Corner: NW
Date: NOV. 07, 2021
Located: BENT 3/4" X 26" SMOOTH BAR FLUSH WITH THE ROAD.
Depth:
Placed: 1/2" X 18" REBAR CAPPED "RLS 57085" AT THE EXACT LOCATION OF THE BENT SMOOTH BAR.
Location:
Tie 1: NAIL WITH DISK IN THE SE FACE OF POWER POLE. SW 46.11'
Tie 2: MAG NAIL IN SE FACE OF 5' LONE WOOD POST. NE 44.15'
Tie 3: NAIL WITH DISK IN EAST FACE OF POWER POLE. SE 47.63'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: OCT. 27, 1913
Located:
Depth:
Placed: BLUE STONE IN GRADE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: APRIL 22, 1994
Located: 5/8" ROD
Depth: 24" BELOW GRADE
Placed: 3/4"x24" IRON PIN
Location: ABOVE EXISTING ROD
Tie 1: BRASS TAG PP. NE. 39.25'
Tie 2: BRASS TAG PP. SE. 48.85'
Tie 3: BRASS TAG PP. SW. 52.70'
Tie 4:
Remarks:
Corner: NW
Date: July 2, 1997
Located: 14"x18" Blue Granite stone with rounded top
Depth: Down 1.8'
Placed: 3/4"x12" rebar with aluminum cap stamped "DNR Survey Marker" over top center of stone
Location: On centerline of east-west road & centerline of south road
Tie 1: Nail & disc LS 12967 SE side of brace post up 3.4' NE 45.64'
Tie 2: Nail & washer NE side of PP up 1.0' SE 47.54'
Tie 3: Nail & washer SE side of PP up 1.0' SW 46.23'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NW
Date: OCT. 1, 1974
Located: FIELD STONE
Depth: 10" BELOW GRAVEL ROAD TOP
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SW. 51.99'
Tie 2: N&C PP SE. 48.10'
Tie 3: STEEL PIN N. 28.00', 8' SOUTH OF FENCE
Tie 4:
Remarks:
Corner: NW
Date: NOV. 27, 2007
Located: DNR SURVEY MARKER
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 4
Surveyor?s Record Section 32
Surveyor's Record Section 5
Surveyor?s Record Section 33 |
Corner: N1/4
Date: NOV. 27, 2007
Located: DNR CONCRETE MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: July 2, 1997
Located: 1" iron pipe
Depth: 0.2' down
Placed: 3/4"x12" rebar with aluminum cap stamped "DNR Survey Marker" in center of iron pipe
Location: 43.0' SE of centerline road in curve in line with fence south in line with centerline of road north in line with centerline raod west
Tie 1: Found rebar with plastic cap stamped "Martin LS 12967" down 0.1' NW 6.44'
Tie 2: Top center telephone ped NE 32.20'
Tie 3: Nail & washer SE side of PP up 1.0' SW 51.15' (1967 Tie)
Tie 4: Nail & Disc LS 12967 NW side of PP up 1.0' SW 50.98' (1985 Tie)
Remarks: MN DNR LS
Corner Certification
Surveyor's Record Section 4
Surveyor?s Record Section 33 |
Corner: NE
Date: MAY 19, 1999
Located:
Depth:
Placed: 1/2"x12" REBAR AFTER REGRADE
Location:
Tie 1: 60D NAIL CENTERLINE OF RD E. 100'
Tie 2: 60D NAIL CENTERLINE OF RD E. 200'
Tie 3: 60D NAIL CENTERLINE OF RD E. 300'
Tie 4: 60D NAIL CENTERLINE OF RD E. 400'
Remarks: PLACED P.K. NAIL IN 2000
Corner: NE
Date: Sept. 30, 2016
Located:
Depth: Flush with the asphalt surface.
Placed: Mag nail after the bituminous overlay.
Location: .7' west of centerline of CSAH 38.
Tie 1: Northing- 195164.358
Tie 2: Easting- 532381.962, Elevation-1515.763
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: NE
Date: 1936
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN TEL. POLE WEST ON LINE 51.1'
Tie 2: TACK IN TEL. POLE SE. 47.0'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: AUG. 31, 1979
Located: CONC. MON. WITH STEEL PIN IN CENTER
Depth: 12" BELOW GRADE
Placed:
Location: AT SURFACE
Tie 1: N&C PP NW. 66.10'
Tie 2: N&C PP NE. 67.70'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Oct. 12, 1989
Located: Railroad Spike
Depth: 0.1' Down
Placed:
Location: On centerline of intersection of both roads
Tie 1: DNR Nail & Disc SSW side of PP up 4.3' NW 47.26'
Tie 2: DNR Nail & Disc SSE side of PP up 5.2' NE 64.93'
Tie 3: Nail & bottle cap SW side of telephone ped post up 0.7' SE 50.03'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NE
Date: JUNE 29, 1982
Located:
Depth: 12" BELOW BITUM. SURF.
