Corner: NW
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: NW
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: NW
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
Corner: NW
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: NW
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.
Surveyor?s Record Section 9
Surveyor?s Record Section 5
Surveyor?s Record Section 8
Surveyor?s Record Section 4 |
Corner: N1/4
Date: May 26, 2016
Located: Nothing Found with Metal Detector.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 4 IRON WITH CAP LS #44996
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 46.40'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 42.72'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 43.44'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 9
Surveyor?s Record Section 4 |
Corner: NE
Date: May 26, 2016
Located: Iron Pin with Yellow survey cap denoting Martin # 12967.
Depth: .50' Below the top of gravel surface.
Placed:
Location: 3.2' East of N-S Township Road Centerline, 3.7' South of E-W Township Road Centerline
Tie 1: Northing- 189922.512
Tie 2: Easting- 564063.023, Elevation- 1438.564
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon 2" above survey cap.
Corner: NE
Date: OCT. 9, 1980
Located: BLUE GRANITE ROCK
Depth:
Placed: 1/2" REBAR
Location: ABOVE ROCK
Tie 1: 3.2' EAST & 2' SOUTH OF INTERSECTION TWP. RD. CENTERLINES.
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH CAP LS # 12967
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 50.39'
Tie 2: MAG NAIL IN TOP WEST END OF 15" CMP SW 29.66'
Tie 3: MAG NAIL IN TOP EAST END OF 15" CMP SE 23.96'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 9
Surveyor?s Record Section 4
Surveyor?s Record Section 3
Surveyor?s Record Section 10 |
Corner: W1/4
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: W1/4
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: W1/4
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: W1/4
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:
Corner: W1/4
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.
1861 Field Notes
Surveyor?s Record Section 9
Surveyor?s Record Section 8 |
Corner: CENTER
No information.
Surveyor?s Record Section 9 |
Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 4 IRON WITH CAP LS# 44996 "BHI"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: T-POST WITH WHITE PLASTIC SLEEVE NW 57.90'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 55.62'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 54.74'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 9
Surveyor?s Record Section 10 |
Corner: SW
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: SW
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: SW
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: SW
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: SW
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 9
Surveyor?s Record Section 8
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: S1/4
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 9
Surveyor's Record Section 16 |
Corner: SE
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
Corner: SE
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
Surveyor?s Record Section 9
Surveyor's Record Section 16
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
