Corner: NW Date: OCT. 11, 1897 Located: Depth: Placed: POST MOUND AND PITS Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: NW Date: Oct. 7, 1980 Located: Nothing Depth: Placed: 1/2" iron rebar with "LS 12967" cap Location: 3.0' south of centerline of east-west twp road and on centerline of north-south twp road Tie 1: Top center of telephone ped NW 38.68' Tie 2: Brass Disc "LS 12967" & nail in PP SE 41.76' Tie 3: Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: NW Date: NOV. 7, 1980 Located: Depth: Placed: 1/2" REBAR Location: Tie 1: TOP OF TEL PED NW. 38.68' Tie 2: N&D PP SE. 41.76' Tie 3: 3' SOUTH OF E/W TWP. ROAD Tie 4: Remarks:
Surveyor?s Record Section 5
Surveyor?s Record Section 6 |
Corner: N1/4 Date: OCT 12, 1897 Located: Depth: Placed: STAKE MOUND AND PITS Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor?s Record Section 5 |
Corner: NE Date: OCT. 12, 1897 Located: Depth: Placed: IRON STAKE, MOUND AND PITS, GIN BARREL Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor?s Record Section 5
Surveyor?s Record Section 4 |
Corner: W1/4 Date: Sept. 22, 1980 Located: Stone Depth: Placed: 1/2" Iron rebar with "LS 12967" cap Location: Over Stone 1.0' west of north-south twp road Tie 1: Brass Disc "LS 12967" & nail in corner fence post W/SW 31.67' Tie 2: Brass Disc "LS 12967" & nail in PP NE 29.99' Tie 3: Brass Disc "LS 12967" & nail in fence post SW 41.30' Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: W1/4 Date: OCT 11, 1897 Located: Depth: Placed: STONE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 6 |
Corner: CENTER Date: OCT. 12, 1897 Located: Depth: Placed: 2 STONES, 8"x8"x10" ON BOTTOM AND 6"x6"x16" ON TOP, BOTH GREY Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor?s Record Section 5 |
Corner: E1/4 Date: OCT. 12, 1897 Located: Depth: Placed: 2 STONES 6"x8"x8" ON BOTTOM 8"x10"x16" ON TOP, BOTH GREY Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor?s Record Section 5
Surveyor?s Record Section 4 |
Corner: SW Date: OCT. 11, 1897 Located: Depth: Placed: LARGE STONE AND PITS Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: SW Date: Sept. 22, 1980 Located: stone Depth: Placed: 1/2" iron rebar with "LS 12967" cap over stone Location: 2.0' north of centerline of east twp road & on centerline of north-south twp road Tie 1: Brass tag & nail in PP NE 45.05' Tie 2: Brass tag & nail in PP SE 115.87' Tie 3: Tie 4: Remarks: Martin Land Surveying Corner Certification
Surveyor?s Record Section 5
Surveyor?s Record Section 6
Surveyor?s Record Section 7
Surveyor?s Record Section 8 |
Corner: S1/4 Date: Sept. 22, 1980 Located: 1 1/4" iron pipe Depth: 24" below grade Placed: 1/2" iron rebar with "LS 12967" cap Location: Over pipe Tie 1: Brass Disc "LS 12967" & nail in corner fence post NW 34.40' Tie 2: Brass Disc "LS 12967" & nail in brace post SE 35.63' Tie 3: Brass Disc "LS 12967" & nail in corner fence post S/SE 34.86' Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: S1/4 Date: OCT. 23, 1901 Located: Depth: Placed: IRON STAKE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Placed Iron Stake as Per Surveyor Record Book.
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 8 |
Corner: SE Date: Oct. 20, 1982 Located: Nothing Depth: Placed: 1/2" iron rebar with "Martin LS 12967" cap Location: Centerline of Twp road east-west & in line with existing fence line from the south Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: SE Date: OCT. 23, 1901 Located: Depth: Placed: STONE IN GRADE Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Placed Stone Monument as Per Surveyor Record Book.
Corner: SE Date: APRIL 13, 1978 Located: CONCRETE MON. Depth: DOWN 1.1' Placed: Location: Tie 1: N. & C. SIGN POST NE. 42.60' Tie 2: N. & C. BRACE POST SW. 58.72' Tie 3: N. & C. POWER POLE NW. 62.10' Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 5
Surveyor?s Record Section 8
Surveyor?s Record Section 4
Surveyor?s Record Section 9 |