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 |