Corner: NW
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: NW
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:
Corner: NW
Date: APRIL 23, 1932
Located:
Depth:
Placed: STONE IN GRADE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
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
Surveyor's Record Section 1
Surveyor?s Record Section 35
Surveyor's Record Section 2
Surveyor?s Record Section 36 |
Corner: N1/4
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 4" Down
Placed:
Location: Centerline
Tie 1: Northing = 195138.682
Tie 2: Easting = 545710.890
Tie 3: Elev. = 1520.095
Tie 4:
Remarks:
Corner: N1/4
Date: JULY 21, 1989
Located: FIELD STONE & WOODEN HUB, WITH CONC. MON. ABOVE.
Depth: FIELD STONE 24" BELOW GRADE. MON. AT SURF.
Placed: 3/4"x9.5" REBAR
Location: ABOVE MON., 2" BELOW SURFACE
Tie 1: N&C PP NE. 80.10'
Tie 2: 1"x2" HUB NORTH IN FE. LINE 70.95'
Tie 3:
Tie 4:
Remarks: CONC. MON. OVER POINTED FIELDSTONE WITH A WOODEN HUB ON N. SIDE OF STONE
Corner: N1/4
Date: Aug. 26,2020
Located: NO. 6 REBAR WITHOUT CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 57.15'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 52.58'
Tie 3: NAIL & DISK IN SW FACE OF POWER POLE NE 79.74'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 1
Surveyor?s Record Section 36 |
Corner: NE
Date: JULY 21, 1989
Located: CONC. MON. ABOVE FIELD STONE AND 2"x2" HUB
Depth: FIELD STONE IS 3.7' DEEP WITH MON. AT SURFACE
Placed: 3/4"x8" REBAR
Location: ABOVE MON. 2" BELOW SURFACE
Tie 1: N&C FE. COR. SW. 36.56'
Tie 2: N&C PP NW. 47.80'
Tie 3: SW. COR. POWER BOX NE. 59.12'
Tie 4:
Remarks:
Corner: NE
Date: Aug. 26,2020
Located: NO. 6 REBAR
Depth: DOWN 0.6'
Placed:
Location:
Tie 1: FND NAIL WITH BOTTLE CAP IN SE FACE PP NW 47.09'
Tie 2: SIGN POST SE 31.25'
Tie 3: SW CORNER OF UTILITY BOX NE 70.25'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST NW. 46.7'
Tie 2: TACK IN COR. FE. POST NE. 51.3'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 6" Down
Placed:
Location: 3' North of Centerline
Tie 1: Northing = 195143.522
Tie 2: Easting = 548372.284
Tie 3: Elev. = 1533.530
Tie 4:
Remarks:
Surveyor's Record Section 1
Surveyor?s Record Section 36
Surveyor?s Record Section 31
Surveyor?s Record Section 6 |
Corner: W1/4
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 1
Surveyor's Record Section 2 |
Corner: CENTER
No information.
Surveyor's Record Section 1 |
Corner: E1/4
No information.
Surveyor's Record Section 1
Surveyor?s Record Section 6 |
Corner: SW
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: SW
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: SW
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 1
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 12 |
Corner: S1/4
Date: May 27, 2016
Located: Nothing found with the Metal locator
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Aug. 26,2020
Located: REBAR WITH CAP JOHNSON LS 50343
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: TOP N SIDE 15" CMP NW 17.21'
Tie 2: TOP S SIDE 15" CMP SW 15.33'
Tie 3: SET NO. 3 REBAR WITH REF. CAP NE 36.46'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: April 25, 2017
Located: A field stone over a larger field stone
Depth:
Placed: 5/8" Iron with Seal #50343
Location: 2.5' south of centerline of east-west road and 5' east of centerline culvert.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 1
Surveyor's Record Section 12 |
Corner: SE
Date: May 27, 2016
Located: Nothing found with the metal locator.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: May 14, 1991
Located: 2.5"x24" charred pointed wood stake
Depth: Down 2.5'
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" over wood stake down 0.5'
Location: 4'south of centerline of east-west road & 5.5' west of centerline field approach in line with fence north
Tie 1: Nail & DNR Disc E side of 10" Ash Tree up 1.0' S/SW 57.47'
Tie 2: Nail & DNR Disc SE side of 12" Ash Tree up 1.0' SW 45.00'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: Aug. 26,2020
Located: NO. 6 REBAR WITH DNR CAP
Depth: DOWN 0.4'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 60.26'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 48.44'
Tie 3: 3" IRON PIPE NW 50.34'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor?s Record Section 6
Surveyor?s Record Section 7 |
