Corner: NW
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN COR FE POST SE. 42.3'
Tie 2: TACK IN COR FE POST SW. 40.4'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: March 20, 2006
Located: Big Spike
Depth:
Placed:
Location: Centerlines of gravel roads
Tie 1: Nails Xed in telephone ped post NE 49.2'
Tie 2: Top of water valve SE 79.2'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: NW
Date:
Located: CONC. MON.
Depth: 4" BELOW GRADE
Placed:
Location:
Tie 1: N&C COR POST SE. 47.1'
Tie 2: N&C TP NE. 49.6'
Tie 3: N&C TP SW. 47.6'
Tie 4:
Remarks:
Surveyor's Record Section 33
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 28 |
Corner: N1/4
No information.
1861 Field Notes
Surveyor's Record Section 33
Surveyor's Record Section 28 |
Corner: NE
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: NE
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
Corner: NE
Date: NOV. 7, 1902
Located: STONES IN GRADE
Depth:
Placed: IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
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
Surveyor's Record Section 33
Surveyor's Record Section 28
Surveyor's Record Section 27
Surveyor's Record Section 34 |
Corner: W1/4
Date: March 19, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: In line with fence to the east
Tie 1: Chiseled X in W end of RCP SW 53.4'
Tie 2: Chiseled X in E end of RCP SE 49.1'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: W1/4
Date:
Located: CONC. MON.
Depth: 3" BELOW GRADE
Placed:
Location:
Tie 1: N&C 1ST POST W. 46.3'
Tie 2: N&C COR POST E. 36.3'
Tie 3: 1ST STEEL POST NE. 40.6'
Tie 4:
Remarks:
Corner: W1/4
Date: August 22, 2012
Located: Land Surveyor Pin, # 44563
Depth: 4" Down
Placed:
Location: Centerline
Tie 1: Northing = 102853.719
Tie 2: Easting = 463713.293
Tie 3: Elev. = 1749.146
Tie 4:
Remarks:
Corner: W1/4
Date:
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR POST W. 34.8'
Tie 2: TACK IN 2ND FE POST NW. 61.1'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 33
Surveyor's Record Section 32 |
Corner: CENTER
Date: NOV. 6, 1902
Located:
Depth:
Placed: STONE 6"x8"x12"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 33 |
Corner: E1/4
Date: NOV. 6, 1902
Located:
Depth:
Placed: STONE
Location: WEST OF GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
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
Corner: E1/4
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:
1861 Field Notes
Surveyor's Record Section 33
Surveyor's Record Section 34 |
Corner: SW
Date:
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: EDGE OF STEEL FE. POST S. 31.8'
Tie 2: EDGE OF STEEL FE. POST SE. 40.5'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Feb. 23, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: South of traffic island area
Tie 1: Nails Xed in post by direction sign NW 35.0'
Tie 2: Street sign N/NE 34.2'
Tie 3: Antenna Anchor NE 142.7'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: JUNE 1915
Located:
Depth:
Placed: 2 gray * 2 blue layers 16" x 12" x 4"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Corner: SW
Date:
Located: CONC. MON.
Depth: 2" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP SW. 43.8'
Tie 2: STEEL FE POST SE. 40.5'
Tie 3: STEEL FE POST S. 31.8'
Tie 4:
Remarks:
Corner: SW
Date: August 22, 2012
Located: Land Surveyor Pin, # 44563
Depth: 2" Down
Placed:
Location: 2' South of Centerline
Tie 1: Northing = 100231.580
Tie 2: Easting = 463721.279
Tie 3: Elev. = 1781.832
Tie 4:
Remarks:
Surveyor's Record Section 33
Surveyor's Record Section 32 |
Corner: S1/4
Date:
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR. FE. POST N. ON LINE 34.4'
Tie 2: TACK IN GATE POST SW. 46.8'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Feb. 24, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: Centerline of east-west road equidistant between SW & SE corner of section 33
Tie 1: Nails Xed in 42' tree SW 99.8'
Tie 2: Top of rural water service pipe N 55.9'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: S1/4
Date: JUNE 1915
Located:
Depth:
Placed: STONE IN EDGE OF FIELD
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Corner: S1/4
Date: SEPT. 7, 1971
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1: TOP STEEL POST N. 58.34'
Tie 2: N&C POST SW. 59.70'
Tie 3: N&C POST SE. 47.19'
Tie 4:
Remarks:
Corner: S1/4
Date: August 22, 2012
Located: Land Surveyor Pin
Depth: 2" Down
Placed:
Location: 2" South of Centerline
Tie 1: Northing = 100215.134
Tie 2: Easting = 466360.279
Tie 3: Elev. = 1766.105
Tie 4:
Remarks:
Surveyor's Record Section 33 |
Corner: SE
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: SE
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
Corner: SE
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: SE
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: SE
Date: JUNE 1915
Located: OLD STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification
Surveyor's Record Section 33
Surveyor's Record Section 34 |
