Corner: NW 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: NW 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: NW 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: NW 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: NW 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 16
Surveyor?s Record Section 8
Surveyor's Record Section 17
Surveyor?s Record Section 9 |
Corner: N1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITH CAP LS # 23008 Depth: 0.3' BELOW GRADE Placed: Location: Tie 1: NO. 3 REBAR WITH REF. CAP SW 42.74' Tie 2: MAG NAIL IN EAST FACE OF POWER POLE NW 30.26' Tie 3: NO. 3 REBAR WITH REF. CAP SE 46.22' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor's Record Section 16
Surveyor?s Record Section 9 |
Corner: NE Date: Aug. 27, 2020 Located: NO. 5 REBAR WITHOUT CAP Depth: 0.3' BELOW GRADE Placed: Location: Tie 1: MAG NAIL IN SOUTH FACE OF POWER POLE NW 132.47' Tie 2: NORTHEAST CORNER OF TELEPHONE PEDESTAL SW 71.45' Tie 3: MAG NAIL IN SE FACE OF POWER POLE NE 110.37' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: NE Date: Nov. 6, 2013 Located: 6"x10" Stone Depth: 2.6' Deep Placed: 5/8" Iron Stake with Survey Cap #23008 over top center of stone Location: Centerline of Intersection Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Surveyor's Record Section 16
Surveyor?s Record Section 9
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
Corner: W1/4 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: W1/4 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: W1/4 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: W1/4 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: W1/4 Date: Sept. 21, 2015 Located: PK Nail Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: W1/4 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 16
Surveyor's Record Section 17 |
Corner: CENTER No information.
Surveyor's Record Section 16 |
Corner: E1/4 Date: April 19, 2016 Located: Survey Marker Spike Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: E1/4 Date: Nov. 6, 2013 Located: Nothing Depth: Placed: 5/8" Iron Stake with Survey Cap #23008 Location: Midway and Online between NE & SE Corners of section 16 Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: E1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITHOUT CAP BENT SHORT AT BASE Depth: Placed: Location: Tie 1: NO. 3 REBAR WITH REF. CAP NE 36.96' Tie 2: NO. 3 REBAR WITH REF. CAP SE 47.12' Tie 3: NO. 3 REBAR WITH REF. CAP NW 38.37' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor's Record Section 16
Surveyor?s Record Section 15 |
Corner: SW 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: SW 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: SW Date: Sept. 21, 2015 Located: Iron Monument Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SW 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: SW Date: AUG. 8, 2006 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SW 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: SW 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: SW 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
Surveyor's Record Section 16
Surveyor's Record Section 17
Surveyor's Record Section 20
Surveyor's Record Section 21 |
Corner: S1/4 Date: Aug. 27, 2020 Located: NO. 3 REBAR WITHOUT CAP Depth: 0.2' BELOW GRADE Placed: Location: Tie 1: NAIL & BOTTLE CAP IN NE FACE OF POWER POLE SE 52.37' Tie 2: CUT "X" IN NORTH END OF 12" RCP CULVERT NE 134.44' Tie 3: CUT "X" IN NORTH END OF 12" RCP CULVERT SE 137.12' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: S1/4 Date: JUNE 5, 2012 Located: 3/4" STEEL PIN Depth: DOWN 5" Placed: Location: CENTERLINE OF ROAD. Tie 1: N = 179330.943 Tie 2: E = 561499.700 Tie 3: ELEV. = 1474.819 Tie 4: Remarks: TIES WERE GOOD
Corner: S1/4 Date: 1963 Located: Depth: Placed: STEEL PIN (ASSUMED) Location: 1" BELOW GRADE Tie 1: N&C PP SE. 51.62' Tie 2: "X" NORTH END PIPE 134.72' Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor's Record Section 16
Surveyor's Record Section 21 |
Corner: SE Date: 1963 Located: SPIKE (ASSUMED) Depth: Placed: STEEL PIN (ASSUMED) Location: 1" BELOW GRADE Tie 1: N&C PP NE. 58.54' Tie 2: N&C TP SW. 78.95' Tie 3: N&C TP NW. 66.59' Tie 4: Remarks:
Corner: SE Date: JUNE 5, 2012 Located: LAND SURVEYOR CAP AND PIN (TOP WAS TOO DAMAGED) Depth: 4" DOWN Placed: Location: CENTERLINE OF ROAD Tie 1: N = 179350.269 Tie 2: E = 564153.937 Tie 3: ELEV. = 1437.505 Tie 4: Remarks:
Corner: SE Date: Nov. 21, 2005 Located: Spike Depth: Placed: 1" Pipe with seal #43844 Location: Tie 1: Nail & seal in telephone ped post NW 66.70' Tie 2: Nail & seal in PP SE 58.40' Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor?s Record Section 15
Surveyor's Record Section 22 |