Corner: NW Date: OCT. 15, 2012 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: N = 158369.72 Tie 2: E = 564143.88 Tie 3: Tie 4: Remarks: Zieske Land Surveying
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Corner: N1/4 Date: Oct. 12, 2012 Located: 10" X 8" STONE Depth: 1.4' DOWN Placed: 5/8" Iron Pipe with Cap No. 23008 over top center of stone Location: At centerline of road and in line with fence south Tie 1: N = 158385.79 Tie 2: E = 566809.21 Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
1861 Field Notes
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Corner: NE Date: MAY 21, 2012 Located: 3/4" STEEL PIN Depth: DOWN 8" Placed: Location: 3' WEST OF CENTERLINE OF ROAD. Tie 1: N = 158396.555 Tie 2: E = 569472.592 Tie 3: ELEV. = 1513.607 Tie 4: Remarks: (1967 TIES) TIE NO. 1 IS NO GOOD AND TIE NO. 2 IS GOOD.
Corner: NE Date: 1967 Located: CONC. MON. Depth: 6" BELOW GRADE Placed: STEEL PIN Location: 3" BELOW GRADE Tie 1: N&C PP SE. 58.4' Tie 2: SPIKE IN TP NW. 45.4' Tie 3: Tie 4: Remarks:
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Corner: W1/4 Date: Located: POINTED FIELD STONE, 12"x24" LONG Depth: 1.5' BELOW GRADE Placed: STEEL PIN Location: ABOVE STONE Tie 1: RED PAINTED STEEL FE. POST BASE W. ON LINE 84.95' Tie 2: RED PAINTED STEEL FE. POST, BASE E. ON LINE 66.36' Tie 3: Tie 4: Remarks:
1861 Field Notes
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Corner: CENTER No information.
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Corner: E1/4 Date: JULY 5, 1911 Located: CONCRETE STONE WITH "X" Depth: Placed: Location: Tie 1: TACK IN COR. E. ON LINE 34.7' Tie 2: TACK IN GATE POST NE. 42.8' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: MAY 21, 2012 Located: 3/4" STEEL PIN Depth: DOWN 2" Placed: Location: 2.5' WEST OF CENTERLINE. Tie 1: N = 155717.746 Tie 2: E = 569459.544 Tie 3: ELEV. = 1538.739 Tie 4: Remarks: TIES NO GOOD.
1861 Field Notes
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Corner: SW No information.
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Corner: S1/4 No information.
1861 Field Notes
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Corner: SE Date: JULY 5, 1911 Located: CONCRETE STONE WITH "X" Depth: Placed: Location: Tie 1: TACK IN COR. FE. POST SE. 43.3' Tie 2: TACK IN TEL. POLE NW. 49.0' Tie 3: Tie 4: Remarks:
Corner: SE Date: MAY 17, 2012 Located: 3/4" STEEL PIN Depth: DOWN 8" Placed: Location: 3' WEST OF THE CENTERLINE OF ROAD. Tie 1: N = 153045.686 Tie 2: E = 569448.479 Tie 3: ELEV. = 1542.806 Tie 4: Remarks: TIES NO GOOD.
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