Corner: NW
Date: APRIL 25, 1901
Located: STONE 12"x12"x22"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Nov. 2, 1992
Located: 3/4"x6" rebar
Depth: 6" deep
Placed: 1/2"x30" rebar
Location:
Tie 1: Nail & bottle cap in guy pole SW 49.83'
Tie 2: Nail & bottle cap in PP NW 44.72'
Tie 3: Nail & bottle cap in guy pole NE 48.08'
Tie 4: Top NW corner telephone ped SE 46.01'
Remarks: Kevin Jongerius
Corner Certification
Corner: NW
Date: APRIL 2, 1999
Located: 3/4" IRON PIN, FROM TIM BELL RECORDS
Depth: 2' NORTH OF C.L.
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Feb. 13, 2008
Located: 1/2" rebar
Depth: Down 0.8'
Placed:
Location: At road intersection
Tie 1: USGS monument NW 47.97'
Tie 2: PK Nail in N side of PP SE 111.19'
Tie 3: PK Nail in SE side of PP SW 130.79'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 20
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 17 |
Corner: N1/4
Date: NOV. 9, 1912
Located: LARGE GREY ROCK
Depth:
Placed:
Location: ON COR.
Tie 1: 20.5' ? LINE BETWEEN CORNERS
Tie 2:
Tie 3:
Tie 4:
Remarks: INFORMATION UNCLEAR.
Corner: N1/4
Date: March 13, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location: In line with fence to the north
Tie 1: Nails Xed on top of fence post N 37.8'
Tie 2: Nails Xed in PP S 31.8'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1861 Field Notes
Surveyor's Record Section 20
Surveyor's Record Section 17 |
Corner: NE
Date: March 13, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location:
Tie 1: Nails Xed in PP NW 84.7'
Tie 2: Nails Xed in cutoff PP NE 26.1'
Tie 3: Nails Xed in PP SW 31.1'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: NE
Date:
Located: CONC. MON.
Depth: 6" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP NW. 31.3'
Tie 2: N&C BRACE POST SE. 48.4'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: APRIL 1977
Located: CONC. MON.
Depth: 8" BELOW GRADE
Placed:
Location: MON. IS 45' S. OF INTERSECTION
Tie 1: N&C PP NW. 31.45'
Tie 2: N&C TEL. PED. NE 41.50'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 20
Surveyor's Record Section 17
Surveyor's Record Section 16
Surveyor's Record Section 21 |
Corner: W1/4
Date: Feb. 13, 2008
Located: Spike with Chaser
Depth:
Placed:
Location: West side of road
Tie 1: RR spike in PP NW 62.21'
Tie 2: Top nut of foundation for structure 179 NE 101.00'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: W1/4
Date: Nov. 2, 1992
Located: Nothing
Depth:
Placed: 1/2"x30" rebar 16" down
Location:
Tie 1: RR spike in PP NW 62.38'
Tie 2: Top N end of CMP NE 47.37'
Tie 3: Top S end of CMP SE 39.39'
Tie 4:
Remarks: Kevin Jongerius
Corner Certification
1861 Field Notes
Surveyor's Record Section 20
Surveyor's Record Section 19 |
Corner: CENTER
No information.
Surveyor's Record Section 20 |
Corner: E1/4
Date: March 13, 2006
Located: 1" iron pipe
Depth:
Placed:
Location:
Tie 1: Nails Xed in PP NW 66.3'
Tie 2: Top center of telephone ped SE 81.1'
Tie 3: North bolt in witness post W 33.9'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: E1/4
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST W. ON LINE 33.0'
Tie 2: TACK IN FE. POST SW. 44.3'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 20
Surveyor's Record Section 21 |
Corner: SW
Date: JUNE 13, 1969
Located: IRON ROD
Depth:
Placed:
Location:
Tie 1: CHISELED "X" ON APRON SE. 51.15'
Tie 2: N&C PP SW. 60.55'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MAY 6, 1993
Located: CONC. MON. WITH "X"
Depth: 6" BELOW SURF.
Placed: PLACED LARGE NAIL
Location: ABOVE MON.
