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.
Corner: NW
Date: APR. 3, 2025
Located: 1/2" iron with seal #12967
Depth:
Placed:
Location: Center of intersection of 171st St & 280th Ave
Tie 1: N: 189979.156
Tie 2: E: 569391.109
Tie 3: Mag nail in PP SW 44.97'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 11
Surveyor's Record Section 3
Surveyor's Record Section 10
Surveyor's Record Section 2 |
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.
Corner: N1/4
Date: APR. 3, 2025
Located: 1/2" iron with seal #12967
Depth:
Placed:
Location: In line with fence line north
Tie 1: N: 189969.105, E: 572050.787
Tie 2: Rebar Tie NW 51.25'
Tie 3: Mag nail in wood fence post N 99.20'
Tie 4: Base of angle iron post S 33.60'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
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
1861 Field Notes
Surveyor's Record Section 11
Surveyor's Record Section 2 |
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.
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: APR. 3, 2025
Located: 1/2" iron with seal #12967
Depth:
Placed:
Location: Center of intersection of 171st St & 290th Ave
Tie 1: N: 189953.631, E: 574703.068
Tie 2: Top center of telephone ped NW 71.46'
Tie 3: Top center of telephone ped NE 46.73'
Tie 4: Mag nail in PP SE 43.49'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
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
Corner: E1/4
Date: APR. 3, 2025
Located: 1/2" iron with seal #12967
Depth:
Placed:
Location: In line with fenceline west
Tie 1: N: 187312.448
Tie 2: E: 574699.572
Tie 3: Top center telephone ped WNW 31.44'
Tie 4: Nail & Brass Disk in PP NE 69.65'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 11
Surveyor's Record Section 12 |
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
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
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: APR. 30, 2025
Located: 3/4" iron pipe with seal #23008
Depth:
Placed:
Location: In line with occupation line & lone fence post S
Tie 1: N: 184668.054
Tie 2: E: 572039.896
Tie 3: Mag nail in PP NW 52.57'
Tie 4: Lone fence post S 32.80'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
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. 3, 2025
Located: 1/2" twisted iron rod
Depth:
Placed:
Location: Center of intersection of 161st St & 290th Ave
Tie 1: N: 184662.230
Tie 2: E: 574696.044
Tie 3: Nail & bottle cap in PP NE 45.43'
Tie 4: Top center of telephone ped SW 46.94'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
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 |