Corner: NW
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: NW
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
Corner: NW
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 12
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 1 |
Corner: N1/4
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: N1/4
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
Corner: N1/4
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: N1/4
Date: APR. 3, 2025
Located: 1/2" Iron with seal #12967
Depth:
Placed:
Location: In centerline of field entrances north and south
Tie 1: N: 189941.989, E: 577330.536
Tie 2: Rebar tie NW 54.48'
Tie 3: Rebar tie SE 46.25'
Tie 4: Rebar tie SW 52.94'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 12
Surveyor's Record Section 1 |
Corner: NE
Date: May 26, 2016
Located: Nothing found with Metal detector.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: APR. 3, 2025
Located: 5/8" Iron with seal #45874
Depth:
Placed:
Location: Center of intersection of 171st St & 300th Ave.
Tie 1: N: 189932.619
Tie 2: E: 579946.359
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 12
Surveyor's Record Section 1 |
Corner: W1/4
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
Corner: W1/4
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 12
Surveyor's Record Section 11 |
Corner: CENTER
No information.
Surveyor's Record Section 12 |
Corner: E1/4
Date: SEPT. 9, 1980
Located: FIELD STONE 12"x8"
Depth: 36" BELOW GRADE
Placed: 1/2" REBAR
Location: ABOVE STONE
Tie 1: TOP FE. POST NW. 44.11'
Tie 2: N&D FE. POST W/NW 50.90'
Tie 3: N&D PP W. 32.69'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: E1/4
Date: APR. 3, 2025
Located: 1/2" iron with seal #12967
Depth:
Placed:
Location: Close to the south edge of the driveway to the east.
Tie 1: N: 187278.793
Tie 2: E: 579981.049
Tie 3: Mag nail in PP SW 34.86'
Tie 4: Furthest east water valve SE 42.07'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH YELLOW CAP "MARTIN LS 12967"
Depth: DOWN 1.2'
Placed:
Location:
Tie 1: TOP OF TELEPHONE PED. NE 175.91'
Tie 2: WATER VALVE SE 42.07'
Tie 3: MAG NAIL IN SOUTH FACE OF POWER POLE SW 34.86'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 12 |
Corner: SW
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: SW
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
Corner: SW
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: SW
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
Surveyor's Record Section 12
Surveyor's Record Section 11
Surveyor's Record Section 14
Surveyor's Record Section 13 |
Corner: S1/4
Date: 1954
Located: IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.7'
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 137.43'
Tie 2: NAIL & DISK IN TOP OF CORNER FENCE POST SW 33.35'
Tie 3: MAG NAIL IN SE FACE OF POWER POLE NE 121.48'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: NOV. 15, 2002
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: APR. 3, 2025
Located: 1/2" Iron
Depth:
Placed:
Location: In line with fence line south.
Tie 1: N: 184644.340, E: 577364.803
Tie 2: Mag nail in PP NW 137.43'
Tie 3: Mag nail in PP NE 121.48'
Tie 4: Nail & seal in fence post S 33.42'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 12
Surveyor's Record Section 13 |
Corner: SE
Date: NOV. 15, 2002
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 12
Surveyor's Record Section 13 |
