Corner: NW
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: NW
Date: May 4, 2018
Located: DNR Survey Cap
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Sept. 27, 2016
Located: Red Survey Cap
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
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
Surveyor's Record Section 17
Surveyor?s Record Section 7
Surveyor's Record Section 18
Surveyor?s Record Section 8 |
Corner: N1/4
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 17
Surveyor?s Record Section 8 |
Corner: NE
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: NE
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.
Corner: NE
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: NE
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: NE
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
Surveyor's Record Section 17
Surveyor?s Record Section 8
Surveyor?s Record Section 9
Surveyor's Record Section 16 |
Corner: W1/4
Date: JUNE 5, 2012
Located: STEEL PIN WITH DNR SURVEYOR'S CAP, RLS #19839
Depth: DOWN 6"
Placed:
Location: 3' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 181998.955
Tie 2: E = 553536.223
Tie 3: ELEV. = 1518.687
Tie 4:
Remarks: NO TIES
Corner: W1/4
Date: Sept. 27, 2016
Located: DNR Cap
Depth: 8" Deep
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: MAR. 30, 2012
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: Sept. 21, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: May 4, 2018
Located: DNR Survey Cap
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 18 |
Corner: CENTER
Date: MAY 22, 1901
Located:
Depth:
Placed: STONE 10"x12"x20"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 17 |
Corner: E1/4
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: REBAR E. 89.12', 140.02', 175.74'
Tie 2:
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: April 13, 1978
Located: Nothing
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE A 6'x6'x6' HOLE.
Corner: E1/4
Date: May 9, 2017
Located: #4 Rebar
Depth: At the top of the asphalt surface.
Placed:
Location: On the centerline of CSAH 42.
Tie 1: N: 181958.382
Tie 2: E: 558846.996
Tie 3: Elev.: 1485.750
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: E1/4
Date: Nov. 6, 2013
Located:
Depth:
Placed: Survey Marker with Cap #23008
Location: Centerline of north-south road and in line with fence to east
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: E1/4
Date: Sept. 21, 2015
Located: PK Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
Date: Sept. 29, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On the Centerline of CSAH 42.
Tie 1: N: 181958.398
Tie 2: E: 558846.976
Tie 3: Elev. 1485.946
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
1861 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: SW
Date: NOV. 23, 1987
Located:
Depth:
Placed: 5/8" ROD
Location:
Tie 1: N&C PP SW. 67.90'
Tie 2: N&C TEL. PED. NE. 76.20'
Tie 3: N&C PP SE. 167.00'
Tie 4:
Remarks:
Corner: SW
Date: MAR. 30, 2012
Located: IRON MONUMENT
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: 0.4' BELOW GRADE
Placed:
Location:
Tie 1: RED ROCK WATER VALVE SIGN NW 99.28'
Tie 2: NAIL & BOTTLE CAP IN SE FACE OF POWER POLE SW 67.89'
Tie 3: NAIL & BOTTLE CAP IN NORTH FACE OF POWER POLE SE 166.98'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: MAY 22, 1901
Located: STONE 8"x10"x18"
Depth:
Placed: IRON PIN IN 1963 (ASSUMED)
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: JUNE 5, 2012
Located: 3/4" IRON MONUMENT
Depth: DOWN 4"
Placed:
Location: 1.5' NORTH OF CENTERLINE OF ROAD.
Tie 1: N = 179358.394
Tie 2: E = 553550.936
Tie 3: ELEV. = 1520.488
Tie 4:
Remarks: NO TIES
Surveyor's Record Section 17
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 20 |
Corner: S1/4
Date: Aug. 27, 2020
Located: 3/4" OPEN PIPE WITHOUT CAP
Depth: 0.6' BELOW GRADE
Placed:
Location:
Tie 1: MN DNR WPA SIGN NW 51.30'
Tie 2: CUT "X" IN TOP OF WEST END RCP CULVERT NE 48.92'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 51.49'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: 1963
Located:
Depth:
Placed: IRON PIN IN 1963 (ASSUMED)
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: JUNE 5, 2012
Located: 3/4" STEEL PIPE
Depth: DOWN 5"
Placed:
Location: 1' NORTH OF CENTERLINE OF ROAD.
Tie 1: N = 179338.275
Tie 2: E = 556208.110
Tie 3: ELEV. = 1495.222
Tie 4:
Remarks: NO TIES
Corner: S1/4
Date: July 19, 2018
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: MAY 22, 1901
Located: LIME STONE, 6"x10"x20"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: NOV. 23, 1987
Located:
Depth:
Placed: 3/4" IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Sept. 21, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 20 |
Corner: SE
Date: April 13, 1978
Located: Nothing
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE A 6'x6'x7' HOLE.
Corner: SE
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.32' below the top of the asphalt.
Placed:
Location: 1' west of centerline of CSAH 42 & 1.5' south of E-W Rd centerline of CSAH 11.
Tie 1: N: 179318.450
Tie 2: E: 558853.276
Tie 3: Elev.: 1483.976
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 FLUSH WITH ASPHALT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 123.52'
Tie 2: MAG NAIL IN NORTH OF POWER POLE SE 137.96'
Tie 3: TELEPHONE PEDESTAL NE 155.95'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP NW. 127.20'
Tie 2: N&C TEL. PED. NE. 116.90'
Tie 3: N&C PP SE. 154.35'
Tie 4: NAILS W. 155.05', 245', 345.05'
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: SE
Date: November 23, 1987
Located:
Depth:
Placed: 3/4" Iron Pipe
Location:
Tie 1: N&C P.P. NW 127.20'
Tie 2: N&C Tel. Ped. Post NE 116.90'
Tie 3: N&C P.P. SE 154.35'
Tie 4:
Remarks: Placed by L.S.
Corner: SE
Date: Sept. 21, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: Sept. 9, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: 1.1' west of the Centerline of CSAH 42 & On Centerline of CSAH 11
Tie 1: N: 179318.383
Tie 2: E: 558853.286
Tie 3: Elev. 1485.390
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: SE
Date: AUG. 8, 2006
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 17
Surveyor's Record Section 20
Surveyor's Record Section 16
Surveyor's Record Section 21 |
