Corner: NW
Date: 1970
Located: FIELD STONE
Depth: 14" BELOW GRADE
Placed: 3/4"x12" REBAR
Location: ABOVE STONE
Tie 1: N&C PP SW. 60.76'
Tie 2: N&C PP NW. 57.66'
Tie 3: N&C COR POST NE. 60.97'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997.
Corner: NW
Date: May 16, 2019
Located: Mag Nail
Depth: At the surface of the asphalt.
Placed:
Location: On Centerline of CSAH 29.
Tie 1: Nail & Bottle cap in southeast face of wood post NW 57.96'
Tie 2: Nail & Bottle cap in southwest face of wood post NE 61.54'
Tie 3: 5/8" Rebar SE 64.11'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: Sept. 17, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' East of Centerline on County Road 29.
Tie 1: Northing- 105411.269
Tie 2: Easting- 474363.334, Elevation- 1732.234
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: AUG. 10, 2006
Located:
Depth:
Placed: 1/2" PIPE L.S. 42604 0.4' DEEP
Location: CENTERLINE OF THE ROAD
Tie 1: P.K. IN POST. NW 32.43'
Tie 2: P.K. IN POST. NE 43.15'
Tie 3: WITNESS CORNER. SW 32.57'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 35
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 26 |
Corner: N1/4
Date: May 16, 2019
Located: Rebar with cap stamped Martin LS 12967
Depth: Below the gravel surface 0.1'
Placed:
Location: 0.5' South of the E-W centerline and is on the fence line running N-S.
Tie 1: 3/8" Rebar SE 38.44'
Tie 2: Survey disk with nail in the top post S 44.40'
Tie 3: Survey disk with nail in the top post N 37.42'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: July 28, 2015
Located: 1/2" Rebar with yellow cap stamped " Martin 1267"
Depth: 11" Below Surface
Placed:
Location: 2' north of centerline of east-west road and falls in line with fences north and south
Tie 1: Nail with yellow plastic survey disk and shiner E. side of wood fence post NW 47.89'
Tie 2: Nail with yellow plastic survey disk and shiner S. side of wood fence post N 37.23'
Tie 3: Nail with yellow plastic survey disk and shiner top of wood fence post S 44.50'
Tie 4:
Remarks: Tim M. Laleman
Corner Certification
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 26 |
Corner: NE
Date: April 23, 2018
Located: 8"x8"x10" Stone
Depth:
Placed: 5/8" iron with seal #43844 over stone
Location: Center of intersection of east-west road and north-south road.
Tie 1: Nail and bottle cap in tel ped post NW 46.55'
Tie 2: Nail and bottle cap in old corner fence post SE 47.65'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date: May 16,2019
Located: Capped rebar stamped "Bueltel LS 43844"
Depth: Below the gravel surface 0.9'
Placed:
Location: In the Center of the intersection.
Tie 1: Wood post NW 46.63'
Tie 2: Mag Nail in the North face of the power pole SE 72.92'
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 35
Surveyor's Record Section 26
Surveyor's Record Section 25
Surveyor's Record Section 36 |
Corner: W1/4
Date: Sept. 17, 2015
Located:
Depth: Top of the Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' East of Centerline on County Road 29.
Tie 1: Northing- 102774.549
Tie 2: Easting- 474325.792, Elevation- 1724.551
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: 1970
Located: FIELD STONE
Depth: 12" BELOW GRADE
Placed: BRIDGE BOLT
Location: ABOVE STONE
Tie 1: STEEL PIN, INSLOPE SW. 42.58'
Tie 2: N&C BRACE POST NE. 62.80'
Tie 3: N&C BRACE POST E. 49.40'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 9, 1997
Corner: W1/4
Date: May, 16,2019
Located: Mag nail
Depth: At the surface of the asphalt.
Placed:
Location: On centerline of CSAH 29 & on line of the E-W fence lines.
Tie 1: PK nail in the top of fence post to the east 49.82'
Tie 2: Mag nail placed in the north end of the culvert NW 52.04'
Tie 3: Mag nail placed in the north end of the culvert SW 51.40'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 34 |
Corner: CENTER
Date: MAY 25, 1901
Located: STONE NEARLY ROUND 10"x10"x12"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 35 |
Corner: E1/4
Date: MAY 25, 1901
Located: STONE 8"x12"x18"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 35
Surveyor's Record Section 36 |
Corner: SW
Date: March 6, 2006
Located: Nail
Depth:
Placed: 5/8" rebar with cap #44563
Location:
Tie 1: Reflector sign SW 20.0'
Tie 2: Reflector sign N 9.0'
Tie 3: Reflector sign NE 33.9'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: June 1, 2015
Located: Iron Stake with Ulteg cap.
Depth: 0.4' below surface
Placed:
Location: At the bottom of South inslope of gravel road. In line with centerline of East road.
Tie 1: N = 100126.952
Tie 2: E = 474297.002
Tie 3: Elev. = 1711.245
Tie 4:
Remarks: No ties.
Corner: SW
Date: JUNE 1915
Located:
Depth:
Placed: STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Corner: SW
Date: Sept. 25, 2013
Located: 5/8" rebar with Ulteig Cap Number 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: June 22, 2017
Located: Ulteig Cap Number 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 35
Surveyor's Record Section 34 |
Corner: S1/4
Date: MAY 25, 1901
Located: STONE AND "X"
Depth:
Placed:
Location: IN MOUND AND PITS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: July 28, 2015
Located: Monument Destroyed
Depth: 4" Below Surface
Placed: 1/2" x 24" Rebar with yellow cap #51702
Location: 2' south of centerline of east-west road.
Tie 1: Nail with yellow plastic survey disk and shiner top of wood fence post SW 66.46'
Tie 2: Nail with yellow plastic survey disk and shiner top of wood fence post S/SW 46.19'
Tie 3: Nail with yellow plastic survey disk and shiner top of wood fence post SE 53.68'
Tie 4:
Remarks: Tim M. Laleman
Corner Certification
Corner: S1/4
Date: Feb. 24, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: S1/4
Date: JUNE 1915
Located:
Depth:
Placed: SET STONE IN OLD GRADE AND NORTH OF PRESENT FENCE.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Surveyor's Record Section 35 |
Corner: SE
Date: MAY 25, 1901
Located: STONE 8"x12"x18"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: May 16, 2019
Located: No. 5 Rebar
Depth: Below the gravel surface 0.1'
Placed:
Location: On Centerline of the TWP road & 1.5' west of the Centerline of the road heading in the northerly direction.
Tie 1: 3/8" rebar NW 35.37'
Tie 2: Mag nail in the top a wood post NE 63.53'
Tie 3: East leg of a sign post S 39.51'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: August 30, 2012
Located: Land Surveyor Pin, ULTEIG # 44563
Depth: 1" Down
Placed:
Location: 2' South of Centerline
Tie 1: Northing = 100156.945
Tie 2: Easting = 479611.403
Tie 3: Elev. = 1712.670
Tie 4:
Remarks:
Corner: SE
Date: JUNE 1915
Located: OLD STONE FOUND
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Surveyor's Record Section 35
Surveyor's Record Section 36 |
