Corner: NW
Date: 1954
Located: Concrete Monument
Depth:
Placed:
Location:
Tie 1: Tack PP SW 46.7'
Tie 2: Tack PP NW 66.2'
Tie 3: Cor. Post NE. 49.4'
Tie 4:
Remarks:
Corner: NW
Date: DEC. 07, 2021
Located:
Depth:
Placed: 1/2" X 18" REBAR CAPPED "RLS 57085"
Location:
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE. NW 78.73'
Tie 2: SOUTHWEST CORNER OF TEL. PED. NE 109.19'
Tie 3: SOTHWEST CORNER OF ELEC. CABINET. SE 70.96'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 28
Surveyor's Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 21 |
Corner: N1/4
No information.
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 21 |
Corner: NE
Date: 1978
Located: ORIG. G.L.O. WOODEN STAKE
Depth:
Placed: 1/2" REBAR
Location: ABOVE STAKE
Tie 1: PP SW. 47.61'
Tie 2: PP NW. 46.74'
Tie 3: FE. POST N. 47.37'
Tie 4: COR. FE. POST SE. 45.88'
Remarks:
Surveyor's Record Section 28
Surveyor's Record Section 21
Surveyor's Record Section 22
Surveyor's Record Section 27 |
Corner: W1/4
Date: MARCH 23, 1982
Located: CONC. MON.
Depth: 8" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: STEEL PIN INSLOPE NE. 26.65'
Tie 2: N&C PP SE. 47.34'
Tie 3: N&C PP SW. 117.65'
Tie 4: STEEL PIN INSLOPE NW. 25.01'
Remarks: PLACED P.K. NAIL JUNE 24, 1997
Corner: W1/4
Date: OCT. 15, 2021
Located: 3/4" REBAR 0.5' BELOW THE ROAD SURFACE, WITH TWO MAG NAILS ABOVE.
Depth: 0.5' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN NORTH END OF CMP. NW 40.69'
Tie 2: NO.4 REBAR WITHOUT CAP DOWN 0.3'. NE 26.68'
Tie 3: NAIL WITH BOTTLE CAP IN THE NE FACE OF POWER POLE. SW 117.38'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: Sept. 21, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' West of Centerline on County Road 38
Tie 1: Northing- 171405.732
Tie 2: Easting- 527207.474, Elevation- 1530.645
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 29 |
Corner: CENTER
No information.
Surveyor's Record Section 28 |
Corner: E1/4
Date: 1978
Located: NOTHING
Depth:
Placed: 1/2" REBAR
Location:
Tie 1: TOP FE. POST W. 30.22'
Tie 2: PP STUB. NE. 62.05'
Tie 3: BRACE POST E/SE 30.95'
Tie 4: PP STUB SE. 80.64'
Remarks:
Corner: E1/4
Date: Aug 13, 2019
Located: Iron pin with Cap denoting Martin.
Depth: 0.9' Below the gravel surface.
Placed:
Location: On the Centerline of the N-S Rd , 5' North of the Break heading west, & In-Line with the Tree line Heading East.
Tie 1: N: 171431.848
Tie 2: E: 532521.108, Elev. 1512.019
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 12B used
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 27 |
Corner: SW
Date: MARCH 23, 1982
Located: CONC. MON.
Depth: 11" BELOW GRADE
Placed: STEEL PIN, RR. SPIKE
Location: ABOVE MON.
Tie 1: N&C PP NW. 55.90'
Tie 2: N&C PP SE. 62.28'
Tie 3: STEEL PIN INSLOPE SW. 30.37'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 24, 1997
Corner: SW
Date: OCT. 21, 2021
Located: MAG NAIL AT THE SURFACE & 3/4" REBAR 0.5' BELOW THE ROAD SURFCE.
Depth:
Placed:
Location: 1.5' WEST OF CENTERLINE
Tie 1: 3/8" REBAR WITH REFRENCE CAP FLUSH. NE 53.76'
Tie 2: MAG NAIL IN TOP OF 18" CMP. SW 35.12'
Tie 3: 3/8" REBAR WITH REFRENCE CAP FLUSH. SE 43.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: Sept. 21, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1.5' West of Centerline on County Road 38.
Tie 1: Northing- 168763.381
Tie 2: Easting- 527196.997, Elevation- 1546.990
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: APRIL 15, 2022
Located: P.K. NAIL
Depth: AT THE SURFACE
Placed:
Location: SEE CORNER CERT.
Tie 1: N: 168763.29
Tie 2: E: 527196.98
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 28
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 33 |
Corner: S1/4
Date: OCT. 10, 1985
Located: CONC. MON.
Depth: 2" BELOW SURFACE
Placed: RAILROAD SPIKE
Location: ON WEST SIDE CONC. MON.
Tie 1: TACK COR. POST SOUTH 36.4'
Tie 2: TACK FE. POST SW. 52.2'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: APRIL 15, 2022
Located: CONC. MON. WITH RAILROAD SPIKE
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1: N: 168771.92
Tie 2: E: 529873.55
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: S1/4
Date: MAY 8, 2012
Located: RAILROAD SPIKE
Depth: DOWN 2"
Placed:
Location: CENTERLINE OF ROAD
Tie 1: N = 168771.915
Tie 2: E = 529873.006
Tie 3: ELEV. = 1531.860
Tie 4:
Remarks: NO TIES
1861 Field Notes
Surveyor's Record Section 28
Surveyor's Record Section 33 |
Corner: SE
Date: MARCH 25, 1980
Located: CONC. MON.
Depth: 2" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP SE. 37.19'
Tie 2: N&C PP SW. 55.51'
Tie 3: N&C TEL. PED. NE. 44.37'
Tie 4:
Remarks:
Corner: SE
Date: APRIL 15, 2022
Located: 6" CONC. MON.
Depth: AT THE ROAD SURFACE
Placed: 5/8" IRON ALONG THE WEST SIDE OF THE MONUMENT.
Location: SEE CORNER CERT.
Tie 1: N: 168776.46
Tie 2: E: 532525.03
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 28
Surveyor's Record Section 33
Surveyor's Record Section 27
Surveyor's Record Section 34 |
