Township:

Section:

Corner: NW
Date: March 9, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: At intersection of roads
Tie 1: Nails Xed in PP NW 54.1'
Tie 2: Top center of telephone ped SE 62.4'
Tie 3: Top NE corner of power box NW 47.2'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Surveyor's Record Section 32


Surveyor's Record Section 30


Surveyor's Record Section 31


Surveyor's Record Section 29

Corner: N1/4
Date: March 20, 2006
Located: 1/2' pipe
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


1861 Field Notes


Surveyor's Record Section 32


Surveyor's Record Section 29

Corner: NE
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: NE
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: NE
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 32


Surveyor's Record Section 29


Surveyor's Record Section 28


Surveyor's Record Section 33

Corner: W1/4
Date: 1935
Located: STONES
Depth:
Placed:
Location: FENCE ON LINE EAST & WEST
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: August 30, 2012
Located: 1/2" Iron Pin
Depth: 2" Down
Placed:
Location: 1' East of Centerline
Tie 1: Northing = 103034.069
Tie 2: Easting = 458393.896
Tie 3: Elev. = 1746.817
Tie 4:
Remarks:


Corner: W1/4
Date: March 9, 2006
Located:
Depth:
Placed: 5/8' rebar with cap #44563
Location: Between fences to the east and west
Tie 1: Nails Xed in PP SW 90.5'
Tie 2: Nails Xed in wood post E 50.7'
Tie 3: Nails Xed in wood post SE 49.0'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: W1/4
Date: APRIL 30, 1901
Located: 2 STONES, COTTONWOOD STAKE
Depth:
Placed:
Location: LARGE STONE 4' EAST & SOUTH
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


1861 Field Notes


Surveyor's Record Section 32


Surveyor's Record Section 31

Corner: CENTER
No information.


Surveyor's Record Section 32

Corner: E1/4
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: E1/4
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: E1/4
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:


Corner: E1/4
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


1861 Field Notes


Surveyor's Record Section 32


Surveyor's Record Section 33

Corner: SW
Date: Jan. 13, 2006
Located: Spike
Depth:
Placed:
Location: At intersection of gravel roads
Tie 1: Nails Xed in PP SW 43.2'
Tie 2: Cutoff PP NE 51.7'
Tie 3: Nails Xed in PP SE 76.0'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: SW
Date: May 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SW
Date: August 30, 2012
Located: 1/2" Iron Pin
Depth: 6" Down
Placed:
Location: Centerline
Tie 1: Northing = 100375.192
Tie 2: Easting = 458426.626
Tie 3: Elev. = 1730.357
Tie 4:
Remarks:


Corner: SW
Date: JUNE 1915
Located: OLD GOVT. MOUND & NEST OF STONES
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification


Surveyor's Record Section 32


Surveyor's Record Section 31

Corner: S1/4
Date: March 9, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location:
Tie 1: Nails Xed in wood post NW 40.8'
Tie 2: Nails Xed in wood post N 34.9'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: S1/4
Date: May 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: S1/4
Date:
Located: CONC. MON.
Depth: 6" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP SW. 119.4'
Tie 2: STEEL FE. POST NW. 65.6'
Tie 3: TACK IN COR. FE. POST N. 42.8'
Tie 4: TACK IN BRACE POST NW. 50.3'
Remarks:


Corner: S1/4
Date: August 30, 2012
Located: ULTEIG Surveyor Pin, # 44563
Depth: 4" Down
Placed:
Location: 4' North of Centerline
Tie 1: Northing = 100314.129
Tie 2: Easting = 461081.129
Tie 3: Elev. = 1798.281
Tie 4:
Remarks:


Corner: S1/4
Date: JUNE 1915
Located:
Depth:
Placed: STONE WASP NEST SHAPED. IN FIELD
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner Certification


Surveyor's Record Section 32

Corner: SE
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: SE
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: SE
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: SE
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: SE
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 32


Surveyor's Record Section 33

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