Corner: NW
Date: July 31, 2014
Located:
Depth:
Placed: P.K. Nail after Overlay
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: AUG. 30, 1957
Located: FIELDSTONE
Depth: 6.5' BELOW NEW ROAD SURFACE
Placed:
Location:
Tie 1: N&C FE. POST SE. 77.2'
Tie 2: N&C TP 8' UP SE. 60.6'
Tie 3: N&C COR. POST N. 51.4'
Tie 4:
Remarks:
Corner: NW
Date: Aug. 9, 2006
Located:
Depth:
Placed: PK Nail
Location: On centerline of both roads
Tie 1: PK nail in PP NW 52.68'
Tie 2: Nail & bottle cap on top post NE 52.65'
Tie 3: PK nail on top wood post SE 59.01'
Tie 4: Bolt head on street sign SW 45.38'
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
Corner: NW
Date: MAY 9, 1980
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. DUG WITH BACKHOE.
Corner: NW
Date: APRIL 4, 1931
Located: FOUND OLD CORNER
Depth:
Placed: STONE 11" X 14" X 24"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Located Corner as Per Surveyor Record Book.
Surveyor's Record Section 26
Surveyor's Record Section 22
Surveyor's Record Section 27
Surveyor's Record Section 23 |
Corner: N1/4
Date: APRIL 3, 1931
Located: ESTABLISHED COR. PLACED 10" X 10" X 18" STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Established Corner as Per Surveyor Record Book.
Corner: N1/4
Date: July 31, 2014
Located:
Depth:
Placed: P.K. Nail after Overlay
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: MAY 9, 1980
Located: FIELD STONE
Depth: 47" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST S. 48.51'
Tie 2: TOP SECOND STEEL FE. POST SW. 64.97'
Tie 3: N&C PP NW. 55.19'
Tie 4:
Remarks: PLACED R/R SPIKE IN NEW MAT OCT. 24, 1980
Corner: N1/4
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
1866 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 23 |
Corner: NE
Date: MAY 9, 1980
Located: FIELD STONE
Depth: 25" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE; STONE IS 10' WEST OF EAST TWP. R/W
Tie 1: N&C PP NW. 73.13'
Tie 2: N&C COR. POST NE. 51.74'
Tie 3: N&C PP SW. 71.15'
Tie 4: N&C TEL. PED. SE. 51.10'
Remarks: ON MAY 9, 1980 A 7'x12'x5' DEEP HOLE WAS DUG AT ROAD INTERSECTION NO STONE WAS LOCATED.
PLACED R/R SPIKE IN NEW MAT OCT. 24, 1980.
PLACED P.K. NAIL JUNE 19, 1997.
TWP ROAD WAS BUILT TO WEST YEARS BACK TO SAVE GROVE OF TREES.
Corner: NE
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
Corner: NE
Date: JULY 26, 1899
Located: GOV. MOUND & PITS AND STAKE.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft as Per Surveyor Record Book.
Corner: NE
Date: APRIL 3, 1931
Located:
Depth:
Placed: STONE 10" X 10" X 18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
It was established on line from NW. cor. of section 24-105-43 and from SE. cor. of section 24-105-43.
Surveyor's Record Section 26
Surveyor's Record Section 23
Surveyor's Record Section 24
Surveyor's Record Section 25 |
Corner: SW
Date: June 7, 2016
Located: Iron Pin with an Orange survey cap denoting LS 42604.
Depth: .55' Below the gravel surface
Placed:
Location: On centerline of the west road and 6" west of the N-S Road Centerline.
Tie 1: Northing- 105655.874
Tie 2: Easting- 442620.715, Elev.- 1736.422
Tie 3: No other visible ties
Tie 4:
Remarks: Placed Pink ribbon 2" above the survey cap.
Murray County Coordinates & Geoid 99 used
Corner: SW
Date: Aug. 9, 2006
Located: Cedar Post
Depth:
Placed: 1/2" pipe with cap #42604 down 0.4'
Location: On centerline of north-south road and centerline of road to the west
Tie 1: PK nail in PP NW 52.90'
Tie 2: PK nail in post SE 43.37'
Tie 3: Capped iron SW 42.01'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 26
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 35 |
Corner: S1/4
Date: June 7, 2016
Located: Nothing found with the metal locator.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 35 |
Corner: SE
Date: May 16, 2007
Located: 3/4" iron pipe
Depth:
Placed:
Location:
Tie 1: Nail & survey marker in fence post SW 64.43'
Tie 2: Top center of telephone ped SE 51.84'
Tie 3: SE corner of power box NW 47.01'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: June 7, 2016
Located: 3/4" Iron pipe without any survey cap.
Depth: .30' Below the gravel surface.
Placed:
Location: 1' South of the East road and On centerline of the N-S Road (Township)
Tie 1: Northing- 105595.810
Tie 2: Easting- 447896.350, Elev.- 1690.467
Tie 3: No other visible ties
Tie 4:
Remarks: Tied pink ribbon around the survey pipe.
Murray County Coordinates & Geoid 99 used
Surveyor's Record Section 26
Surveyor's Record Section 35
Surveyor's Record Section 25
Surveyor's Record Section 36 |
