Corner: NW
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
Corner: NW
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
Surveyor's Record Section 35
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 26 |
Corner: N1/4
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 35
Surveyor's Record Section 26 |
Corner: NE
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
Corner: NE
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
Surveyor's Record Section 35
Surveyor's Record Section 26
Surveyor's Record Section 25
Surveyor's Record Section 36 |
Corner: SW
Date: DEC. 31, 1993
Located: NOTHING
Depth:
Placed: 3/4"x24" IRON PIN (ASSUMED)
Location: INTERSECTION OF TWP ROAD TO NORTH & TWP. ROAD TO WEST
Tie 1: WEST ARROW SIGN POST SW. 15.8'
Tie 2: EAST ARROW SIGN POST SE. 15.85'
Tie 3: CENTER TEL.PED. SE. 43.60'
Tie 4:
Remarks:
Surveyor's Record Section 35
Surveyor's Record Section 34 |
Corner: S1/4
No information.
Surveyor's Record Section 35 |
Corner: SE
No information.
Surveyor's Record Section 35
Surveyor's Record Section 36 |
