Corner: NW
Date: NOV. 1969
Located: FIELD STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP NW. 57.19'
Tie 2: N&C COR. POST NE. 66.98'
Tie 3: N&C COR. POST SE. 52.30'
Tie 4:
Remarks:
Corner: NW
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205738.075
Tie 2: E-553379.912
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
Corner: NW
Date: OCT. 19, 2004
Located: 2" DIA. DISK
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Surveyor?s Record Section 29
Surveyor?s Record Section 19
Surveyor?s Record Section 30
Surveyor?s Record Section 20 |
Corner: N1/4
Date: March 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: 1969
Located:
Depth:
Placed: IRON PIN (ASSUMED)
Location: ON SOUTH FENCE LINE
Tie 1: N&C COR. POST S. 50.89'
Tie 2: N&C 1ST POST W. OF N. COR. POST 58.54'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205730.022
Tie 2: E-556033.861
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
1861 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 20 |
Corner: NE
Date: JUNE 8, 1976
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: AUG. 27,2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SEE ATTACHED CERT.
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: 1940
Located: CONCRETE STONE
Depth:
Placed: IRON PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST NE. 52.40'
Tie 2: N&C COR. POST NW. 45.30'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: APRIL 14, 1978
Located:
Depth:
Placed: IRON PIN
Location: ABOVE STOVE
Tie 1: N&C PP NE. 61.43'
Tie 2: N&C BLAZED TREE NW. 73.89'
Tie 3: STEEL PIN INSLOPE SW. 54.11'
Tie 4:
Remarks:
Corner: NE
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205723.179
Tie 2: E-558685.584
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.
Surveyor?s Record Section 29
Surveyor?s Record Section 20
Surveyor?s Record Section 21
Surveyor?s Record Section 28 |
Corner: W1/4
Date: March 23, 2018
Located: Fence Corner
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: Aug. 12, 2010
Located: IRON PIN W/ CAP NO. 19092
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: JULY, 1900
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 30 |
Corner: CENTER
No information.
Surveyor?s Record Section 29 |
Corner: E1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: 4' South of the Centerline of driveway on the east side & .17' East of CSAH 42 Centerline.
Tie 1: N: 203072.751
Tie 2: E: 558705.637
Tie 3: Elev.: 1451.559
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE SW 232.30'
Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE SE 58.05'
Tie 3: MAG NAIL IN NORTH FACE OF POWER POLE NW 47.59'
Tie 4: NAIL & WHISKER SE 135.78'
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: APR. 14, 1978
Located: FIELD STONE
Depth: 30" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP W. 47.05'
Tie 2: N&C PP SE. 57.37'
Tie 3: NAILS E. 135.78', 252.26' AND 366.16'
Tie 4:
Remarks:
Corner: E1/4
Date: May 15, 2017
Located: #4 Rebar
Depth: 1.3' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & 6' South of the centerline of the East Driveway & 6' South of tree line to the west.
Tie 1: N: 203072.733
Tie 2: E: 558705.666
Tie 3: Elev.: 1450.190
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: E1/4
Date: March 23, 2018
Located: 3/8" Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR (ASSUMED)
Location:
Tie 1: N&C PP SW. 57.47'
Tie 2: NAILS W. 155.00', 250.00' AND 346.00'
Tie 3:
Tie 4:
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
1861 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 28 |
Corner: SW
Date: AUG. 12, 2010
Located: CAP NO. 19092
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: March 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: JULY, 1900
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Aug. 11, 2016
Located: Iron pin with a yellow survey cap # 19092 no other markings visible
Depth: .2' Below the gravel surface.
Placed:
Location: On Centerline of the E-W Township Road, and 6' west of the field break heading in the southerly direction.
Tie 1: Northing- 200449.850
Tie 2: Easting- 553446.860, Elev.- 1442.507
Tie 3:
Tie 4:
Remarks: Tied pink ribbon around the survey cap.
Murray County Coordinates & Geoid 99 used.
Surveyor?s Record Section 29
Surveyor?s Record Section 30
Surveyor?s Record Section 31
Surveyor?s Record Section 32 |
Corner: S1/4
Date: March 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 32 |
Corner: SE
Date: JUNE 25, 1924
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: FOUND CORNER IN 1924.
Corner: SE
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.35' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & On Centerline of the East Rd & 2' South of the Road heading westerly.
Tie 1: N: 200432.937
Tie 2: E: 558723.855
Tie 3: Elev.:1445.863
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
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG IN SOUTHEAST FACE OF POWER POLE SW 58.75'
Tie 2: R/W SIGN SE 153.48'
Tie 3: R/W SIGN NE 153.87'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR (ASSUMED)
Location:
Tie 1: N&C PP SW. 57.47'
Tie 2: NAILS W. 155.00', 250.00' AND 346.00'
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: SE
Date: APRIL 14, 1978
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE 6'x6'x6' HOLE.
Corner: SE
Date: July 18, 2017
Located:
Depth: At the top of asphalt surface.
Placed: #4 Rebar
Location: .25' west of Centerline of CSAH 42 & 1' North of the road heading easterly & 2' South of the road heading westerly.
Tie 1: N: 200432.943
Tie 2: E: 558723.878
Tie 3: Elev.: 1447.413
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Surveyor?s Record Section 29
Surveyor?s Record Section 32
Surveyor?s Record Section 28
Surveyor?s Record Section 33 |