Corner: NW
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: NAIL & BOTTLE CAP IN SOUTHEAST FACE OF POWER POLE NW 61.06'
Tie 2: STREET SIGN NE 53.26'
Tie 3: NAIL & BOTTLE CAP IN NORTHEAST FACE OF POWER POLE SW 76.43'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: APR. 13, 1978
Located: CONC. MON.
Depth: 1.1' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C SIGN POST NE. 42.60'
Tie 2: N&C BRACE POST SW. 58.72'
Tie 3: N&C PP NW. 62.10'
Tie 4:
Remarks:
Corner: NW
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP SW. 76.48'
Tie 2: N&C PP NW. 61.58'
Tie 3: NAILS WEST 155.0', 250.0', 340.0'.
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: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On Centerline of CSAH 14 & 42
Tie 1: N: 195131.569
Tie 2: E: 558765.257
Tie 3: Elev.: 1440.058
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: NW
Date:
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN PP NW. 60.7'
Tie 2: TACK IN COR. FE. POST SW. 54.6'
Tie 3:
Tie 4:
Remarks: NO DATE
Corner: NW
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.2' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & CSAH 14.
Tie 1: N: 195131.537
Tie 2: E: 558765.344
Tie 3: Elev.: 1438.676
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
Surveyor?s Record Section 4
Surveyor?s Record Section 32
Surveyor?s Record Section 5
Surveyor?s Record Section 33 |
Corner: N1/4
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST N. ON LINE 34.1'
Tie 2: TACK IN FE. POST NW. 49.4'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: June 4, 2024
Located: RAILROAD SPIKE SET OVER STONE PER CORNER CERT.
Depth:
Placed:
Location:
Tie 1: N: 195143.383
Tie 2: E: 561408.205
Tie 3: REBAR TIE NW 46.50'
Tie 4: REBAR TIE SW 48.02', SE 52.40'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: N1/4
Date: DEC. 16, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH "X" SCRIBED ON TOP, 0.8' BELOW GRADE
Depth:
Placed: RAILROAD SPIKE ABOVE CONCRETE MONUMENT
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 46.50'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 48.02'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 52.40'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 4
Surveyor?s Record Section 33 |
Corner: NE
Date: Oct. 9, 1980
Located: Concrete Monument
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap over monument
Location: 1.5' west of north-south road and on centerline of east-west road
Tie 1: Brass Disc "LS 12967" & nail in PP NW 44.40'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 50.00'
Tie 3: Brass Disc "LS 12967" & nail in guy pole SW 45.30'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: Aug. 27, 2020
Located: NO. 4 WITH BROKEN CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SE CORNER OF ELECTRICAL CABINET NW 46.98'
Tie 2: CENTER OF WATER GATE VALVE SW 54.23'
Tie 3: CENTER OF WATER GATE VALVE NE 50.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: 1940
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: August 28, 2013
Located: Surveyors Cap and Pin
Depth: Down 2"
Placed:
Location: Centerline of CSAH 14 and 1.5' West of Centerline of North and South TWP. Road
Tie 1: Northing = 195154.717
Tie 2: Easting = 564062.061
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: June 4, 2024
Located: IRON WITH BROKEN CAP OVER A CONCRETE MONUMENT
Depth:
Placed:
Location:
Tie 1: N: 195154.710
Tie 2: E: 564062.056
Tie 3: SE CORNER ELEC. BOX NW 46.85'
Tie 4: WATER VALVE NE 50.60', WATER VALVE SW 54.00'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 4
Surveyor?s Record Section 33
Surveyor?s Record Section 34
Surveyor?s Record Section 3 |
Corner: W1/4
Date: OCT. 28, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: May 5, 2017
Located: #4 Rebar
Depth: 1.2' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & On Centerline of the fence heading easterly.
Tie 1: N: 192566.173
Tie 2: E: 558783.344
Tie 3: Elev.: 1439.741
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: P.K. NAIL IN TOP OF CMP CULVERT NW 43.38'
Tie 2: P.K. NAIL IN TOP OF CMP CULVERT SW 46.47'
Tie 3: NO.3 REBAR WITH REF. CAP SE 51.13'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: P.K. NAIL TOP OF CULVERT NW. 43.35'
Tie 2: P.K. NAIL TOP CULVERT SW. 46.50'
Tie 3: REBAR W. 148.61', 239.83', 329.75'
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: Dec. 24, 1991
Located: Nothing
Depth:
Placed: 5/8" rebar with seal #11943
Location:
Tie 1: Nail & seal in PP SE 51.10'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
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 Centerline of fence heading easterly.
Tie 1: N: 192566.174
Tie 2: E: 558783.338
Tie 3: Elev.: 1441.176
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
1861 Field Notes
Surveyor?s Record Section 4
Surveyor?s Record Section 5 |
Corner: CENTER
No information.
Surveyor?s Record Section 4 |
Corner: E1/4
Date: NOV. 03,2020
Located: 18"X11"X5" STONE DOWN 3' LAYING FLAT. NO VISIBLE MARKINGS.
Depth:
Placed: NO. 4 REBAR WITH CAP LS 45874 ABOVE STONE
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 51.57'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 54.95'
Tie 3: NO. 3 REBAR WITH REF. CAP SW 42.68'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: June 6, 2024
Located: CAPPED IRON #45874 OVER STONE.
Depth:
Placed:
Location:
Tie 1: N: 192630.539
Tie 2: E: 564059.998
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 4
Surveyor?s Record Section 3 |
Corner: SW
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: SW
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.
Corner: SW
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: SW
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: SW
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
Surveyor?s Record Section 4
Surveyor?s Record Section 5
Surveyor?s Record Section 8
Surveyor?s Record Section 9 |
Corner: S1/4
Date: June 7, 2024
Located: 1/2" IRON WITH SEAL #44996
Depth:
Placed:
Location:
Tie 1: N: 189912.982
Tie 2: E: 561432.474
Tie 3: REBAR TIE NW 46.40'
Tie 4: REBAR TIE NE 42.72', SE 43.44'
Remarks:
Corner Certification
Corner: S1/4
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
Corner: S1/4
Date: May 26, 2016
Located: Nothing Found with Metal Detector.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |
Corner: SE
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: SE
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
Corner: SE
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: SE
Date: June 9, 2024
Located: 1/2" IRON #12967
Depth:
Placed:
Location:
Tie 1: N: 189922.554
Tie 2: E: 564063.044
Tie 3: REBAR TIE NW 50.39'
Tie 4: MAG NAIL IN TOP OF CULVERT SW 29.66', SE 23.96'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor?s Record Section 3
Surveyor?s Record Section 10 |