Corner: NW
Date: OCT. 28, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: May 26, 2016
Located: Iron Pin with aluminum cap Denoting DNR Survey Marker.
Depth: 0.60' Below the top of the gravel surface.
Placed:
Location: On Centerline of the E-W Township road, & 2' West of Centerline of the N-S Township road.
Tie 1: Northing- 189937.012
Tie 2: Easting- 553484.644, Elevation- 1528.764
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon 2" Above survey DNR Survey Marker.
Corner: NW
Date: Oct. 9, 1991
Located: 12"x19"x19" Granite Stone with pieces of lath
Depth: Down 2.5'
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" over stone down 0.4'
Location: 1' west of centerline of north-south road & on centerline of east-west road
Tie 1: Nail & DNR Disc in WSW side of wood corner fence post up 4' NW 57.15'
Tie 2: Nail & DNR Disc in S side of PP post up 4' NE 43.66'
Tie 3: Nail & DNR Disc in SW side of PP post up 4' SE 48.82'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 8
Surveyor?s Record Section 6
Surveyor?s Record Section 7
Surveyor?s Record Section 5 |
Corner: N1/4
Date: May 26, 2016
Located: Iron Pin with Yellow survey Cap Denoting Zieske PLS # 23008
Depth: 1.5" Below the top of the gravel surface.
Placed:
Location: On Centerline of the E-W Township Road, 4.6' West of the Fence in southerly direction & on Centerline of the Fence heading Northerly.
Tie 1: Northing- 189917.232
Tie 2: Easting- 556142.170, Elevation- 1476.322
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon Around the survey cap. The top of the survey cap had a slice but still in tact and usable.
Corner: N1/4
Date: OCT. 28, 2008
Located: 12" X 15" STONE
Depth:
Placed: 1" IRON PIPE W/ CAP 23008
Location: OVER TOP OF STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: N1/4
Date: Aug. 27, 2020
Located: 1" PIPE WITH CAP LS # 23008
Depth: DOWN 0.1'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP SW 40.80'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 54.43'
Tie 3: MAG IN TOP OF FENCE POST IN EAST-WEST LINE SE 74.08'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 5 |
Corner: NE
Date: Dec. 24, 1991
Located:
Depth:
Placed: 5/8" rebar with seal #11943 at road surface
Location:
Tie 1: Nail & seal in PP NE 61.20'
Tie 2: Nail & seal in stop sign post NW 43.05'
Tie 3: Nail & seal in stop sign post SE 45.95'
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: NE
Date: July 18, 2017
Located:
Depth: At the top of asphalt surface.
Placed: #4 Rebar
Location: .67' west of the centerline of CSAH 42 & 2' South of the road heading west, on Centerline of the road heading east.
Tie 1: N: 189903.511
Tie 2: E: 558801.781
Tie 3: Elev.: 1442.034
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: NE
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: "X" IN R.C.P. CULVERT NW. 43.75'
Tie 2: "X" IN R.C.P. CULVERT SW. 40.89'
Tie 3: "X" ON TEL. PED. NW. 62.38'
Tie 4: NAIL W., 155', 255', 349.95'
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: NE
Date: May 10, 2017
Located: #4 Rebar
Depth: 1.1' below the asphalt surface.
Placed:
Location: On centerline of CSAH 42 & on Centerline of the road heading easterly, 1.5' South of the centerline of the road heading westerly.
Tie 1: N: 189903.495
Tie 2: E: 558801.812
Tie 3: Elev.: 1440.726
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap
Corner: NE
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: TOP NORTH END 27" RCP CULVERT NW 43.76'
Tie 2: TELEPONE PEDESTAL POST NW 62.14'
Tie 3: TOP OF SOUTH END 27" RCP CULVERT SW 40.78'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 8
Surveyor?s Record Section 5
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 6 REBAR WITH 1" ALUMINUM CAP STAMPED "DNR SURVEY MARKER"
Depth: 0.4' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 47.66'
Tie 2: MAG NAIL IN TOP OF FENCE POST SW 40.02'
Tie 3: MAG NAIL IN TOP OF CORNER FENCE POST SE 47.48'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 6 REBAR WITH 1" ALUMINUM CAP STAMPED "DNR SURVEY MARKER"
Depth: 0.4' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 47.66'
Tie 2: MAG NAIL IN TOP OF FENCE POST SW 40.02'
Tie 3: MAG NAIL IN TOP OF CORNER FENCE POST SE 47.48'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: Oct. 9, 1991
Located:
Depth:
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" down 0.4'
Location: On centerline of north-south road & in line with fence line east-west & 16.5' south of centerline of field road east
Tie 1: Nail & DNR Disc in SE side of PP up 3' SW 65.76'
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 7 |
Corner: CENTER
No information.
