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 |
