. 27, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH SCRIBED "X"
Depth:
Placed:
Location:
Tie 1: RAILROAD SPIKE ON WEST SIDE OF MONUMENT DOWN 0.9'
Tie 2: MAG NAILIN SOUTHEAST FACE OF POWER POLE NE 66.55'
Tie 3: MAG NAIL IN NORTHEAST FACE OF POWER POLE SE 76.66'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: August 28, 2013
Located: Concrete Mon. with R/R Spike on the East and West Sides
Depth: 8" Down
Placed:
Location: 1' South of the centerline of CSAH 14 and In line with Centerline of North and South TWP Road
Tie 1: Northing = 195181.350
Tie 2: Easting = 569362.138
Tie 3:
Tie 4:
Remarks: No Ties
Corner: NE
Date: Oct. 9, 1980
Located: Concrete Monument
Depth: 0.8' below grade
Placed: Railroad spike on the east & west side of the concrete monument for locating purposes
Location: 3.0' west & 2.0' south of the intersection of Co. Rd. 14 & Twp Rd. centerlines
Tie 1: Brass Disc "LS 12967" & nail in PP NE 45.91'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 56.49'
Tie 3: Brass Disc "LS 12967" & nail in corner fence post SE 45.59'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: JUNE 4, 2024
Located: CONCRETE MONUMENT WITH A CHISELED "X" AND RAILROAD SPIKES ON THE SIDES.
Depth:
Placed:
Location:
Tie 1: N: 195181.401
Tie 2: E: 569362.318
Tie 3: MAG NAIL IN POWER POLE NW 66.46'
Tie 4: MAG NAIL IN POWER POLE SE 76.62'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK COR. POST NW. 44.5'
Tie 2: TACK COR. POST NE. 49.2'
Tie 3: TACK COR. POST SW. 40.0'
Tie 4:
Remarks:
Surveyor?s Record Section 3
Surveyor?s Record Section 34
Surveyor?s Record Section 35
Surveyor?s Record Section 2 |
Corner: W1/4
Date: NOV. 03,2020
Located: 18"X11"X5" STONE DOWN 3' LAYING FLAT. NO VISIBLE MARKINGS.
Depth:
Placed: NO. 4 REBAR WITH CAP LS 45874 ABOVE STONE
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 51.57'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 54.95'
Tie 3: NO. 3 REBAR WITH REF. CAP SW 42.68'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: June 6, 2024
Located: CAPPED IRON #45874 OVER STONE.
Depth:
Placed:
Location:
Tie 1: N: 192630.539
Tie 2: E: 564059.998
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 3
Surveyor?s Record Section 4 |
Corner: CENTER
No information.
Surveyor?s Record Section 3 |
Corner: E1/4
Date: OCT. 9, 1980
Located: FIELD STONE
Depth: 1.6' BELOW GRADE
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: N&D PP NE. 100.02'
Tie 2: N&D 2"x2" HUB EAST 26.07'
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS # 12967
Depth: DOWN 0.4'
Placed:
Location:
Tie 1: MAG NAIL IN SOUTHWEST FACE OF POWER POLE SE 90.92'
Tie 2: NAIL & DISK IN EAST FACE OF POWER POLE NE 100.01'
Tie 3: MAG NAIL IN TOP OF LONE WOOD POST SE 32.96'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: May 24, 2016
Located: Iron Pin with a Yellow survey Cap denoting Martin LS # 12967
Depth: .40' Below the gravel surface.
Placed:
Location: On Centerline of the N-S Road and in line with Fence heading Easterly.
Tie 1: Northing- 192628.420
Tie 2: Easting- 569375.690, Elevation- 1439.740
Tie 3:
Tie 4:
Remarks: Placed pin ribbon 2" above the top of the Iron pin.
Corner: E1/4
Date: June 4, 2024
Located: 1/2" IRON WITH SEAL # 12967
Depth:
Placed:
Location:
Tie 1: N: 192628.432
Tie 2: E: 569375.682
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 3
Surveyor?s Record Section 2 |
Corner: SW
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: SW
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: SW
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: SW
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 3
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor?s Record Section 10 |
Corner: S1/4
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: S1/4
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: S1/4
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 3
Surveyor?s Record Section 10 |
Corner: SE
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: SE
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
Corner: SE
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.
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |