Corner: NW
No information.
Surveyor?s Record Section 25
Surveyor?s Record Section 23
Surveyor?s Record Section 26
Surveyor?s Record Section 24 |
Corner: N1/4
No information.
1866 Field Notes
Surveyor?s Record Section 25
Surveyor?s Record Section 24 |
Corner: NE
Date: May 31, 2013
Located: Field Stone over Limestone
Depth: Approx. 2.5' below the road surface
Placed: 5/8" iron Seal with #43844 over found Limestone
Location:
Tie 1: Nail & Seal in Corner Fence Post NW 47.00'
Tie 2: Nail & Seal in PP NE 45.25'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date: NOV. 13, 1901
Located:
Depth:
Placed: GREY STONE ON TOP OF LIME STONE 12"x12"x14"; GOV. MON.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 25
Surveyor?s Record Section 24
Surveyor's Record Section 19
Surveyor's Record Section 30 |
Corner: SW
Date: NOV. 15, 1971
Located: CONC. MON.
Depth: 3" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP NW. 48.46'
Tie 2: N&C TP SW. 41.15'
Tie 3: N&C PP NE. 49.45'
Tie 4:
Remarks:
Corner: SW
Date: May 18, 2015
Located: Nothing with metal locator.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: All ties gone.
Surveyor?s Record Section 25
Surveyor?s Record Section 26
Surveyor?s Record Section 35
Surveyor?s Record Section 36 |
Corner: S1/4
Date: May 18, 2015
Located: Nothing with metal locator
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: All ties gone.
1866 Field Notes
Surveyor?s Record Section 25
Surveyor?s Record Section 36 |
Corner: SE
Date: OCT. 11, 1974
Located: FIELD STONE
Depth: 2.3' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST SE. 45.79'
Tie 2: N&C TEL. PED. SW. 57.80'
Tie 3: N&C PP NE. 40.09'
Tie 4:
Remarks:
Corner: SE
Date: May 18, 2015
Located: 3/8" Iron Stake
Depth: 0.4' below surface.
Placed:
Location: In line with North-South road and 3' North of East-West road.
Tie 1: N = 137066.813
Tie 2: E = 485000.559
Tie 3: Elev. = 1685.870
Tie 4:
Remarks: Ties 1 and 3 from Oct. 1974 are gone. Tie 2 from Oct. 1974 is good.
Surveyor?s Record Section 25
Surveyor?s Record Section 36
Surveyor's Record Section 30
Surveyor's Record Section 31 |
