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 |