Tie 1: N&C YEILD SIGN NW. 44.42'
Tie 2: N&C PP SW. 60.48'
Tie 3: TOP CENTER OF TEL. PED. NW. 59.23'
Tie 4: PAINTED NUT YIELD SIGN SE. 48.30'
Remarks: PLACED P.K. NAIL OCT. 12, 1993
Corner: SW
Date: March 5, 2008
Located:
Depth:
Placed: Mag. Nail
Location: 3' north of centerline of east-west road
Tie 1: Telephone ped NW 59.05'
Tie 2: Telephone ped NE 60.56'
Tie 3: N&C in PP SW 60.49'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: APRIL 26, 1901
Located:
Depth:
Placed: STONE AND STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: APRIL 6, 1967
Located: 3/4" IRON PIN
Depth: 9" BELOW GRADE
Placed:
Location:
Tie 1: N&C TEL. PED. NW. 45.65'
Tie 2: N&C PP SW. 44.3'
Tie 3: N&C COR. FE. POST NE. 47.4'
Tie 4:
Remarks:
Corner: SW
Date: APRIL 2, 1999
Located: P,K, NAIL AT SURFACE, 3/4" IRON PIN BELOW FROM MURRAY CO. RECORDS
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Nov. 2, 1992
Located: 3/4" rebar
Depth: 6" down
Placed:
Location:
Tie 1: Top SE corner of telephone ped NW 59.05'
Tie 2: 1/2"x30" rebar with survey cap #17518 NE 59.57'
Tie 3: Nail & bottle cap in PP up 3.5' SW 60.49'
Tie 4:
Remarks: Kevin Jongerius
Corner Certification
Surveyor's Record Section 20
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 29 |
Corner: S1/4
Date: APRIL 7, 1967
Located:
Depth:
Placed: 3/4"x6" IRON PIN (ASSUMED)
Location:
Tie 1: N&C COR. FE. POST N. 34.44'
Tie 2: N&C 6" ELM TREE NE. 36.2'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: MAY 6, 1993
Located: 3/4" IRON PIN
Depth: 6" BELOW GRADE
Placed:
Location:
Tie 1: CHISELED "X" CULV. END SE. 43.90'
Tie 2: CHISELED "X" CULV. END SW. 42.02'
Tie 3: N&C BRACE POST NW. 92.65'
Tie 4: N&C COR. FE. POST N. 89.60'
Remarks: PLACED P.K. NAIL OCT. 12, 1993
Corner: S1/4
Date: Nov. 2, 1992
Located: 3/4" rebar
Depth: 6" down
Placed:
Location:
Tie 1: Nails Xed on top of wood fence post W/NW 111.37'
Tie 2: Nails Xed on top of wood fence post NW 92.49'
Tie 3: Nails Xed on top of wood fence post N 89.44'
Tie 4:
Remarks: Kevin Jongerius
Corner Certification
Corner: S1/4
Date: JUNE 13, 1969
Located: IRON ROD
Depth:
Placed:
Location:
Tie 1: "X" ON APRON
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: APRIL 2, 1999
Located: P.K. NAIL AT SURFACE, 3/4" IRON PIN BELOW FROM MURRAY CO. RECORDS
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 20
Surveyor's Record Section 29 |
Corner: SE
Date: MAY 6, 1993
Located: 3/4" STEEL PIN
Depth: 12" BELOW GRADE
Placed:
Location: COR. 17' S. CENTERLINE COUNTY ROAD
Tie 1: STEEL PIN S. 100.00' IN TWP. RD.
Tie 2: N&C PP SE. 49.70'
Tie 3: N&C COR. POST NW. 48.3'
Tie 4: N&C YIELD SIGN NW. 66.22'
Remarks: PLACED P.K. NAIL OCT. 12, 1993.
Corner: SE
Date: Aug. 21,2019
Located: None
Depth:
Placed: 5/8" iron with seal #50343
Location: On centerline of north-south road and 16.9' south of centerline of east-west road
Tie 1: N: 105448.329
Tie 2: E: 469020.888
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: JUNE 13, 1969
Located: IRON ROD
Depth:
Placed:
Location: NOTE CENTERLINE OF NEW ROAD 17' N.
Tie 1: "X" ON CULV. NUT SW. 69.55'
Tie 2: "X" ON CULV. NUT NW. 78.60'
Tie 3: N&C PP SE. 49.50'
Tie 4:
Remarks:
Corner: SE
Date: Sept. 11, 2006
Located: PK Nail
Depth:
Placed:
Location: On centerline of north-south road and 16.9' south of centerline of east-west road
Tie 1: Yield sign NW 67.1'
Tie 2: Street sign NE 61.7'
Tie 3: Top NW corner of power box SE 68.8'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 21
Surveyor's Record Section 28 |
