Corner: NW
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST NW. 46.8'
Tie 2: TACK IN TP SW. 47.5'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: June 1, 2015
Located: Bent 60D Nail. (Assumed)
Depth: 0.7' below surface.
Placed:
Location: In line with the centerline of intersecting roads.
Tie 1: N = 121241.990
Tie 2: E = 485028.588
Tie 3: Elev. = 1670.926
Tie 4:
Remarks: The nail was in a vertical position. MCHD assumed the nail as the corner. No ties.
Surveyor's Record Section 18
Surveyor's Record Section 12
Surveyor's Record Section 13
Surveyor's Record Section 7 |
Corner: N1/4
Date: NOV. 7, 1978
Located: STONE 18"x12"x6" WITH 6" DOME TOP
Depth:
Placed: IRON PIN WITH R.L.S. #12967 CAP ON IT
Location:
Tie 1: TOP OF STEEL FE. POST SW. 66.32'
Tie 2: TOP OF STEEL FE. POST S/SE 41.16'
Tie 3: TOP OF STEEL FE. POST NE. 59.00'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 7 |
Corner: NE
Date: APRIL 8, 1988
Located: STONE
Depth: 22" BELOW GRAVEL SURFACE
Placed: 3/4"x18" STEEL PIN
Location: ABOVE STONE
Tie 1: N&C BRACE POLE SE. 45.10'
Tie 2: N&C PP NE 44.38'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 7
Surveyor's Record Section 8
Surveyor's Record Section 17 |
Corner: W1/4
Date: NOV. 7, 1978
Located: CONC. MON. WITH "X" ON TOP
Depth:
Placed: 1/2"x20" REBAR WITH YELLOW CAP #12967
Location: 0.5' E. OF "X" ON MON.
Tie 1: N&D COR. FE. POST W. 36.49'
Tie 2: N&D FE. POST NW. 38.35'
Tie 3: STEEL FE. POST SE. 41.25'
Tie 4: STANDARD DNR. MON. E. 33.02'
Remarks: Martin Land Surveying
Corner Certification
Corner: W1/4
Date: June 1, 2015
Located: 1/2" Iron Stake with cap #12967
Depth: 0.7' below surface.
Placed:
Location: In line with the centerline of the North-South road and in line with East fence line.
Tie 1: N = 118608.859
Tie 2: E = 485012.367
Tie 3: Elev. = 1668.393
Tie 4:
Remarks: Ties are there. These coordinates are for the Iron Stake, not the "X" on the monument.
Corner: W1/4
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST E. ON LINE 33.1'
Tie 2: EDGE OF STEEL FE. POST NE. 53.8'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 13 |
Corner: CENTER
No information.
Surveyor's Record Section 18 |
Corner: E1/4
Date: NOV. 7, 1978
Located: STONE
Depth: 0.1' BELOW SURFACE
Placed: IRON PIN WITH R.L.S. CAP ON IT
Location: 1' E. OF CENTER STONE
Tie 1: N&D COR. FE. POST E. 32.00'
Tie 2: N&D FE. POST SE. 58.85'
Tie 3: N&D FE. POST NE. 54.95'
Tie 4:
Remarks:
Corner: E1/4
Date: Nov. 7, 1978
Located: 8" rose colored granite stone
Depth: 0.1' down
Placed: 1/2"x20" rebar with yellow plastic cap #12967 1' east of stone
Location: 2' south of fence to the east and 3' west of centerline of north-south road
Tie 1: Nail & disc in corner fence post E 32.00'
Tie 2: Nail & disc in fence post SE 58.85'
Tie 3: Nail & disc in fence post NE 54.95'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 17 |
Corner: SW
Date: APRIL 16, 1903
Located: BLUE STONE 10"x12"x18"
Depth:
Placed:
Location:
Tie 1: LARGE STONE SW. 2'
Tie 2: FE. COR. SE. 44'
Tie 3: FE. COR. SW. 37.8'
Tie 4:
Remarks:
Corner: SW
Date: NOV. 7, 1978
Located: CONC. MON. WITH "X" ON TOP
Depth: 0.3' BELOW GRADE
Placed: 1/2"x20" REBAR WITH YELLOW CAP #12967 0.5' EAST OF MON
Location: TOWNSHIP ROAD CENTERLINE INTERSECTION
Tie 1: N&D COR. FE. POST SW. 48.12'
Tie 2: N&D PP NW. 46.48'
Tie 3: N&D COR. FE. POST NW. 50.15'
Tie 4: W. 1/4 COR. OF SEC. 18 N. 2654.77'
Remarks: Martin Land Surveying
Corner Certification
Corner: SW
Date:
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST SW. 47.0'
Tie 2: TACK IN COR. FE. POST SE. 43.6'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: June 1, 2015
Located: 1/2" Iron Stake with cap #12967
Depth: 0.6' below surface
Placed:
Location: In line with centerline of intersecting roads.
Tie 1: N = 115954.270
Tie 2: E = 484995.779
Tie 3: Elev. = 1693.103
Tie 4:
Remarks: All ties are gone. These coordinates are for the iron stake, not the "X" on the monument.
Surveyor's Record Section 18
Surveyor's Record Section 13
Surveyor's Record Section 24
Surveyor's Record Section 19 |
Corner: S1/4
Date: Nov. 7, 1978
Located:
Depth:
Placed: 1/2"x20" rebar with yellow plastic cap #12967
Location: In line with north-south fence and in centerline of east-west road
Tie 1: Nail & disc in PP SW 83.28'
Tie 2: Nail & disc in fence post NW 67.04'
Tie 3: Nail & disc in corner fence post N 33.05'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: S1/4
Date: NOV. 7, 1978
Located:
Depth:
Placed: IRON PIN WITH R.L.S. CAP ON IT
Location:
Tie 1: N&D PP SW. 83.28'
Tie 2: N&D FE. POST NE. 67.04'
Tie 3: N&D COR. FE. POST N. 33.05'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 19 |
Corner: SE
Date: NOV. 7, 1978
Located: STONE 7"x7"x12" WITH WOODEN HUB
Depth:
Placed: IRON PIN WITH R.L.S. CAP ON IT
Location: 1' E. OF CENTER STONE
Tie 1: N&D PP SW. 43.34'
Tie 2: N&D COR. FE. POST S. 31.92'
Tie 3: N&D TEL. PED. NE. 44.42'
Tie 4:
Remarks:
Corner: SE
Date: Nov. 7, 1978
Located: 7"x7"x12" granite stone with a rotted wooden hub stake next to it
Depth:
Placed: 1/2"x20" rebar with yellow plastic cap #12967 1' east of center of stone
Location: 3' north of center of intersection
Tie 1: Nail & disc in PP SW 43.39'
Tie 2: Nail & disc in corner fence post S 31.92'
Tie 3: Nail & disc in telephone ped post NE 44.42'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 17
Surveyor's Record Section 20 |
