Corner: NW
Date: AUG. 2, 1927
Located: STONE 10" X 10" 12" ROUND
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 42.0'
Tie 2: TACK IN BLAZED COR. POST SW. 45.5'
Tie 3: TACK IN COR. FE. POST SE. 45.1'
Tie 4:
Remarks: Russell Gamble L. Wilson Located Stone Monument as Per Surveyor Record Book.
Corner: NW
Date: Dec. 12, 1998
Located: PK Nail
Depth: Flush with surface
Placed:
Location: On centerline of north-south road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: In line with the TWP RD Centerline going west, 0.45' west of the Centerline of CSAH 25.
Tie 1: N: 158395.748
Tie 2: E: 432239.067, Elev. 1778.936
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: NW
Date: JULY 18, 1983
Located: CONC. MON. ABOVE FIELDSTONE
Depth: 43" BELOW SURFACE
Placed: R/R SPIKE
Location: ABOVE STONE
Tie 1: N&C COR. FE. POST NE. 61.44'
Tie 2: N&C COR. FE. POST SE. 60.81'
Tie 3: N&C COR. FE. POST NW. 61.84'
Tie 4:
Remarks:
Corner: NW
Date: July 20, 2011
Located: PK Nail
Depth:
Placed:
Location:
Tie 1: Nail & survey marker in PP NW 89.91'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 9
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 4 |
Corner: N1/4
No information.
1866 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 4 |
Corner: NE
Date: NOV. 20, 2006
Located:
Depth:
Placed: SURVEY MARKER
Location: ABOVE BOX CULVERT
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor's Record Section 9
Surveyor's Record Section 4
Surveyor's Record Section 3
Surveyor's Record Section 10 |
Corner: W1/4
Date: AUG. 2, 1927
Located: STONE
Depth:
Placed:
Location: ON FENCE LINE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Located Stone, No One Signed Surveyor Record Book.
Corner: W1/4
Date: DEC. 14, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: MIDWAY ONLINE AS PER PLS. INSTRUCTIONS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: W1/4
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: In line with the fence line to the east & 0.5' West of the Centerline of CSAH 25.
Tie 1: N: 155754.577
Tie 2: E: 432241.023, Elev. 1784.014
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: W1/4
Date: JULY 18, 1983
Located: NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE.
Corner: W1/4
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN BLAZED FE. POST NE. 53.0'
Tie 2: TACK IN BLAZED FE. POST E. 33.0'
Tie 3: TACK IN BLAZED COR. FE. POST 32.0'
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
1866 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 8 |
Corner: CENTER
No information.
Surveyor's Record Section 9 |
Corner: E1/4
Date: NOV. 20, 2006
Located: 9" x 9" STONE WITH HIGH POINT
Depth: 8" DEEP
Placed: SURVEY MARKER OVER TOP CENTER OF STONE
Location: OVER TOP CENTER OF STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: E1/4
Date: FEB. 13, 2007
Located: SURVEY MARKER OVER TOP OF 9" X 9" STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1866 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 10 |
Corner: SW
Date: JULY 1, 1983
Located: 1/2" STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: N&C TEL. PED. POST NW. 89.79'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MARCH 22, 2006
Located: REBAR WITH UNREADABLE CAP
Depth:
Placed:
Location: CENTERLINE OF 20TH AVE. AND ABOUT 14' SOUTH FROM THE CENTERLINE OF TH. 30.
Tie 1: NE. 83.3' TO STEEL POST OF STREET SIGN.
Tie 2: SE. 41.9' TO STEEL POST OF STOP SIGN.
Tie 3: NW. 71.7' TO STEEL POST OF STOP SIGN.
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SW
Date: AUG. 2, 1927
Located:
Depth:
Placed: TRACTOR HOUSING TOP 8" X 12" STONE
Location:
Tie 1: FENCE COR. SW. 40.2'
Tie 2: FENCE COR. NE. 42.0'
Tie 3: TEL. POLE NW. 47.5'
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Placed Mon; No One Signed Surveyor Record Book.
Corner: SW
Date: DEC. 14, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: 17' SOUTH OF TH. NO. 30, CENTER LINE AS PER MnDOT PLANS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 63.5'
Tie 2: TACK IN TEL. POLE SE. 79.3'
Tie 3:
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
Surveyor's Record Section 9
Surveyor's Record Section 8
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: S1/4
Date: MAY 3, 2005
Located:
Depth:
Placed: GIN SPIKE
Location: AT POSITION FROM MnDOT HWY. PLAN
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: March 22, 2006
Located: Cotton Gin Spike
Depth:
Placed:
Location: In centerline of TH 30 and in line with fence to the north
Tie 1: R/W monument with stamped disc N 70.9'
Tie 2: Top of NW corner of power box SE 93.4'
Tie 3: Top center of telephone box S 70.4'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 16 |
Corner: SE
Date: March 22, 2006
Located: Cotton Gin spike
Depth:
Placed:
Location: On centerline of north-south road and 11' south of centerline of east-west road
Tie 1: Stop sign NW 56.0'
Tie 2: Street sign NE 60.5'
Tie 3: Stop sign SE 36.0'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SE
Date: Feb. 13, 2007
Located: Gin Spike
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: Aug. 12, 2003
Located:
Depth:
Placed: Gin Spike
Location: 9.4' South of P.O.T. as per MnDOT plan
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor's Record Section 9
Surveyor's Record Section 16
Surveyor's Record Section 10
Surveyor's Record Section 15 |
