Corner: NW
Date: OCT. 8, 1974
Located: FIELD STONE
Depth: 8" BELOW BIT.
Placed: 18" STEEL REBAR
Location: ABOVE STONE, BIT. SURF.
Tie 1: HEAD SPIKE PP SE. 59.54'
Tie 2: CENTER TOP TEL. PED. NE. 60.80'
Tie 3: N&C PP NW. 61.97'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 10, 1997
Corner: NW
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: MAG Nail
Location: on Centerline of N-S Township Rd and 0.3' South of the Centerline of CSAH 20.
Tie 1: N: 216467.189
Tie 2: E: 458798.100
Tie 3: Elev. 1649.85
Tie 4:
Remarks:
MAG nail placed after 2017 Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
Surveyor?s Record Section 17
Surveyor?s Record Section 7
Surveyor?s Record Section 18
Surveyor?s Record Section 8 |
Corner: N1/4
Date: OCT. 8, 1974
Located: FIELD STONE
Depth: 3' BELOW BITUM. MAT.
Placed: 18" STEEL REBAR
Location: ABOVE STONE, BITUM. SURF.
Tie 1: N&C COR. POST N/NE 52.36'
Tie 2: STEEL PIN INSLOPE SW. 24.69'
Tie 3: N&C PP SE. 102.16'
Tie 4:
Remarks: RR. SPIKE 1983
Corner: N1/4
Date: Julu 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: MAG Nail
Location: 0.75' North of CSAH 20 Centerline and 1.5' west of the fence line heading northerly.
Tie 1: N: 216464.650
Tie 2: E: 461426.608
Tie 3: Elev. 1627.719
Tie 4:
Remarks:
MAG nail placed after 2017 Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 8 |
Corner: NE
Date: Dec. 6, 2012
Located: P.K. Nail
Depth:
Placed:
Location:
Tie 1: Fence Post SW 65.52'
Tie 2: Corner Fence Post SE 59.90'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date:
Located:
Depth:
Placed: RR. SPIKE
Location:
Tie 1: N&C PP SW. 68.17'
Tie 2: N&C PP SE. 68.45'
Tie 3: N&C PP NW. 58.23'
Tie 4:
Remarks:
Corner: NE
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: MAG Nail
Location: On Centerline of CSAH 20 and on Centerline of the Township road heading Northerly and 2' east of the township road heading Southerly.
Tie 1: N: 216463.903
Tie 2: E: 464067.901
Tie 3: Elev. 1661.182
Tie 4:
Remarks:
MAG nail placed after 2017 Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
Surveyor?s Record Section 17
Surveyor?s Record Section 8
Surveyor?s Record Section 9
Surveyor?s Record Section 16 |
Corner: W1/4
No information.
1861 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 18 |
Corner: CENTER
No information.
Surveyor?s Record Section 17 |
Corner: E1/4
Date: March 10, 2000
Located: Spike over a 1"x1"x18" pointed wood stake
Depth:
Placed: 5/8" iron with seal #11943 on south side of stake
Location:
Tie 1: Nail & seal in PP E 35.55'
Tie 2: Nail & seal in croner fence post W 34.21'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: August 21, 2013
Located: Moseng Land Surveyor Pin # 11943
Depth: 6" Down
Placed:
Location: Centerline
Tie 1: Northing = 213829.505
Tie 2: Easting = 464060.778
Tie 3: Elev. = 1663.590
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 17
Surveyor?s Record Section 16 |
