Corner: NW
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: NW
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: NW
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 11
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2 |
Corner: N1/4
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: N1/4
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: N1/4
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 11
Surveyor?s Record Section 2 |
Corner: NE
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: NE
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 11
Surveyor?s Record Section 2
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
Corner: W1/4
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 11
Surveyor?s Record Section 10 |
Corner: CENTER
No information.
Surveyor?s Record Section 11 |
Corner: E1/4
Date: OCT. 13, 1980
Located:
Depth:
Placed: 1/2" REBAR
Location:
Tie 1: STEEL COR. POST W. 34.05'
Tie 2: N&D PP N/NE 69.57'
Tie 3: TOP STEEL GATE POST NE. 52.20'
Tie 4: TOP STEEL COR. POST E. 33.27'
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 12 |
Corner: SW
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: SW
Date: AUG. 25, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
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 11
Surveyor?s Record Section 10
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: S1/4
Date: NOV. 13, 1997
Located: 8" STONE
Depth: 2.5' DEEP, 2' SOUTH OF TWP. RD. C.L., IN LINE W/ FENCE NORTH & SOUTH
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: S1/4
Date: 1907
Located:
Depth:
Placed: FIELD STONE
Location:
Tie 1: N&C COR. POST PAINTED RED NORTH 37.20'
Tie 2: N&C PP NW. 50.55'
Tie 3: N&C POST SW. 32.85'
Tie 4:
Remarks:
Corner: S1/4
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH CAP LS # 23008
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 52.57'
Tie 2: LONE FENCE POST SE 32.24'
Tie 3: NO. 3 REBAR WITH REF. CAP NE 37.34'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: SE
Date: JUNE 12, 2012
Located: 3/4" PIPE
Depth: DOWN 4"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 182013.826
Tie 2: E = 574705.458
Tie 3: ELEV. = 1462.153
Tie 4:
Remarks: TIES ARE GOOD.
Corner: SE
Date: APR. 17, 1992
Located: 1/2" IRON PIN
Depth: 4" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP NE. 45.40'
Tie 2: GATE POST N/NW 54.66'
Tie 3: PP LINE TO SOUTH, EAST 32.0'
Tie 4: TEL. PED. SW. 47.00'
Remarks:
Corner: SE
Date: Aug. 27, 2020
Located: 0.5" SQUARE BAR
Depth: FLUSH WITH GRADE
Placed:
Location:
Tie 1: TELEPHONE PEDESTAL SW 46.94'
Tie 2: NORTHWEST NATURAL GAS SIGN SE 44.25'
Tie 3: NAIL & BOTTLE CAP IN NW FACE OF POWER POLE NE 45.43'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 11
Surveyor?s Record Section 14
Surveyor?s Record Section 12
Surveyor?s Record Section 13 |
