Township:

Section:

Corner: NW
Date: Sept. 19, 2013
Located: P.K. Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: Dec. 12, 2013
Located: P.K. Nail over Iron Stake over Field Stone
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: MAY 18, 1981
Located: STEEL PIN
Depth:
Placed: R/R SPIKE ON SEPT. 16, 1981
Location: NEW MAT SURFACE
Tie 1: NAIL IN LATH, TP SW. 69.42'
Tie 2: N&C BRACE POST SW. 65.18'
Tie 3: SIGN POST #34 NE. 99.25'
Tie 4: NAIL IN LATH YIELD SIGN POST, SE. 36.32'
Remarks:


Corner: NW
Date: Sept. 24, 1984
Located:
Depth:
Placed: PK Nail
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: NW
Date: June 7, 2014
Located: P.K. Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: APRIL 12, 1971
Located: FIELD STONE
Depth: 2" BELOW FIRST BIT. SURF.
Placed:
Location:
Tie 1: N&C PP NW. 96.25'
Tie 2: N&C BRACE POST SW. 65.18'
Tie 3: SIGN POST #34 NE. 99.25'
Tie 4: NAIL IN LATH YIELD SIGN POST, SE. 36.32'
Remarks:


Corner: NW
Date: APRIL 21 1980
Located: FIELD STONE
Depth:
Placed:
Location: ABOVE STONE
Tie 1: N&C BRACE POST SW. 65.28'
Tie 2: N&C PP NW. 96.28'
Tie 3:
Tie 4:
Remarks:


Surveyor's Record Section 30


Surveyor's Record Section 24


Surveyor's Record Section 25


Surveyor's Record Section 19

Corner: N1/4
Date: Jan. 7, 2014
Located:
Depth:
Placed: 5/8" Iron Stake with Survey Cap #23008
Location: Centerline of east-west road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying Searched with metal detector but no signal was detected.
Corner Certification


Corner: N1/4
Date: May 29, 2015
Located: PK Nail
Depth: At surface
Placed:
Location: Centerline of East-West road.
Tie 1: N = 110597.677
Tie 2: E = 519290.322
Tie 3: Elev. = 1576.532
Tie 4:
Remarks: No ties.


1861 Field Notes


Surveyor's Record Section 30


Surveyor's Record Section 19

Corner: NE
Date: June 7, 2014
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NE
Date: AUG. 18, 2009
Located: P.K. NAIL
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying


Corner: NE
Date: May 29, 2015
Located: PK Nail
Depth: At surface.
Placed:
Location: Centerline of East-West road and on line with south fence
Tie 1: N = 110621.18
Tie 2: E = 521951.897
Tie 3: Elev. = 1572.11
Tie 4:
Remarks: All ties gone.


Corner: NE
Date: JUNE 5, 1981
Located: STONE
Depth: 29" BELOW BIT. SURFACE
Placed:
Location:
Tie 1: N&C PP N. 48.33'
Tie 2: N&C COR. POST S. 51.11'
Tie 3: STEEL FE. POST PAINTED RED SE. 78.30'
Tie 4:
Remarks: STONE ONE LINE WITH N/S FENCE


Surveyor's Record Section 30


Surveyor's Record Section 19


Surveyor's Record Section 20


Surveyor's Record Section 29

Corner: W1/4
Date: MAY 10, 1925
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1: FENCE LINE E. 32.51'
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: APRIL 21, 1980
Located: FIELD STONE
Depth: 9" BELOW GRADE
Placed: 1"x2'-4" LONG BAR
Location: IN PLACE OF STONE 1986
Tie 1: CHISELED "X" CSP SE. 43.15'
Tie 2: CHISELED "X" CSP E. 34.23'
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: Dec. 12, 2013
Located: P.K. Nail over Iron Stake over Field Stone
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: W1/4
Date: AUG. 16, 1994
Located: STEEL PIN
Depth:
Placed: P.K. NAIL
Location: BIT. SURFACE
Tie 1: CHISELED "X" CSP. SE. 42.94'
Tie 2: CHISELED "X" CSP. E. 34.08'
Tie 3: STEEL PIN BACKSLOPE NW. 53.73'
Tie 4: STEEL PIN BACKSLOPE SW. 51.03'
Remarks:


Corner: W1/4
Date: Aug. 18, 2009
Located: PK Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying


Surveyor's Record Section 30


Surveyor's Record Section 25

Corner: CENTER
No information.


Surveyor's Record Section 30

Corner: E1/4
Date: Aug. 18, 2009
Located: 4" i.d. Iron Post set in Concrete
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying
Corner Certification


Corner: E1/4
Date: Nov. 20, 2012
Located: METAL CORNER POST
Depth:
Placed:
Location:
Tie 1: N= 107938.85
Tie 2: E= 521951.38
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


1861 Field Notes


Surveyor's Record Section 30


Surveyor's Record Section 29

Corner: SW
Date: AUG. 16, 1994
Located: STEEL PIN
Depth:
Placed: P.K. NAIL
Location: BIT. SURFACE
Tie 1: N&C TEL. PED. NE. 152.92'
Tie 2: N&C PP SW. 60.46'
Tie 3: STEEL PIN IN TWP. RD. INSLOPE E/SE 84.58'
Tie 4: STEEL PIN IN TWP. RD. INSLOPE W/NW 82.85'
Remarks:


Corner: SW
Date: APRIL 21, 1980
Located: FIELD STONE
Depth: 12" BELOW GRADE
Placed: 1"x2'-4" LONG BAR
Location: IN PLACE OF STONE 1986
Tie 1: N&C TEL. PED. NE. 152.92'
Tie 2: N&C PP SW. 60.62'
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: MAY 10, 1925
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1: FE. COR. NE. 46.7'
Tie 2: FE. COR. SW. 46.7'
Tie 3:
Tie 4:
Remarks:


Corner: SW
Date: Dec. 12, 2013
Located: 1" x 2" Iron Bar over Field Stone
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SW
Date: Aug. 18, 2009
Located: PK Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying


Surveyor's Record Section 30


Surveyor's Record Section 25


Surveyor's Record Section 36


Surveyor's Record Section 31

Corner: S1/4
Date: AUG. 18, 2009
Located: NAIL
Depth:
Placed: 10" BRIDGE SPIKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying


1861 Field Notes


Surveyor's Record Section 30


Surveyor's Record Section 31

Corner: SE
Date: MAY 10, 1925
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN SECOND FE. POST SW. 47.5'
Tie 2: EDGE OF STEEL FE. POST SE. 54.1'
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: Nov. 20, 2012
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1: N= 105298.09
Tie 2: E= 521948.35
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SE
Date: Aug. 18, 2009
Located: Gray Granite Stone
Depth: 1 1/2 Ft Deep
Placed: 22" long #5 rebar set in stone
Location: In center of road intersection
Tie 1: East side of Wood Post up 1.5 ft N. 31.6'
Tie 2: NW side of PP up 1.5 ft SW 42.1'
Tie 3:
Tie 4:
Remarks: Hanson Land Surveying
Corner Certification


Surveyor's Record Section 30


Surveyor's Record Section 31


Surveyor's Record Section 29


Surveyor's Record Section 32

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