Corner: NW
Date: DEC. 29, 1989
Located: WHITE STONE
Depth: 36" BELOW GRADE
Placed:
Location:
Tie 1: N & SEAL IN PP W. 32.00'
Tie 2: N&C TEL. PED. SE. 39.25'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: May 14, 2013
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: July 11, 2011
Located: Bent Iron
Depth:
Placed: 1" pipe with seal #43844
Location:
Tie 1: Nail & bottle cap in telephone ped guard post SE 39.25'
Tie 2: Nail & seal in PP W 32.00'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NW
Date: Aug. 26,2020
Located: IRON WITH CAP LS 43844
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: SET MAG IN N FACE PP SW 31.40'
Tie 2: SIGN POST NE 51.45'
Tie 3: FND NAIL WITH BOTTLE CAP SE FACE TIPPED POST SE 47.18'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 36
Surveyor's Record Section 1
Surveyor's Record Section 31 |
Corner: N1/4
Date: May 14, 2013
Located: Nothing
Depth:
Placed: 5/8" Iron Stake with Survey cap 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: N1/4
Date:
Located: STONE
Depth:
Placed: IRON ROD ABOVE
Location:
Tie 1: N&C PP 40.40' N.
Tie 2: N&C 12" ASH S/SE 66.68'
Tie 3: TOP CENTER CONC. CULV. SE. 50.13'
Tie 4:
Remarks:
Corner: N1/4
Date: Aug. 27, 2020
Located: IRON WITH CAP LS 23008
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SET MAG IN S FACE PP NW 40.64'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 54.82'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 50.48'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 31 |
Corner: NE
Date: June 6, 1895
Located:
Depth:
Placed: Stake and Pit
Location: 47' West of creek bed
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Aug. 27, 2020
Located: IRON WITH ILLEGIBLE CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SET MAG IN S FACE PP NW 171.41'
Tie 2: SET MAG IN SE FACE PP SE 51.09'
Tie 3: SCRIBED "X" N END 72" RCP
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: May 14, 2013
Located: 1"x3" Hub
Depth: 6' below surface
Placed: 5/8" Iron Stake with Survey cap 23008 over top center of Hub
Location: Centerline of township road intersection in line with fence to South
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 31
Surveyor's Record Section 32
Surveyor's Record Section 5 |
Corner: W1/4
Date: March 12, 2025
Located: NONE
Depth:
Placed: 5/8" iron with seal #43844.
Location: On line to the East fence line and on the Centerline of the N-S TWP RD.
Tie 1: N: 160805.776
Tie 2: E: 548403.642
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: W1/4
Date: May 14, 2013
Located: 1 1/2" Iron Pipe
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 6
Surveyor's Record Section 1 |
Corner: CENTER
Date: May 14, 2013
Located:
Depth:
Placed: 5/8" Iron Stake with Survey cap 23008
Location: Intersection of opposite 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 6 |
Corner: E1/4
Date: May 14, 2013
Located:
Depth:
Placed: 5/8" Iron Stake with Survey cap 23008
Location: Intersection of North-South & East-West fences
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: E1/4
Date: June 6, 1895
Located:
Depth:
Placed: Gov. Corner
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 5 |
Corner: SW
Date: MAY 1, 1988
Located: FIELD STONE
Depth: 20" BELOW GRADE
Placed: STEEL PIN 13" LONG
Location: ABOVE STONE
Tie 1: N&C CORNER POST NW. 47.28'
Tie 2: CHISELED "X" IN W. END CMP NE. 59.76'
Tie 3: CHISELED "X" IN CSP NE. 41.92'
Tie 4: CHISELED "X" IN CSP SE. 37.89'
Remarks:
Corner: SW
Date: March 12, 2025
Located: IRON PIN OVER STONE
Depth:
Placed: 5/8" iron with seal #43844 OVER STONE
Location:
Tie 1: N: 158163.074
Tie 2: E: 548419.271
Tie 3: SOUTHEAST CORNER ELEC. BOX NW 157'
Tie 4: NAIL AND SEAL IN BURIED CABLE MARKED POST SW 144.82'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SW
Date: OCT. 15, 1907
Located:
Depth:
Placed: IRON STAKE
Location: FENCE LINE 24' N. & 26' E.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: MAY 25, 2012
Located: IRON PIN
Depth: DOWN 6"
Placed:
Location: 2' SOUTH OF CENTERLINE OF ROAD.
Tie 1: N = 158162.686
Tie 2: E = 548417.807
Tie 3: ELEV. = 1475.109
Tie 4:
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor's Record Section 7 |
Corner: S1/4
Date: MAY 25, 2012
Located: IRON PIN
Depth: DOWN 3"
Placed:
Location: 1' SOUTH OF CENTERLINE ROAD.
Tie 1: N = 158300.354
Tie 2: E = 550875.664
Tie 3: ELEV. = 1477.591
Tie 4:
Remarks: NO TIES
Corner: S1/4
Date: MAY 1, 1988
Located: NOTHING FOUND
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MURRAY CO. DUG WITH BACKHOE A 8' X 8' 3' DEEP HOLE
Corner: S1/4
Date: May 14, 2013
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 7 |
Corner: SE
Date: MAY 1, 1988
Located: 2" IRON PIPE
Depth:
Placed: REPLACED WITH 1.5"x1.5' IRON PIPE
Location:
Tie 1: N&C FE. POST 66.90' SE.
Tie 2: N&C FE. POST SW. 64.57'
Tie 3: N&C COR. FE. POST 29.96' N.
Tie 4:
Remarks:
Corner: SE
Date: June 6, 1895
Located:
Depth:
Placed: Stone 6"x7"x14"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: MARCH 2000
Located:
Depth:
Placed: 3/8" REBAR
Location:
Tie 1: REBAR 100' & 200' N.
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: MAY 25, 2012
Located: 3/8" STEEL PIN
Depth: DOWN 2"
Placed:
Location: 6' NORTH OF CENTERLINE OF ROAD.
Tie 1: N = 158449.230
Tie 2: E = 553532.675
Tie 3: ELEV. = 1448.461
Tie 4:
Remarks:
Surveyor's Record Section 6
Surveyor's Record Section 7
Surveyor's Record Section 5
Surveyor's Record Section 8 |
