Corner: NW
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: NW
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: NW
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:
Corner: NW
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
Surveyor?s Record Section 2
Surveyor?s Record Section 34
Surveyor?s Record Section 3
Surveyor?s Record Section 35 |
Corner: N1/4
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK COR. POST NW. 42.4'
Tie 2: TACK COR. POST NORTH ON LINE 33.7'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: August 28, 2013
Located: 1/2" Rebar (Reference) next to concrete monument.
Depth: Down 6"
Placed:
Location: 1' South of the Centerline of CSAH 14
Tie 1: Northing = 195195.399 (Reference)
Tie 2: Easting = 572014.306 (Reference)
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: SEPT. 9, 1980
Located: CONCRETE MONUMENT WITH "X" ON TOP
Depth: 6" BELOW GRADE OVER FIELD STONE
Placed: 1/2" REBAR WITH "LS 12967" CAP BESIDE CONCRETE MONUMENT
Location: ON THE CENTERLINE OF CO. RD. 14
Tie 1: N&D FE. POST SW. 44.00'
Tie 2: N&D TOP FE. POST SOUTH 34.57'
Tie 3: N&D PP NORTH 33.20'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date: OCT. 28, 2008
Located: CONCRETE MONUMENT WITH "X"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: Aug. 27, 2020
Located: 6"X6" CONCRETE MONUMENT WITH NO.4 REBAR WITHOUT CAP ON NORTHWEST EDGE
Depth: DOWN 0.4'
Placed:
Location:
Tie 1: NAIL & DISC LS 12967 IN EAST FACE POWER POLE NE 33.15'
Tie 2: MAG NAIL IN TOP OF EAST END 12" CMP CULVERT NE 48.23'
Tie 3: RIGHT OF WAY SIGN SW 51.98'
Tie 4: N: 195195.31, E: 572015.50
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 2
Surveyor?s Record Section 35 |
Corner: NE
Date: OCT. 12, 1899
Located:
Depth:
Placed: STONE 8"x10"x14"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
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
Corner: NE
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: NE
Date: DEC. 18, 2012
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 2
Surveyor?s Record Section 35
Surveyor?s Record Section 36
Surveyor?s Record Section 1 |
Corner: W1/4
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: W1/4
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: W1/4
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
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 3 |
Corner: CENTER
No information.
Surveyor?s Record Section 2 |
Corner: E1/4
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: E1/4
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.
Corner: E1/4
Date: Dec. 18, 2012
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
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
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 1 |
Corner: SW
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: SW
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: SW
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 2
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 11 |
Corner: S1/4
Date: SEPT. 9, 1980
Located: FIELD STONE
Depth:
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: N&D FE. POST NORTH 33.18'
Tie 2: TOP STEEL FE. POST SE. 48.74'
Tie 3: TOP STEEL FE. POST SOUTH 33.70'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: S1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS # 12967
Depth: 1.1' BELOW GRADE
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 51.25'
Tie 2: BASE OF ANGLE IRON SW 33.60'
Tie 3: MAG NAIL IN WOOD BRACE POST NE 99.21'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: May 24, 2016
Located: Iron pin with white survey cap that denotes LS # 12967.
Depth: .90' Below the gravel surface.
Placed:
Location: On Centerline of the E-W Road and also on Centerline of the Northerly Fence.
Tie 1: Northing- 189968.983
Tie 2: Easting-572050.953 Elevation-1441.421
Tie 3:
Tie 4:
Remarks: The survey cap has a slice in the top of the cap but is still in place, and there was pink ribbon placed 5" above the survey cap.
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
Corner: SE
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
Corner: SE
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.
Surveyor?s Record Section 2
Surveyor?s Record Section 11
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
