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 |