Corner: NW Date: Dec. 12, 2013 Located: Iron Monument Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NW Date: NOV. 23, 1998 Located: SURVEY PIN Depth: 12" DEEP Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NW Date: AUG. 12, 1980 Located: LAND SURVEYORS STEEL PIN Depth: 12" BELOW GRADE Placed: Location: Tie 1: N&C COR. FE. POST SE. 44.30' Tie 2: N&C TOP OF 2"x2" HUB INSIDE SHLD. RADIUS SW. 36.49' Tie 3: Tie 4: Remarks:
Surveyor's Record Section 36
Surveyor's Record Section 26
Surveyor's Record Section 35
Surveyor's Record Section 25 |
Corner: N1/4 Date: AUG. 12, 1980 Located: FIELD STONE Depth: 19" BELOW GRADE Placed: 1"x15" STEEL PIN Location: ABOVE STONE Tie 1: N&C FE. POST SW. 36.81' Tie 2: CHISELED "X" E. END CMP SE. 33.53' Tie 3: Tie 4: Remarks:
Corner: N1/4 Date: Dec. 12, 2013 Located: 1" x 15" Steel Stake over Field Stone Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 36
Surveyor's Record Section 25 |
Corner: NE 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: NE 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: NE Date: Aug. 18, 2009 Located: PK Nail Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Hanson Land Surveying
Corner: NE 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: NE 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:
Surveyor's Record Section 36
Surveyor's Record Section 25
Surveyor's Record Section 30
Surveyor's Record Section 31 |
Corner: W1/4 Date: NOV. 23, 1998 Located: 18" STONE IN C.L. OF TWP. RD. Depth: 4' DEEP Placed: 5/8" IRON PIPE W/ CAP NO. 23008 Location: OVER TOP OF STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 36
Surveyor's Record Section 35 |
Corner: CENTER No information.
Surveyor's Record Section 36 |
Corner: E1/4 Date: APRIL 21, 1980 Located: FIELD STONE Depth: 18" BELOW GRADE Placed: 1"x2'-4" LONG BAR Location: IN PLACE OF STONE 1986 Tie 1: N&C PP SW. 89.98' Tie 2: CHISELED "X" CSP SE. 138.34' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: AUG. 19, 1994 Located: STEEL PIN Depth: Placed: P.K. NAIL Location: BIT. SURFACE Tie 1: N&C PP SW. 89.88' Tie 2: CHISELED "X" CSP. SE. 138.34' Tie 3: N&C TREE EAST 71.22' Tie 4: N&C TREE E/SE 74.94' Remarks:
Surveyor's Record Section 36
Surveyor's Record Section 31 |
Corner: SW Date: NOV. 23, 1998 Located: 8" STONE IN INTERSECTION TWP. RD. Depth: 1.6' DEEP Placed: 5/8" IRON STAKE OVER TOP W/ CAP NO. 23008 Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 36
Surveyor's Record Section 35 |
Corner: S1/4 Date: MAY 15, 1925 Located: STONE Depth: Placed: Location: Tie 1: NOBLES CO. CORNER E. 298.3' & S. 218.4' Tie 2: OLD STUMP NE. 19.9' Tie 3: TWIN STUMP NW. 40' Tie 4: Remarks:
Corner: S1/4 Date: APRIL 21, 1980 Located: LAND SURVEYORS Depth: Placed: Location: Tie 1: NAIL IN 2"x2" HUB IN FE. LINE SW. 54.78' Tie 2: TOP RIVET IN SIGN ABOVE TEL. PED. NW. 51.66' Tie 3: LAND SURVEYORS PIN N. AT GRADE 33.09' Tie 4: Remarks:
Surveyor's Record Section 36 |
Corner: SE Date: APRIL 21, 1980 Located: FIELD STONE Depth: 10 " BELOW GRADE Placed: 1"x2'-4" LONG BAR Location: IN PLACE OF STONE 1986 Tie 1: CHISELED "X" CSP SE. 35.12' Tie 2: CHISELED "X" CSP SW. 35.60' Tie 3: Tie 4: Remarks:
Corner: SE Date: MAY 1994 Located: Depth: Placed: 24" REBAR Location: IN FIELD ENTRANCE Tie 1: CHISELED "X" CSP SE. 26.83' Tie 2: CHISELED "X" CSP SW. 34.10' Tie 3: Tie 4: Remarks: GRADED IN 1993
Surveyor's Record Section 36
Surveyor's Record Section 31 |