Township:

Section:

Corner: NW
Date: NOV. 20, 2006
Located: 1" SQUARE IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: 1934
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FENCE POST SE. 44.3'
Tie 2: TACK IN COR. FENCE POST SW. 46.0'
Tie 3: TACK IN COR. FENCE POST NE. 46.6'
Tie 4:
Remarks: F. A. March Located Stone Monument as Per Surveyor Record Book.


Corner: NW
Date: OCT. 17, 1913
Located:
Depth:
Placed: BROKEN BOTTLE
Location: IN GRADE, 2 RODS FROM FENCE N. & E.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.


Corner: NW
Date: OCT. 18, 1969
Located: STONE
Depth:
Placed: IRON BOLT 3/4" X 15" WITH X ON TOP
Location: ABOVE STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: NO TIES


Surveyor's Record Section 11


Surveyor's Record Section 3


Surveyor's Record Section 10


Surveyor's Record Section 2

Corner: N1/4
Date: JULY 13, 2000
Located:
Depth:
Placed: 1/2"x12" REBAR
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


1866 Field Notes


Surveyor's Record Section 11


Surveyor's Record Section 2

Corner: NE
Date: JULY 13, 2000
Located:
Depth:
Placed: REBAR
Location: 1' Below Grade on South Edge of Gravel Road
Tie 1: NAIL IN N. END CSP 45.50'
Tie 2: NAIL IN N. END CSP 45.50'
Tie 3: NW. COR. OF ELEC. BOX SE. 56.85' This is the most northeastly box.
Tie 4:
Remarks: REBAR WAS PLACED AFTER REGRADE OF CSAH 27.


Corner: NE
Date: Oct. 3, 2007
Located: 3/8" Iron pipe
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NE
Date: NOV. 10, 1968
Located: CONC. BLOCK
Depth: DOWN 12"
Placed:
Location:
Tie 1: N&C TREE SE. 53.70'
Tie 2: N&C COR. FENCE POST NE. 51.73'
Tie 3:
Tie 4:
Remarks:


Corner: NE
Date: NOV. 23, 1992
Located: STONE
Depth:
Placed: 3/8"x24" STEEL PIN
Location:
Tie 1: NAIL IN N. END CSP 45.50'
Tie 2: NAIL IN S. END OF CSP 6.35'
Tie 3: NW. COR. OF ELEC. BOX SE. 56.85'
Tie 4:
Remarks:


Corner: NE
Date: MARCH 7, 2005
Located: 3/8" IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: NE
Date: Feb. 6, 2012
Located: Rebar
Depth: 1' Below Grade
Placed:
Location: South Edge of Gravel Road
Tie 1: N= 158389.086
Tie 2: E= 448121.836
Tie 3: Elev= 1654.144
Tie 4:
Remarks: Checked Ties from 2000


Surveyor's Record Section 11


Surveyor's Record Section 2


Surveyor's Record Section 1


Surveyor's Record Section 12

Corner: W1/4
Date: SEPT. 22, 1969
Located: STONE
Depth:
Placed: IRON BOLT 3/4"x 18"
Location: ABOVE STONE
Tie 1: N&C FE. POST SW. 68.8'
Tie 2: N&C FE. POST SE. 86.15'
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: MARCH 1934
Located: STONE
Depth:
Placed:
Location: STONE 6.5' N' OF W' FENCE LINE AND 3' N. OF EAST LINE
Tie 1: TACK IN COR FE. POST E. 32.1'
Tie 2: TACK IN BLAZED FENCE POST NE. 40.6'
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: NOV. 20, 2006
Located: 1" SQUARE IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


1866 Field Notes


Surveyor's Record Section 11


Surveyor's Record Section 10

Corner: CENTER
Date: OCT. 17, 1913
Located: LIME STONE WHITE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Surveyor's Record Section 11

Corner: E1/4
Date: NOV. 23, 1992
Located: 1/4" ROD
Depth: 6" DEEP
Placed: 3/4"x24" IRON PIPE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: E1/4
Date: Feb. 6, 2012
Located: 3/4" Rebar
Depth: 2" Below Grade
Placed:
Location: On the North Slope of the Field Entrance
Tie 1: N= 155791.374
Tie 2: E= 448116.595
Tie 3: Elev= 1644.300
Tie 4:
Remarks: Checked 2000 ties.


