Corner: NW
Date: JUNE 16,1989
Located: TWO POINTED STONES ON TOP OF EACH OTHER AND AN OLD 1"x2" HUB ON SOUTH SIDE OF STONES
Depth: 1ST STONE WAS 2" BELOW SURFACE
Placed: 1/2"x7" REBAR
Location: ABOVE STONES
Tie 1: N&C PP NW. 51.69'
Tie 2: N&C COR. POST SW. 47.10'
Tie 3: N&C TEL. PED. SE. 59.09'
Tie 4:
Remarks:
Corner: NW
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 4" Down
Placed:
Location: 2' North of Centerline of Csah 14 and 4' West of the North/South Centerline of Twp Road.
Tie 1: Northing = 195153.200
Tie 2: Easting = 537658.224
Tie 3: Elev. = 1542.092
Tie 4:
Remarks:
Corner: NW
Date: JUNE 17, 1899
Located:
Depth:
Placed: STONE AND PITS 8"x12"x18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 2
Surveyor?s Record Section 34
Surveyor's Record Section 3
Surveyor?s Record Section 35 |
Corner: N1/4
Date:
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN BLAZED FE. POST NE. 43.1'
Tie 2: TACK IN COR. FE. POST N. ON LINE 33.6'
Tie 3: TACK IN COR. FE. POST S. 34.6'
Tie 4:
Remarks: CALL FOR MORE DETAILS.
Corner: N1/4
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 4" Down
Placed:
Location: 2' North of Centerline
Tie 1: Northing = 195149.644
Tie 2: Easting = 540364.833
Tie 3: Elev. = 1511.805
Tie 4:
Remarks:
Corner: N1/4
Date: JUNE 16, 1989
Located: CONC. MON.
Depth: 2" BELOW SURFACE
Placed: 1/2"x 12" REBAR
Location: SOUTH SIDE OF CONC. MON.
Tie 1: N&C BRACE POST NW. 35.90'
Tie 2: N&C FE. POST NORTH 34.42'
Tie 3: N&C COR. POST SOUTH 46.20'
Tie 4:
Remarks: PUSHED TILE PROBE 4' UNDER CONC. MON. AND FOUND NOTHING.
Corner: N1/4
Date: APRIL 23, 1932
Located:
Depth:
Placed: STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 2
Surveyor?s Record Section 35 |
Corner: NE
Date: APRIL 23, 1932
Located:
Depth:
Placed: STONE IN GRADE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Aug. 26,2020
Located: NO. 8 REBAR WITHOUT CAP
Depth: DOWN 0.6'
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE NW 47.27'
Tie 2: NO. 3 REBAR WITH REF. CAP SE 53.92'
Tie 3: SIGN POST NE 36.72'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: JULY 21, 1989
Located: CONC. MON. ABOVE STEEL SHAFT
Depth: STEEL SHAFT WAS 21" BELOW SURFACE. CONC. MON. WAS AT SURFACE.
Placed: 1"x11" REBAR
Location: ABOVE STEEL SHAFT, 4" BELOW SURFACE.
Tie 1: N&C PP NW. 44.36'
Tie 2: N&C PP SW. 101.75'
Tie 3: N&C TEL. PED. SE. 47.10'
Tie 4:
Remarks: CONC. MON. WAS REMOVED AND 1"x11" WAS PUT IN ITS PLACE.
Corner: NE
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 8" Down
Placed:
Location: 2' North of Centerline
Tie 1: Northing = 195148.081
Tie 2: Easting = 543072.077
Tie 3: Elev. = 1514.378
Tie 4:
Remarks:
Surveyor's Record Section 2
Surveyor?s Record Section 35
Surveyor?s Record Section 36
Surveyor's Record Section 1 |
Corner: W1/4
Date: JUNE 17, 1899
Located:
Depth:
Placed: STONE AND PITS 8"x12"x18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 2
Surveyor's Record Section 3 |
Corner: CENTER
No information.
Surveyor's Record Section 2 |
Corner: E1/4
Date: DEC. 16, 2020
Located: FIRMLY PLANTED 9"X9" STONE WITHOUT VISIBLE MARKINGS AND WITH WOOD REMNANTS DOWN, 2.4' BELOW GRADE
Depth:
Placed: NO. 4 REBAR WITH CAP 45874 ABOVE STONE, 0.5' BELOW GRADE
Location:
Tie 1: FIRE NUMBER SIGN SE 13.14'
Tie 2: SOUTHWEST CORNER OF TELEPHONE PED. NE 42.58'
Tie 3: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 46.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 2
Surveyor's Record Section 1 |
Corner: SW
No information.
Surveyor's Record Section 2
Surveyor's Record Section 3
Surveyor's Record Section 10
Surveyor's Record Section 11 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor's Record Section 2
Surveyor's Record Section 11 |
Corner: SE
Date: May 27, 2016
Located: Nail at the Center of the Intersecting Township Roads. (MCHD Assumed to be the Corner).
Depth: At the surface of the Road.
Placed:
Location: On Centerline of the East Road and On Centerline of the N-S Road. (Township)
Tie 1: Northing- 189888.058
Tie 2: Easting- 543093.155, Elev.- 1598.037
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: SE
Date: Aug. 26,2020
Located: REBAR WITH CAP JOHNSON LS 50343
Depth: DOWN 0.4'
Placed:
Location:
Tie 1: SIGN POST NW 29.80'
Tie 2: FND NAIL WITH BOTTLE CAP SE FACE OF POST SE 43.10'
Tie 3: SW CORNER OF TELEPHONE PEDESTAL NE 53.30'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: April 25, 2017
Located: A stone over another stone
Depth:
Placed: 5/8" Iron with Seal #50343 over stone.
Location:
Tie 1: Nail & bottle cap in PP NW 45.86'
Tie 2: Nail & bottle cap in tel ped guard post NE 56.50'
Tie 3: Nail & bottle cap in corner fence post SE 43.00'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 1
Surveyor's Record Section 12 |
