Corner: NW
No information.
Surveyor's Record Section 8
Surveyor's Record Section 6
Surveyor's Record Section 7
Surveyor's Record Section 5 |
Corner: N1/4
Date: DEC. 14, 2005
Located: IRON MONUMENT INPLACE UNDER BIT. SURFACE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: Oct. 27, 1913
Located:
Depth:
Placed: 2 STONES ONE ON TOP OF THE OTHER
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor's Record Section 8
Surveyor's Record Section 5 |
Corner: NE
Date:
Located: 9"x14"x20" GRAY STONE; HAS BRICKS AND BOLTS AROUND IT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: MAY 18, 1999
Located:
Depth:
Placed: 5/8"x18" REBAR AFTER REGRADE
Location:
Tie 1: N&C PP NE. 41.45'
Tie 2: N&C PP NW. 63.30'
Tie 3:
Tie 4:
Remarks: PLACED P.K. NAIL IN 2000.
Corner: NE
Date: NOV. 07, 2021
Located: P.K. NAIL 0.2' BELOW ROAD SURFACE.
Depth:
Placed: 1/2" REBAR CAPPED "RLS 57085" IN THE EXACT POSTION OF THE PRVIOUSLY FOUND P.K. NAIL.
Location:
Tie 1: MAG NAIL IN SW FACE OF POWER POLE. NW 66.23'
Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE. SW 115.06'
Tie 3: NAIL WITH DISK IN NORTHWEST FACE OF POWER POLE. NE 42.35'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: JULY 27, 1992
Located: 3/4" PIN AND BRIDGE SPIKE AT DIFFERENT LOCATIONS
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 2'x1.7'x3.3' DEEP, HOLE
Corner: NE
Date: SEPT. 27, 1988
Located: 3/4" IRON STAKE INPLACE AT INT. OF ROADS.
Depth: 3" BELOW SURFACE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Sioux Engineering
Corner Certification
Surveyor's Record Section 8
Surveyor's Record Section 5
Surveyor's Record Section 4
Surveyor's Record Section 9 |
Corner: W1/4
No information.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 8
Surveyor's Record Section 7 |
Corner: CENTER
Date: DEC. 14, 2005
Located:
Depth:
Placed: 5/8" IRON STAKE W/ SURVAY CAP 23008
Location: AT INTERSECTION OF E-W & N-S 1/4 CORNERS AS PER PLS INSTRUCTIONS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor's Record Section 8 |
Corner: E1/4
Date: MAY 18, 1999
Located:
Depth:
Placed: 1/2"x12" REBAR AFTER REGRADE
Location:
Tie 1: P.K. NAIL IN BIKE PATH NW. 66.30'
Tie 2: P.K. NAIL IN BIKE PATH W. 59.35'
Tie 3: P.K. NAIL IN BIKE PATH SW. 68.10'
Tie 4:
Remarks: PLACED P.K. NAIL IN 2000
Corner: E1/4
Date: Sept. 30, 2016
Located:
Depth: Flush with the asphalt surface.
Placed: Mag nail after the bituminous overlay.
Location: .4' west of the Centerline on CSAH 38.
Tie 1: Northing- 187308.495
Tie 2: Easting- 527203.433, Elevation- 1545.789
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: E1/4
Date: July 27, 1992
Located: 10"x10"x26" STONE
Depth: 3/8 REBAR IN SUBGRADE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: DEC. 14, 2005
Located: IRON MONUMENT INPLACE UNDER BIT. SURFACE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 8
Surveyor's Record Section 9 |
Corner: SW
Date: Oct. 13, 2009
Located: 1.25"x14' long iron pipe
Depth: Down 12"
Placed: 3/4"x24" rebar with a plastic cap stamped "MN DNR LS 17003" flush in center of found pipe
Location: 8' south of east-west fenceline
Tie 1: 20" Boxelder Tree NW 38'
Tie 2: 16" Boxelder Tree NE 31'
Tie 3: Nail & bottle cap in broken off wood fence post N 8'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor's Record Section 8
Surveyor's Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 17 |
Corner: S1/4
Date: DEC. 14, 2005
Located: IRON MONUMENT INPLACE
Depth: BELOW SURFACE
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date:
Located:
Depth:
Placed: IRON STAKE
Location:
Tie 1: FE. COR. 33' N. & 33' S. ON LINE
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Oct. 13, 2009
Located: 1" square iron
Depth: Down 26"
Placed: 3/4"x12" rebar with a plastic cap stamped "MN DNR LS 17003" over found iron
Location: 3' north of centerline of east-west road & 1.5' east of fence north & south
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor's Record Section 8
Surveyor's Record Section 17 |
Corner: SE
Date: OCT. 15, 2021
Located: 1/2" REBAR 0.4' BELOW THE ROAD SURFACE.
Depth:
Placed:
Location:
Tie 1: (1980) NAIL WITH BOTTLE CAP IN WEST FACE OF POWER POLE. NE 40.66'
Tie 2: 60D NAIL IN SE FACE OF POWER POLE. NE 86.96'
Tie 3: NAIL WITH BOTTLE CAP IN WEST FACE OF POWER POLE. SW 35.16'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: SEPT. 27, 1988
Located: EXISTING 1/2" IRON STAKE INPLACE
Depth: 1" BELOW SURFACE
Placed:
Location: AT INTERSECTION OF TWP. ROADS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Sioux Engineering
Corner Certification
Corner: SE
Date: APRIL 23, 2007
Located: IRON MON. W/ SURVEY CAP 23008
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: June 24, 2015
Located: 3/8" Iron Pin.
Depth: 3" below surface.
Placed:
Location: On the West inslope of CSAH 38. At station 45+97.01 of the 1998 grading plan.
Tie 1: N = 183953.858
Tie 2: E = 526451.218
Tie 3: Elev. = 1478.658
Tie 4:
Remarks: THIS IS THE ROAD PI NOT THE SECTION CORNER. Tie #1- PK nail in bike path SW 40.6' W 28.6' NW 36.9'.
Corner: SE
Date: April 1, 1980
Located: FIELD STONE
Depth:
Placed: IRON PIN
Location:
Tie 1: N&C PP NE. 40.18'
Tie 2: N&C COR FE POST S. 32.59'
Tie 3: N&C PP E/NE 82.74'
Tie 4:
Remarks:
Corner: SE
Date: MARCH 2, 1998
Located: 5/8" IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: June 24, 2015
Located: 3/8" Iron Pin.
Depth: 2" below surface.
Placed:
Location: On the East inslope of CSAH 38. At station 61+89.18 of 1998 grading plan.
Tie 1: N = 185367.650
Tie 2: E = 527204.133
Tie 3: Elev. = 1508.660
Tie 4:
Remarks: THIS IS THE ROAD PI, NOT THE SECTION CORNER. Tie #1- Mag nail in PP N/NE 43.05'. Tie #2- Base of chevron post S/SW 16.00'
Surveyor's Record Section 8
Surveyor's Record Section 17
Surveyor's Record Section 9
Surveyor's Record Section 16 |
