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 |