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 |