Corner: NW
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: 3" BELOW GRADE
Tie 1: N&C PP SE. 59.85'
Tie 2: CHISELED "X" ON APRON NW. 44.30'
Tie 3: CHISELED "X" ON APRON SW. 43.45'
Tie 4:
Remarks:
Corner: NW
Date: FEB. 5, 1934
Located:
Depth:
Placed: CONCRETE STONE WITH "X"
Location:
Tie 1: TACK IN TELE POLE NW 42.8'
Tie 2: TACK IN COR. FE. POST SW. 44.9'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: April 12, 2012
Located:
Depth:
Placed: PK Nail in new bit surface
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: AUG. 19, 1994
Located: STEEL PIN
Depth: MAT SURFACE
Placed:
Location:
Tie 1: N&C PP SE. 59.85'
Tie 2: CHISELED "X" ON APRON NW. 49.09'
Tie 3: CHISELED "X" ON APRON SW. 47.12'
Tie 4: REBAR NE. 52.70'
Remarks:
Corner: NW
Date: APRIL 24, 1989
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: 6" BELOW GRAVEL SURF
Tie 1: N&C PP SE. 59.97'
Tie 2: CHISELED "X" APRON NW. 45.03'
Tie 3: CHISELED "X" APRON SW. 43.55'
Tie 4:
Remarks: PLACED STEEL PIN IN BIT. SEPT. 29, 1989.
Surveyor's Record Section 6
Surveyor's Record Section 36
Surveyor's Record Section 1
Surveyor's Record Section 31 |
Corner: N1/4
Date: NOV. 2, 1899
Located: STAKE AND MOUND
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 31 |
Corner: NE
Date: Nov. 6, 2012
Located: 3/4" Pipe
Depth:
Placed:
Location:
Tie 1: Nail & Seal in Utility Pole NW 46.10'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date:
Located: FIELD STONE
Depth: 4' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE 2" BELOW GRADE
Tie 1: N&C TELE. PED. SE. 41.04'
Tie 2: N&C COR. FE. POST SW. 47.50'
Tie 3: N&C PP. NW. 45.51'
Tie 4:
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 31
Surveyor's Record Section 32
Surveyor's Record Section 5 |
Corner: W1/4
Date: NOV. 2, 1899
Located: STONE IN GRADE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: 1934
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN FE. POST E. ON LINE 32.7'
Tie 2: TACK IN FE. POST NE. 41.7'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: APRIL 24, 1989
Located: STEEL PIN
Depth: MAT SURFACE
Placed: 3" BELOW GRAVEL SURFACE
Location: ABOVE MON.
Tie 1: N&C PP SE. 54.15'
Tie 2: CHISELED "X" ON APRON W. 39.66'
Tie 3: CHISELED "X" ON APRON SW. 51.20'
Tie 4:
Remarks: PLACED STEEL PIN IN BIT. MAT SEPT. 29, 1989. PLACED PK NAIL IN NEW BIT. OVERLAY APRIL 12, 2012.
Corner: W1/4
Date: JULY 1, 1968
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON
Tie 1: N&C PP SE. 54.00'
Tie 2: CHISELED "X" ON APRON W. 39.65'
Tie 3: CHISELED "X" ON APRON SW. 51.10'
Tie 4: REBAR NE. 30.49'
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 1 |
Corner: CENTER
Date: FEB. 5, 1934
Located: CONCRETE WITH "X"
Depth:
Placed:
Location:
Tie 1: TACK TEL POLE NW. 42.8'
Tie 2: TACK IN COR. FE. POST SW 44.0'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 6 |
Corner: E1/4
Date: MAY 3, 2012
Located: BARN SPIKE
Depth: DOWN 3"
Placed:
Location: 1' WEST OF CENTERLINE
Tie 1: N = 160761.543
Tie 2: E = 521926.590
Tie 3: ELEV. = 1574.779
Tie 4:
Remarks: NO TIES
Corner: E1/4
Date: NOV. 2, 1899
Located: STONE IN GRADE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Located Stone Monument this Date and also on Oct. 16, 1901 as Per Surveyor Record Book.
Corner: E1/4
Date: Nov. 12, 2012
Located: 6" Round Concrete above a large field stone with an "X" chiseled on top
Depth:
Placed: Cast Iron Monument
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 5 |
Corner: SW
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 58.22'
Tie 2: CHISELED "X" ON APRON NW. 40.80'
Tie 3: CHISELED "X" ON APRON SW. 41.30'
Tie 4: N&C COR. POST SW. 59.30'
Remarks:
Corner: SW
Date: JULY 4, 1953
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 58.22'
Tie 2: CHISELED "X" ON APRON NW. 40.80'
Tie 3: CHISELED "X" ON APRON SW. 41.30'
Tie 4: N&C COR. POST SW. 59.30'
Remarks: TACK 5TH FE. POST NW. 98.9'; AND 3RD FE. POST SW. 86.1'
Corner: SW
Date: 1934
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN TEL. POLE NW. 44.6'
Tie 2: TACK IN COR. FE. POST SW. 43.6'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: APRIL 30, 1986
Located: STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: NAIL & CAP POWER POLE SE. 63.38'
Tie 2: NAIL IN CENTER OF TWP. ROAD 100' WEST
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor's Record Section 7 |
Corner: S1/4
Date: APRIL 21, 1969
Located: FIELD STONE
Depth: 4" BELOW GRADE
Placed: CONC. MON., STEEL PIN
Location: ABOVE MON., 2" BELOW GRADE
Tie 1: CHISELED "X" ON CULV. END SW. 44.45'
Tie 2: CHISELED "X" ON CULV. END SE. 43.90'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 7 |
Corner: SE
Date: July 8, 2015
Located: Survey Spike with Cap #43844
Depth: At Surface
Placed:
Location: 0.5' South of East-West road and on line with Centerline of North-South road.
Tie 1: N = 158112.419
Tie 2: E = 521955.078
Tie 3: Elev. = 1579.166
Tie 4:
Remarks: All ties are there.
Corner: SE
Date: April 7, 2015
Located: Nothing
Depth: At the surface.
Placed: Survey spike with seal #43844.
Location:
Tie 1: N: 158112.431, E: 521955.056.
Tie 2: CHISELED "X" ON CULV. END NW. 44.95'
Tie 3: N&C in utility pole. SW. 58.37'
Tie 4: CHISELED "X" ON CULV. END NE. 41.72'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: APRIL 21, 1969
Located: FIELD STONE
Depth: 5" BELOW GRADE
Placed: CONC. MON. WITH STEEL PIN
Location: ABOVE MON. 2" BELOW GRADE
Tie 1: CHISELED "X" ON CULV. END NW. 44.95'
Tie 2: N&C PP SW. 58.50'
Tie 3: CHISELED "X" ON CULV. END NE. 41.72'
Tie 4:
Remarks: PLACED P.K. NAIL OCT. 11, 1979
Corner: SE
Date: Sept. 29, 2016
Located:
Depth: At the asphalt surface.
Placed: Mag Nail Placed after the 2016 Bituminous overlay project.
Location: .8' South of CSAH 8 centerline and on centerline of the N-S township road.
Tie 1: Northing- 158112.419
Tie 2: Easting- 521955.078, Elev.- 1579.336
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Surveyor's Record Section 6
Surveyor's Record Section 7
Surveyor's Record Section 5
Surveyor's Record Section 8 |
