Corner: NW
Date: JULY 27, 1971
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Oct. 23, 1984
Located: 6"x6" concrete monument
Depth: 2.0' down
Placed: 1.25"x 1.25"x 20" perforated steel tube with aluminum cap stamped "DNR Survey Marker" over conc mon
Location: At centerline of intersection of roads
Tie 1: DNR Nail & Disc NE side of PP up 6' NW 72.72'
Tie 2: DNR Nail & Disc North side of Yield Sign up 6' NE 65.51'
Tie 3: BM 4 "JMK 1966" Disk in Concrete SE 165.33'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NW
Date: July 7, 2015
Located:
Depth: AT SURFACE
Placed: 3/8 IRON STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: APRIL 4, 1991
Located: D.N.R. SURVEY PIN
Depth: 0.1' BELOW BIT.
Placed: P.K. NAIL ON APRIL 3, 1992
Location: ABOVE PIN
Tie 1: N&C PP NW. 72.76'
Tie 2: 3/8" REBAR SW. 55.46'
Tie 3: 3/8" REBAR SE. 69.39'
Tie 4:
Remarks: TIES OK IN 1992
Corner: NW
Date: Sept. 5, 1980
Located: 1/2" iron rebar
Depth:
Placed:
Location: On the centerline of the intersection of both roads
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 23
Surveyor?s Record Section 15
Surveyor?s Record Section 22
Surveyor?s Record Section 14 |
Corner: N1/4
Date: Oct. 30, 1980
Located: Nothing
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap
Location: On line between and equidistant from the northwest and northeast corner of section 23 and in harmony with north-south fence lines. 2.3' north of centerline twp road
Tie 1: Brass Disc "LS 12967" & nail in corner fence post N/NW 37.85'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post SE 41.52'
Tie 3: Brass Disc "LS 12967" & nail in fence post NW 38.78'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date: OCT. 30, 1980
Located:
Depth:
Placed: 1/2" REBAR
Location:
Tie 1: N&D FE. POST NW. 38.78'
Tie 2: N&D COR. FE. POST N. 37.85'
Tie 3: N&D FE. POST S. 41.52'
Tie 4: 2.3' NORTH OF CL TWP. ROAD
Remarks:
1861 Field Notes
Surveyor?s Record Section 23
Surveyor?s Record Section 14 |
Corner: NE
Date: SEPT. 4, 1980
Located: ENGINE VALVE WITH HUB
Depth: 1.0' BELOW GRADE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Sept. 4, 1980
Located: Old engine valve with hub
Depth: 1.0' below grade
Placed:
Location: On the centerline of intersection of both twp roads
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 23
Surveyor?s Record Section 14
Surveyor?s Record Section 13
Surveyor?s Record Section 24 |
Corner: W1/4
Date: JULY 27, 1971
Located: FIELD STONE
Depth: 4' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: Oct. 23, 1984
Located: 6"x6"x18" concrete monument
Depth: 2.0' down
Placed: 1.25"x 1.25"x 20" perforated steel tube with aluminum cap stamped "DNR Survey Marker" Flush
Location: Over concrete monument
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: W1/4
Date: July 7, 2015
Located:
Depth: AT SURFACE
Placed: MAG NAIL
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: APRIL 4, 1991
Located: DNR SURVEY PIN
Depth: 0.2' BELOW GRADE
Placed: P.K. NAIL ON APRIL 3, 1992
Location: ABOVE PIN
Tie 1: 3/8" REBAR SE. 32.25'
Tie 2: 3/8" REBAR SW. 32.05'
Tie 3: 3/8" REBAR NW. 38.25'
Tie 4:
Remarks: TIES OK IN 1992
Corner: W1/4
Date: Sept. 5, 1980
Located: Iron pin above stone
Depth:
Placed:
Location: Centerline of CSAH 38
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 23
Surveyor?s Record Section 22 |
Corner: CENTER
No information.
Surveyor?s Record Section 23 |
Corner: E1/4
Date: Oct. 30, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: Per evidence of the intersection of the north-south road centerline & field/fence line
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 23
Surveyor?s Record Section 24 |
Corner: SW
Date: APRIL 4, 1991
Located: ASSUMED DNR SURVEY PIN
Depth: 0.3' BELOW BIT.
Placed: P.K. NAIL ON APRIL 3, 1992
Location: ABOVE PIN
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: TIES OK IN 1992
Corner: SW
Date: Sept. 30, 2016
Located:
Depth: Flush with the asphalt surface
Placed: Mag Nail after the bituminous overlay
Location: .6' west of Centerline on CSAH 38
Tie 1: Northing- 205682.494
Tie 2: Easting- 537699.137, Elevation-1519.27
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: SW
Date: JULY 21, 1971
Located: CONC. MON.
Depth: 2' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP SW. 64.15'
Tie 2: N&C PP NW. 65.45'
Tie 3: 3/8" REBAR NE. 99.02'
Tie 4:
Remarks:
Corner: SW
Date: Oct. 23, 1984
Located: 6"x6" concrete monument
Depth: 14" down
Placed: 1.25"x 1.25"x 20" perforated steel tube with aluminum cap stamped "DNR Survey Marker" over conc mon
Location: On centerline of intersection of all roads
Tie 1: DNR nail & disc SE side of PP up 3.0' SW 64.54'
Tie 2: DNR nail & disc NE side of PP up 4.0' NW 65.39'
Tie 3: Top center of telephone ped SE 109.70'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 23
Surveyor?s Record Section 22
Surveyor?s Record Section 27
Surveyor?s Record Section 26 |
Corner: S1/4
Date: NOV. 20, 1969
Located: FIELD STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP NW. 54.50'
Tie 2: N&C TP SW. 58.20'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: MARCH 1934
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN BLAZED COR. POST S. 33.0'
Tie 2: TACK IN GATE POST NE. 41.0'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: MAY 8, 2023
Located: NOTHING
Depth:
Placed: 3" SURVEY SPIKE.
Location:
Tie 1: N: 205698.322
Tie 2: E: 540371.164
Tie 3:
Tie 4:
Remarks: SEE CORNER CERTIFICATE
Corner Certification
1861 Field Notes
Surveyor?s Record Section 23
Surveyor?s Record Section 26 |
Corner: SE
Date: NOV. 20, 1969
Located: FIELD STONE
Depth: 1.3' BELOW GRADE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: Oct. 30, 1980
Located: 5/8" iron rebar
Depth: 1.3' below grade
Placed: 1/2" iron rebar with "LS 12967" cap
Location: Over 5/8" rebar
Tie 1: N&C Tel Ped SE. 60.90'
Tie 2: N&C PP NW. 58.72'
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 23
Surveyor?s Record Section 26
Surveyor?s Record Section 24
Surveyor?s Record Section 25 |
