Corner: NW
Date: JULY 1, 1982
Located: 7"x9"x13" STONE DOWN 36"
10"x18"x14" STONE 20" DOWN
Depth:
Placed: DNR MON. ABOVE STONES
Location: 4" DOWN
Tie 1: DNR BUTTON UP 3' ON PP N. 38 DEGREES, E. 46.61'
Tie 2: CHISELED "X" E. END 36" RCP S. 24 DEGREES, E. 36.83'
Tie 3: CHISELED "X" W. END 36" RCP S. 20 DEGREES, W. 36.22'
Tie 4: N&C PP SW. 50.50', & N&C PP NE., 45.90'
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 17
Surveyor?s Record Section 7
Surveyor?s Record Section 18
Surveyor?s Record Section 8 |
Corner: N1/4
Date: July 6, 1982
Located: 6"x10"x12' concrete cylinder
Depth: Down 1"
Placed: 1.25"x1.25"x4" perforated steel tube with aluminum cap stamped "DNR Survey Marker" down 0.2'
Location: On centerline of east-west road
Tie 1: Nail & DNR Disc in W side of corner fence post up 3' NE 57.55'
Tie 2: Nail & DNR Disc in E side of corner fence post up 3' SW 41.01'
Tie 3: Nail & DNR Disc top post SW 45.42'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: N1/4
Date: 1940
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1: TACK COR. FE. POST NORTH 34.8'
Tie 2: EDGE OF FIRST STEEL POST NE. 46.6'
Tie 3: FE. LINE NORTH 2' EAST OF STONE, AND SOUTH FE. LINE ON LINE.
Tie 4:
Remarks:
1866 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 8 |
Corner: NE
Date: May 14, 1986
Located: 6" concrete monument
Depth: Down 20"
Placed: 1.25"x1.25"x16" perforated stell tube with aluminum cap stamped "DNR Survey Marker" down 0.3'
Location: On centerline of north-south & east-west roads
Tie 1: Chiseled X west end of 18" RCP NW 38.33'
Tie 2: Chiseled X east end of 18" RCP NE 39.65'
Tie 3: Nail & DNR Disc in NW side of PP SW 58.07'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NE
Date: 1940
Located: CONC. MON.
Depth:
Placed: 3/4" IRON PIN
Location:
Tie 1: TACK COR. FE. POST NE. 46.8'
Tie 2: TACK COR. FE. POST SE. 45.1'
Tie 3: "X" CONC. APRON NW. 39.98'
Tie 4: N&C PP SW. 58.98'
Remarks:
Surveyor?s Record Section 17
Surveyor?s Record Section 8
Surveyor?s Record Section 9
Surveyor?s Record Section 16 |
Corner: W1/4
No information.
1866 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 18 |
Corner: CENTER
No information.
Surveyor?s Record Section 17 |
Corner: E1/4
Date:
Located:
Depth:
Placed: IRON PIN ( ASSUMED )
Location:
Tie 1: N&C PP. NW. 86.89'
Tie 2: N&C 1ST WOOD POST SE. 51.91'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: Aug 2, 2016
Located: #5 Rebar with no survey cap.
Depth: .4' Below the gravel surface.
Placed:
Location: 1' west of the centerline of CSAH 25 & In line with the west fence line , also 2' north of the East fence line.
Tie 1: Northing- 214082.142
Tie 2: Easting- 432446.551, Elev.- 1687.548
Tie 3:
Tie 4:
Remarks: Placed pink ribbon around the Iron pin.
Murray County Coordinates & Geoid 99 used
1866 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 16 |
Corner: SW
No information.
Surveyor?s Record Section 17
Surveyor?s Record Section 18
Surveyor?s Record Section 19
Surveyor?s Record Section 20 |
Corner: S1/4
No information.
1866 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 20 |
Corner: SE
Date: 1956
Located: CONC. MON.
Depth:
Placed: STEEL PIN 1969
Location: BIT. SURF.
Tie 1: N&C PP NW. 69.00'
Tie 2: STEEL PIN INSLOPE NE. 42.45'
Tie 3: STEEL PIN INSLOPE SW. 54.04'
Tie 4:
Remarks: PK. NAIL PLACED JUNE 10, 1997
Corner: SE
Date: Aug 2, 2016
Located: Iron Pin with orange survey cap denoting Moseng.
Depth: At the surface of the asphalt.
Placed:
Location: At the intersection of CSAH 25 & CSAH 18. Also On Centerline of 25 & 6" north of the centerline of CSAH 18.
Tie 1: Northing- 211425.489
Tie 2: Easting- 432431.944, Elev.- 1693.671
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: SE
Date: Nov. 12, 2001
Located: 1/2" iron
Depth:
Placed: 1" Iron pipe over the iron
Location:
Tie 1: Nail & seal in telephone ped post NE 59.80'
Tie 2: Nail & bottle cap in PP NW 69.13'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: SE
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: MAG nail
Location: 1.9' North of Centerline of CSAH 18 & On Centerline of CSAH 25.
Tie 1: N: 211425.489
Tie 2: E: 432431.944
Tie 3: Elev.: 1693.841
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Surveyor?s Record Section 17
Surveyor?s Record Section 20
Surveyor?s Record Section 16
Surveyor?s Record Section 21 |
