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 |