Placed: P.K. NAIL
Location: AT SURFACE
Tie 1: N&C PP NW. 66.10'
Tie 2: N&C PP NE. 67.70'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 4
Surveyor?s Record Section 33
Surveyor?s Record Section 34
Surveyor's Record Section 3 |
Corner: W1/4
Date: Dec. 04,2021
Located: NONE
Depth:
Placed: 1/2" X 18" REBAR CAPPED "RLS 57085"
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN NORTH FACE OF POWER POLE. SE 32.06'
Tie 2: MAG NAIL IN TOP OF EAST END OF CMP. SE 34.41'
Tie 3: MAG NAIL IN TOP OF EAST END OF CMP. SW 28.26'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: OCT. 27, 1913
Located:
Depth:
Placed: BLUE STONE 10"x12"x24"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 5 |
Corner: CENTER
No information.
Surveyor's Record Section 4 |
Corner: E1/4
Date: SEPT. 7, 1973
Located: CONC. MON.
Depth: 2.5' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C 5TH FE. POST SW. 92.33'
Tie 2: N&C GATE POST SW. 58.00'
Tie 3: N&C FE. POST WEST 53.00'
Tie 4:
Remarks:
Corner: E1/4
Date: Sept 30, 2016
Located:
Depth: Flush with the surface of the asphalt.
Placed: Mag Nail after the bituminous overlay.
Location: .2' west of the Centerline of CSAH 38
Tie 1: Northing- 192600.161
Tie 2: Easting- 532414.472, Elev-1510.697
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: E1/4
Date: 1936
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST W. 49.3'
Tie 2: TACK IN LIGHT POLE SW. 57.4'
Tie 3: TACK IN TEL. POLE NE. 36.4'
Tie 4: TACK IN PROJ. MARKER E. 31.5'
Remarks: CALL FOR MORE DETAILS.
Corner: E1/4
Date: MAY 18, 1999
Located:
Depth:
Placed: 1/2"x12" REBAR AFTER REGRADE. PLACED P.K. NAIL AT SURFACE IN 2000.
Location:
Tie 1: REBAR W. 230.88'
Tie 2: REBAR W. 328.14'
Tie 3: REBAR W. 430.18'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 3 |
Corner: SW
Date: JULY 27, 1992
Located: 3/4" PIN AND BRIDGE SPIKE AT DIFFERENT LOCATIONS
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 2'x1.7'x3.3' DEEP, HOLE
Corner: SW
Date: SEPT. 27, 1988
Located: 3/4" IRON STAKE INPLACE AT INT. OF ROADS.
Depth: 3" BELOW SURFACE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Sioux Engineering
Corner Certification
Corner: SW
Date:
Located: 9"x14"x20" GRAY STONE; HAS BRICKS AND BOLTS AROUND IT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MAY 18, 1999
Located:
Depth:
Placed: 5/8"x18" REBAR AFTER REGRADE
Location:
Tie 1: N&C PP NE. 41.45'
Tie 2: N&C PP NW. 63.30'
Tie 3:
Tie 4:
Remarks: PLACED P.K. NAIL IN 2000.
Corner: SW
Date: NOV. 07, 2021
Located: P.K. NAIL 0.2' BELOW ROAD SURFACE.
Depth:
Placed: 1/2" REBAR CAPPED "RLS 57085" IN THE EXACT POSTION OF THE PRVIOUSLY FOUND P.K. NAIL.
Location:
Tie 1: MAG NAIL IN SW FACE OF POWER POLE. NW 66.23'
Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE. SW 115.06'
Tie 3: NAIL WITH DISK IN NORTHWEST FACE OF POWER POLE. NE 42.35'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 4
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 9 |
Corner: S1/4
Date: JUNE 29, 1982
Located: 8"x10"x20" GREY STONE
Depth: 28" BELOW BITUM. SURF.
Placed: 1"x24" SHAFT
Location: ABOVE STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Sept. 27, 1988
Located: Railroad spike
Depth: 1/2" Down
Placed:
Location: On centerline of east-west road and in line with fence south
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Sioux Engineering
Corner Certification
Corner: S1/4
Date: MAY 7, 1999
Located:
Depth:
Placed: 5/8"x18" REBAR AFTER REGRADE
Location:
Tie 1: P.K. NAIL TOP OF CULVERT SE. 56.45'
Tie 2: N&C SOUTH POLE OF SIGN N. 73.75'
Tie 3:
Tie 4:
Remarks: PLACED P.K. NAIL IN 2000
Corner: S1/4
Date: Sept 30, 2016
Located:
Depth: Flush with the surface of the asphalt.
Placed: Mag nail after the Bituminous overlay.
Location: On Centerline of CSAH 38
Tie 1: Northing- 189964.952
Tie 2: Easting- 529827.662, Elevation- 1579.199
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor's Record Section 4
Surveyor's Record Section 9 |
Corner: SE
Date: JUNE 9, 2004
Located: 1 1/2" SQUARE IRON MON. INPLACE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: SEPT. 8, 1973
Located: FIELD STONE
Depth: 0.7' BELOW GRADE
Placed: BRIDGE BOLT
Location: ABOVE STONE, AT SURFACE
Tie 1: N&C PP WEST 60.45'
Tie 2: P.K. TOP CULVERT NW. 55.00'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 4
Surveyor's Record Section 9
Surveyor's Record Section 3
Surveyor's Record Section 10 |