Corner: E1/4
Date: JULY 12, 2000
Located: 3/4" REBAR
Depth:
Placed: 3/4"x12" REBAR
Location:
Tie 1: TOP OF TILE MARKER NE. 57.30'
Tie 2: NAIL IN CSP NW. 27.50'
Tie 3: NAIL IN CSP SW. 33.50'
Tie 4:
Remarks:


Corner: E1/4
Date: NOV. 15, 1968
Located: FIELDSTONE
Depth: DOWN 24"
Placed:
Location:
Tie 1: N. & C. POWER POLE EAST 36.85'
Tie 2: N. & C. TEL. CABLE TER. NW. 72.61'
Tie 3:
Tie 4:
Remarks:


1866 Field Notes


Surveyor's Record Section 11


Surveyor's Record Section 12

Corner: SW
Date: OCT. 17, 1913
Located:
Depth:
Placed: BLUE STONE SHARP ON TOP 20" LONG, SMALL STONES AROUND
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: SEPT. 22, 1969
Located: STONE
Depth:
Placed: IRON BOLT 3/4" X 18"
Location: ABOVE STONE
Tie 1: N&C PP SW. 59.30'
Tie 2: N&C TP NE. 49.90'
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: MARCH 1934
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST NE. 45.9'
Tie 2: TACK IN COR. FE. POST SW. 48.9'
Tie 3: TACK IN COR. FE. POST NW. 45.7'
Tie 4:
Remarks:


Corner: SW
Date: March 22, 2006
Located: 3/4" bolt
Depth: 4" deep
Placed:
Location: In centerline of intersection
Tie 1: PK Nail in stop sign wood post NE 51.2'
Tie 2: Top center of telephone ped SE 76.3'
Tie 3: Top of NE corner of power box SW 62.3'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Surveyor's Record Section 11


Surveyor's Record Section 10


Surveyor's Record Section 15


Surveyor's Record Section 14

Corner: S1/4
Date: OCT. 17, 1913
Located: GREY STONE 6"x8"x12"
Depth:
Placed:
Location: IN CENTER OF GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: S1/4
Date: March 22, 2006
Located: Bent Spike
Depth:
Placed: 5/8" rebar with cap #44563
Location: 2.5' south of centerline of east-west road
Tie 1: Top center telephone ped N 39.8'
Tie 2: PK Nail in 12" Tree SW 34.0'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: S1/4
Date: MAY 4, 2010
Located: IRON MONUMENT W/ SURVEY CAP NO. 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


1866 Field Notes


Surveyor's Record Section 11


Surveyor's Record Section 14

Corner: SE
Date:
Located: STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: COR. FE. POST NE. 44.90'
Tie 2: TP W/NW 55.60'
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: March 22, 2006
Located: Rebar
Depth:
Placed:
Location: Centerline of gravel road
Tie 1: Top center of telephone ped NW 71.8'
Tie 2: Nail & bottle cap in wood post N/NW 65.3'
Tie 3: Top of SE corner of power box NE 44.9'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: SE
Date: Feb. 6, 2012
Located: Rebar
Depth:
Placed:
Location: 6" Below Grade
Tie 1: N= 153110.564
Tie 2: E= 448114.110
Tie 3: Elev= 1660.630
Tie 4:
Remarks: Checked ties from corner certificate dated 6-27-06.


Surveyor's Record Section 11


Surveyor's Record Section 14


Surveyor's Record Section 12


Surveyor's Record Section 13

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