Corner: NW
Date: JULY, 1900
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
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.
Corner: NW
Date: AUG. 12, 2010
Located: CAP NO. 19092
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: March 23, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 32
Surveyor?s Record Section 30
Surveyor?s Record Section 31
Surveyor?s Record Section 29 |
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
1861 Field Notes
Surveyor?s Record Section 32
Surveyor?s Record Section 29 |
Corner: NE
Date: JUNE 25, 1924
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: FOUND CORNER IN 1924.
Corner: NE
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: NE
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: NE
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: NE
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: NE
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 32
Surveyor?s Record Section 29
Surveyor?s Record Section 28
Surveyor?s Record Section 33 |
Corner: W1/4
Date: AUG. 12, 2010
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 32
Surveyor?s Record Section 31 |
Corner: CENTER
No information.
Surveyor?s Record Section 32 |
Corner: E1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On CSAH 42 Centerline & 4' North of the fence heading easterly, On Centerline of the fence heading westerly.
Tie 1: N: 197783.406
Tie 2: E: 558743.983
Tie 3: Elev.:1437.129
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: E1/4
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: PK NAIL TOP OF CULV. NE. 44.34'
Tie 2: PK NAIL TOP OF CULV. NW. 45.10'
Tie 3: N&C PP SW. 82.45'
Tie 4: REBAR E. 103.28', 196.67' AND 302.98'
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: E1/4
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.3' Below the top of the asphalt surface.
Placed:
Location: 1' South of the fence heading westerly & .5' west of centerline of CSAH 42.
Tie 1: N: 197783.393
Tie 2: E: 558743.987
Tie 3: Elev.:1435.642
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: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN TOP OF NORTH END 15" CMP CULVERT NE 44.40'
Tie 2: MAG NAIL IN SOUTHEAST SIDE OF POWER POLE SW 76.00'
Tie 3: MAG NAIL IN TOP NORTH END 15" CMP CULVERT NW 45.00'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: APRIL 14,1978
Located: KOSOTA STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE @ SURFACE
Tie 1: N&C PP SW. 75.80'
Tie 2: N&C COR POST WEST 48.85'
Tie 3: N&C WOOD POST NW. 49.33'
Tie 4:
Remarks:
Corner: E1/4
Date: AUG. 12, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 32
Surveyor?s Record Section 33 |
Corner: SW
Date: 1934
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 41.4'
Tie 2: TACK IN COR. FE. POST SE. 43.2'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: AUG. 12, 2010
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: OCT. 28, 2008
Located: CONCRETE MONUMENT W/ X IN TOP
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 32
Surveyor?s Record Section 31
Surveyor?s Record Section 6
Surveyor?s Record Section 5 |
Corner: S1/4
Date: OCT. 12, 1906
Located: FIELD STONE
Depth:
Placed:
Location:
Tie 1: TACK IN GATE POST N. 34.2'
Tie 2: TACK IN BLAZED FE. POST SW. 44'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: OCT. 28, 2008
Located: 12" X 8" STONE
Depth:
Placed: IRON PIPE W/ CAP 23008
Location: OVER STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: S1/4
Date: 1934
Located: FIELD STONE
Depth:
Placed:
Location:
Tie 1: TACK IN GATE POST N. 34.2'
Tie 2: TACK IN BLAZED FE. POST SW. 44.0'
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 32
Surveyor?s Record Section 5 |
Corner: SE
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: SE
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: SE
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: SE
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: SE
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
Corner: SE
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
Surveyor?s Record Section 32
Surveyor?s Record Section 5
Surveyor?s Record Section 33
Surveyor?s Record Section 4 |