Surveyor?s Record Section 8 |
Corner: E1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface
Placed: #4 Rebar
Location: On Centerline of CSAH 42 & on the fence line heading west.
Tie 1: N: 187258.185
Tie 2: E: 558809.905
Tie 3: Elev.: 1449.604
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: E1/4
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location: ABOVE STEEL PIN
Tie 1: N&C PP W/NW 55.68'
Tie 2: REBAR W. 103.14', 188.12', 284.24'
Tie 3:
Tie 4:
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: E1/4
Date: May 9, 2017
Located: #4 rebar
Depth: 1.2' below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42
Tie 1: N:187258.168
Tie 2: E:558809.896
Tie 3: Elev.:1448.205
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap.
Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 53.25'
Tie 2: MAG NAIL IN SOUTHEAST FACE OF POWER POLE SW 226.24'
Tie 3: NO. 3 REBAR WITH REF. CAP 54.65'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: April 13, 1978
Located: Field Stone.
Depth: 3.4' below grade
Placed: Steel Pin above stone.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 8
Surveyor?s Record Section 9 |
Corner: SW
Date: Sept. 27, 2016
Located: Red Survey Cap
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: Aug. 27, 2020
Located: NO. 6 REBAR WITHOUT CAP
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: NAIL & DISK IN EAST FACE OF POWER POLE SW 40.83'
Tie 2: DIRECTIONAL ARROW SIGN POST SW 29.34'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 51.51'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: Oct. 9, 1991
Located:
Depth:
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" down 0.4'
Location: On centerline of north-south road & in line with old fence 500' west and in line with centerline of road 500' east
Tie 1: Nail & DNR Disc in SE side of PP SW 40.79'
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SW
Date: May 4, 2018
Located: DNR Survey Cap
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 8
Surveyor?s Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 17 |
Corner: S1/4
Date: DEC. 16, 2020
Located: STONE 14" X 8" X 6" WITH 1/4 SCRIBE ON IT
Depth:
Placed: NO. 4 REBAR WITH CAP LS 45874 DOWN 0.5'
Location:
Tie 1: SOUTHEAST CORNER OF TELEPHONE PEDESTAL NW 121.32'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 40.13'
Tie 3: MAG NAIL IN SOUTHWEST FACE OF POWER POLE SE 54.21'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 8
Surveyor's Record Section 17 |
Corner: SE
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP SW. 58.20'
Tie 2: "X" ON TEL. PED. NE. 61.40'
Tie 3: NAILS W. 145', 245', 340'
Tie 4:
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: SE
Date: May 9, 2017
Located: #4 Rebar
Depth: 1.3' Below the asphalt surface
Placed:
Location: 1' East of Centerline of CSAH 42 & 1' South of west Rd & 1' North of east Rd.
Tie 1: N: 184606.706
Tie 2: E: 558828.065
Tie 3: Elev.: 1474.727
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap.
Corner: SE
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG IN NORTH FACE OF POWER POLE NW 61.39'
Tie 2: MAG IN NORTH FACE OF POWER POLE SE 59.15'
Tie 3: TELEPHONE PEDESTAL NE 60.99'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: April 13, 1978
Located: Nothing
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE A 5'x6'x6' HOLE.
Corner: SE
Date: July 18, 2017
Located:
Depth: At the top of asphalt surface.
Placed: #4 Rebar
Location: 1' South of the road heading west, 1' North of the Rd heading east & 1' East of the Centerline of CSAH 42
Tie 1: N: 184606.709
Tie 2: E: 558828.080
Tie 3: Elev.: 1476.183
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Surveyor?s Record Section 8
Surveyor's Record Section 17
Surveyor?s Record Section 9
Surveyor's Record Section 16 |
