Corner: NW
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: NW
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: NW
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 5
Surveyor?s Record Section 31
Surveyor?s Record Section 6
Surveyor?s Record Section 32 |
Corner: N1/4
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: N1/4
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: N1/4
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 5
Surveyor?s Record Section 32 |
Corner: NE
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: NE
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: NE
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: NE
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: NE
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: NE
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.
Surveyor?s Record Section 5
Surveyor?s Record Section 32
Surveyor?s Record Section 33
Surveyor?s Record Section 4 |
Corner: W1/4
Date: Aug. 27, 2020
Located: 1" PIPE WITH DAMAGED YELLOW PLASTIC CAP LS # 23008
Depth: FLUSH WITH GRADE
Placed:
Location:
Tie 1: NO. 3 REBAR REF. CAP NW 41.71'
Tie 2: NO. 3 REBAR REF. CAP SE 41.16'
Tie 3: NO. 3 REBAR REF. CAP SW 57.03'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: May 27, 2016
Located: Iron pin with Yellow survey cap denoting zieske PLS 23008.
Depth: At the surface of the township road.
Placed:
Location: On centerline of the N-S Township Road.
Tie 1: Northing- 192579.506
Tie 2: Easting- 553479.981, Elev.- 1475.985
Tie 3:
Tie 4:
Remarks: No other ties found, Placed pink ribbon around the Iron pin with the survey cap.
Corner: W1/4
Date: OCT. 28, 2008
Located:
Depth:
Placed: IRON PIPE W/ CAP 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 6 |
Corner: CENTER
Date: OCT. 28, 2008
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying Calculated Postion
Surveyor?s Record Section 5 |
Corner: E1/4
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: E1/4
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: E1/4
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.
Corner: E1/4
Date: OCT. 28, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
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: E1/4
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
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 4 |
Corner: SW
Date: Oct. 9, 1991
Located: 12"x19"x19" Granite Stone with pieces of lath
Depth: Down 2.5'
Placed: 3/4"x24" rebar with aluminum cap stamped "DNR Survey Marker" over stone down 0.4'
Location: 1' west of centerline of north-south road & on centerline of east-west road
Tie 1: Nail & DNR Disc in WSW side of wood corner fence post up 4' NW 57.15'
Tie 2: Nail & DNR Disc in S side of PP post up 4' NE 43.66'
Tie 3: Nail & DNR Disc in SW side of PP post up 4' SE 48.82'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SW
Date: OCT. 28, 2008
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: May 26, 2016
Located: Iron Pin with aluminum cap Denoting DNR Survey Marker.
Depth: 0.60' Below the top of the gravel surface.
Placed:
Location: On Centerline of the E-W Township road, & 2' West of Centerline of the N-S Township road.
Tie 1: Northing- 189937.012
Tie 2: Easting- 553484.644, Elevation- 1528.764
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon 2" Above survey DNR Survey Marker.
Surveyor?s Record Section 5
Surveyor?s Record Section 6
Surveyor?s Record Section 7
Surveyor?s Record Section 8 |
Corner: S1/4
Date: OCT. 28, 2008
Located: 12" X 15" STONE
Depth:
Placed: 1" IRON PIPE W/ CAP 23008
Location: OVER TOP OF STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: S1/4
Date: Aug. 27, 2020
Located: 1" PIPE WITH CAP LS # 23008
Depth: DOWN 0.1'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP SW 40.80'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 54.43'
Tie 3: MAG IN TOP OF FENCE POST IN EAST-WEST LINE SE 74.08'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: May 26, 2016
Located: Iron Pin with Yellow survey Cap Denoting Zieske PLS # 23008
Depth: 1.5" Below the top of the gravel surface.
Placed:
Location: On Centerline of the E-W Township Road, 4.6' West of the Fence in southerly direction & on Centerline of the Fence heading Northerly.
Tie 1: Northing- 189917.232
Tie 2: Easting- 556142.170, Elevation- 1476.322
Tie 3:
Tie 4:
Remarks: Placed Pink Ribbon Around the survey cap. The top of the survey cap had a slice but still in tact and usable.
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 8 |
Corner: SE
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: SE
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: SE
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: SE
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: SE
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 5
Surveyor?s Record Section 8
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |
