Corner: NW
Date: NOV. 7, 1902
Located: STONES IN GRADE
Depth:
Placed: IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: APRIL 23, 2019
Located:
Depth:
Placed: 5/8" iron with seal #50343
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying by Jerry Johnson
Corner Certification
Corner: NW
Date: Aug. 10, 2006
Located:
Depth:
Placed: 1/2' pipe with cap #42604
Location:
Tie 1: Chiseled X in N end of CMP NW 32.38'
Tie 2: Chiseled X in SE corner of power box NE 52.22'
Tie 3: Chiseled X in S end of CMP SE 33.66'
Tie 4: Chiseled X in SE corner of power box SW 48.96'
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: May 16, 2019
Located: Capped rebar stamped "Johnson LS 50343"
Depth: Below the gravel surface 0.2'
Placed:
Location: In the Center of the intersection.
Tie 1: Scribed "X" on the southeast corner of the electric box SW 48.96'
Tie 2: Scribed "X" on the southwest corner of the electric box NE 52.19'
Tie 3: Scribed "X" on the northwest corner of the culvert end NW 32.32'
Tie 4: Scribed "X" on the northwest corner of the culvert end SE 33.74'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 34
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 27 |
Corner: N1/4
Date: Sept. 25, 2013
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: Aug. 10, 2006
Located:
Depth:
Placed: 1/2" pipe with cap #42604
Location:
Tie 1: PK Nail in fence post N 32.43'
Tie 2: PK Nail in fence post NE 43.15'
Tie 3: Set witness corner SW 32.57'
Tie 4:
Remarks: Westwood Professional Services
The Corner Certification is labeled as the NE 34 105 42 but is for the N 1/4.
Corner Certification
Corner: N1/4
Date: Aug. 22, 2012
Located: Land Surveyor Pin # 42604
Depth: 4" Down
Placed:
Location: Centerline of Road
Tie 1: Northing = 105430.511
Tie 2: Easting = 471683.225
Tie 3: Elev. = 1721.938
Tie 4:
Remarks:
Corner: N1/4
Date: June 22, 2017
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: May 16, 2019
Located: Capped Rebar stamped LS 42604
Depth: Below the gravel surface 0.5'.
Placed:
Location: On centerline of the E-W TWP Rd & on N-S Field line,
Tie 1: 3/8" Rebar NW 44.89'
Tie 2: Mag Nail in Wood post E 43.21'
Tie 3: Other ties are still in place from the last survey.
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 34
Surveyor's Record Section 27 |
Corner: NE
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: NE
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: NE
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: NE
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 34
Surveyor's Record Section 27
Surveyor's Record Section 26
Surveyor's Record Section 35 |
Corner: W1/4
Date: Aug. 22,2012
Located: Land Surveyors Pin
Depth: 1" Down
Placed:
Location: 1' East of Centerline
Tie 1: Northing = 102822.097
Tie 2: Easting = 469011.337
Tie 3: Elev. = 1728.657
Tie 4:
Remarks:
Corner: W1/4
Date: NOV. 6, 1902
Located:
Depth:
Placed: STONE
Location: WEST OF GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: May 5, 2019
Located: Capped Rebar Stamped "Ulteig Eng. Inc."
Depth: .1' below the gravel surface.
Placed:
Location: 0.6' West of the centerline of the TWP RD heading N-S & 11' South of the Field line Heading East.
Tie 1: Chiseled "X" into the north end of the culvert NE 36.27'
Tie 2: Chiseled "X" into the south end of the culvert SE 25.95'
Tie 3: 3/8" Rebar SW 29.04'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 34
Surveyor's Record Section 33 |
Corner: CENTER
No information.
Surveyor's Record Section 34 |
Corner: E1/4
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: E1/4
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
Corner: E1/4
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:
1861 Field Notes
Surveyor's Record Section 34
Surveyor's Record Section 35 |
Corner: SW
Date: DEC. 3, 1976
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1: TACK COR FE POST NE. 50.4'
Tie 2: TACK SIGN POST NW. 38.3'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: August 22, 2012
Located: Land Surveyor Pin # 44563
Depth: 3" Down
Placed:
Location: 1' North of Centerline
Tie 1: Northing = 100198.600
Tie 2: Easting = 468999.312
Tie 3: Elev. = 1714.415
Tie 4:
Remarks:
Corner: SW
Date: JUNE 1915
Located: OLD STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Corner: SW
Date: Feb. 3, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: In centerline of gravel roads
Tie 1: Yield sign NW 41.7'
Tie 2: Street sign NE 34.8'
Tie 3: Direction sign S 39.5'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: June 10, 2019
Located: NONE
Depth:
Placed: No. 4 rebar capped with LS 49563.
Location:
Tie 1: Yield sign leg NW 41.36'.
Tie 2: Street sign leg NE 34.73'
Tie 3: Found Direction Sign S 38.66'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 34
Surveyor's Record Section 33 |
Corner: S1/4
Date: Feb. 3, 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 22, 2017
Located: Ulteig Cap Number 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: JUNE 1915
Located:
Depth:
Placed: STONE REDDISH GRAY. 12"X12"X10"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Corner: S1/4
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: S1/4
Date: June 10, 2019
Located: NONE
Depth:
Placed: No.4 rebar capped with LS 49563
Location:
Tie 1: No. 3 rebar with reference cap SW 15.21'
Tie 2: No. 3 rebar with reference cap NE 21.53'
Tie 3: Mag Nail in the top corner post NW 52.07'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 34 |
Corner: SE
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: SE
Date: June 22, 2017
Located: Ulteig Cap Number 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
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: SE
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: SE
Date: JUNE 1915
Located:
Depth:
Placed: STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Surveyor's Record Section 34
Surveyor's Record Section 35 |
