Corner: NW
Date: 1940
Located:
Depth:
Placed: STONE
Location:
Tie 1: HUB NORTH ON FE. LINE 40.0'
Tie 2: HUB SE. 40.0'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: SEPT. 28, 1989
Located:
Depth:
Placed: STEEL PIN
Location: IN BIT. MAT
Tie 1: N&C PP NE. 84.12'
Tie 2: N&C COR. FE. POST N. 74.77'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: 1966
Located: CONC. MON.
Depth: 3" BELOW GRADE
Placed: STEEL PIN IN BIT. MAT
Location: ABOVE MON.
Tie 1: WEST END C.M.P. TOP S/SW 39.3'
Tie 2: N. & C. FENCE POST NW. 76.7'
Tie 3: N. & C. COR. POST NORTH 49.5'
Tie 4:
Remarks:
Corner: NW
Date: Feb. 13, 2008
Located: 3/8" Iron
Depth:
Placed:
Location:
Tie 1: Nail & seal in PP NE 83.84'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 16
Surveyor?s Record Section 8
Surveyor?s Record Section 17
Surveyor?s Record Section 9 |
Corner: N1/4
Date: 1966
Located: STEEL PIN
Depth: 10" BELOW GRAVEL ROAD TOP
Placed: STEEL PIN IN BIT MAT
Location: ABOVE PIN
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: Aug. 27, 1980
Located: 1/2" square twisted iron bar
Depth:
Placed:
Location: At centerline of intersection of CSAH 21 & Twp road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: N1/4
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN FE. COR. NW. 45.0'
Tie 2: TACK IN LIGHT POLE NE. 42.7'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: SEPT. 28, 1989
Located:
Depth:
Placed: STEEL PIN
Location: IN BIT. MAT
Tie 1: N&C PP NE. 58.33'
Tie 2: N&C BRACE POLE SW. 58.38'
Tie 3: N&C PP SE. 58.90'
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 9 |
Corner: NE
Date: 1966
Located: CONC. MON.
Depth: 4" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C FE. POST N. 91.9'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Sept. 5, 1980
Located: 1/2" iron bar
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: NE
Date: SEPT. 28, 1989
Located:
Depth:
Placed: STEEL PIN
Location: IN BIT. MAT
Tie 1: EDGE OF CONC. TILE S/SW 51.30'
Tie 2: 2"x2" HUB N. 65.10'
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 16
Surveyor?s Record Section 9
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
Corner: W1/4
No information.
1861 Field Notes
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 17 |
Corner: CENTER
No information.
Surveyor?s Record Section 16 |
Corner: E1/4
Date: Oct. 22, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: Per evidence of north-south and east-west fence line intersection
Tie 1: Steel Fence Post W. 27.7'
Tie 2: Steel Fence Post S. 12.4'
Tie 3: Steel Fence Post S. 19.4'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 15 |
Corner: SW
No information.
Surveyor?s Record Section 16
Surveyor?s Record Section 17
Surveyor?s Record Section 20
Surveyor?s Record Section 21 |
Corner: S1/4
Date: JUNE 19, 1996
Located: 1/2" IRON ROD, LS CAP(MARTIN)
Depth: 8" DEEP
Placed:
Location:
Tie 1: STATE WILDLIFE SIGN POST W. 52.15'
Tie 2: BC. IN PP. NE. 120.65'
Tie 3: BC. IN COR. FE. POST SE. 34.65'
Tie 4:
Remarks:
1861 Field Notes Meandering Corners
1861 Field Notes
Surveyor?s Record Section 16
Surveyor?s Record Section 21 |
Corner: SE
Date: Oct. 22, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: Per evidence of north-south and east-west fence line intersection
Tie 1: Brass Disc "LS 12967" & nail in 6" ash tree SW. 14.47'
Tie 2: Brass Disc "LS 12967" & nail in 18" ash tree SE. 2.90'
Tie 3: Brass Disc "LS 12967" & nail in fence post E. 23.88'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 16
Surveyor?s Record Section 21
Surveyor?s Record Section 15
Surveyor?s Record Section 22 |
