Corner: NW
Date: JUNE 27, 1902
Located:
Depth:
Placed: OAK STAKE 5"x4"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Dec. 6, 2012
Located: 1/2" Iron
Depth:
Placed:
Location:
Tie 1: Nail & Seal in tel ped post SW 34.50'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 9
Surveyor?s Record Section 5
Surveyor?s Record Section 8
Surveyor?s Record Section 4 |
Corner: N1/4
Date: April 21, 2013
Located: 1/2" Rebar
Depth: 6" Down
Placed:
Location: Centerline
Tie 1: Northing = 221737.025
Tie 2: Easting = 466666.204
Tie 3: Elev. = 1611.515
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 9
Surveyor?s Record Section 4 |
Corner: NE
Date:
Located: RAISED STONE
Depth:
Placed:
Location:
Tie 1: EDGE OF STEEL POST NE. 34.7'
Tie 2: TACK IN COR. FE. POST NW. 41.8'
Tie 3: TACK IN FE. COR. SW. 41.7'
Tie 4: TACK IN COR. FE. POST SE. 41.7'
Remarks:
Corner: NE
Date: August 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: P.K . nail placed after 2017 Bituminous overlay project.
Location: On Centerline of CSAH 29 & on centerline of the Township Rd heading west
Tie 1: N: 221723.829
Tie 2: E: 469276.772, Elev. 1616.983
Tie 3:
Tie 4:
Remarks:
?? Placed after the reconstruction in 2009.
Murray County Coordinates & Geoid 99 used
Corner: NE
Date: Dec. 14, 1987
Located: Nothing
Depth:
Placed: PK Nail in the bituminous paving
Location: On centerline of east-west road and 1.3' east of north-south road
Tie 1: Nail & disc in PP NE 55.45'
Tie 2: North end of 18" CMP SE 65.4'
Tie 3: Top of steel fence post SE 60.00'
Tie 4: Nail & disc in telephone ped post SW 56.20'
Remarks: Madsen Land Surveying
Corner Certification
Surveyor?s Record Section 9
Surveyor?s Record Section 4
Surveyor's Record Section 3
Surveyor?s Record Section 10 |
Corner: W1/4
Date: Dec. 6, 2012
Located:
Depth:
Placed: 5/8" Iron with seal #43844
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: W1/4
Date: August 21, 2013
Located: Buetell Land Surveyor Pin
Depth: 3" Down
Placed:
Location: 2' West of Centerline
Tie 1: Northing = 219125.390
Tie 2: Easting = 464049.933
Tie 3: Elev. = 1610.807
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 9
Surveyor?s Record Section 8 |
Corner: CENTER
Date: Dec. 6, 2012
Located: Field Stone
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: CENTER
Date: 1957
Located:
Depth:
Placed: STONE 6"x6"x36"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 9 |
Corner: E1/4
Date: Dec. 14, 1987
Located: PK Nail
Depth: In bituminous surface
Placed:
Location: On centerline of north-south road and on line with fence to the east
Tie 1: Nail & disc in corner fence post NW 53.70'
Tie 2: Both ends of 30" RCP NW 103.9' & NE 103.3'
Tie 3: Nail & disc in PP NE 50.88'
Tie 4: West edge of steel corner fence post E 50.15'
Remarks: Madsen Land Surveying
Corner Certification
Corner: E1/4
Date:
Located: STONE & GOV. COR.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: FEB. 25, 1987
Located: STEEL PIN INP.
Depth: BIT SURFACE
Placed: P.K. NAIL ABOVE PIN
Location: BITUM. SURF.
Tie 1: N&C PP E/NE 50.90'
Tie 2: W. EDGE IRON COR. POST EAST 50.19'
Tie 3: N&C COR. POST W/NW 53.73'
Tie 4:
Remarks:
Corner: E1/4
Date: August 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: P.K . nail placed after 2017 Bituminous overlay project.
Location: On centerline of CSAH 29 & On Centerline of the fence heading east
Tie 1: N: 219085.399
Tie 2: E: 469304.615, Elev. 1622.810
Tie 3:
Tie 4:
Remarks:
?? Placed after the reconstruction in 2009.
Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor?s Record Section 9
Surveyor?s Record Section 10 |
Corner: SW
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: SW
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: SW
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 9
Surveyor?s Record Section 8
Surveyor?s Record Section 17
Surveyor?s Record Section 16 |
Corner: S1/4
Date: Oct. 9, 2015
Located: Railroad spike
Depth:
Placed:
Location: On Centerline of CSAH 20 and in line with the north fence.
Tie 1: N: 216457.485, E: 466696.782.
Tie 2: 1/2" iron in slope. NE 25.65'
Tie 3: 1/2" iron in slope NW 37.41'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: S1/4
Date: SEPT. 30, 1974
Located: FIELD STONE
Depth: 6' BELOW GRADE
Placed: 18" STEEL PIN
Location: ABOVE STONE
Tie 1: STEEL PIN INSLOPE NW. 37.41'
Tie 2: STEEL PIN INSLOPE NE. 25.65'
Tie 3: TOP STEEL FE. POST S. 51.66'
Tie 4:
Remarks: RR. SPIKE AT GRADE SURF. IN 1983
Corner: S1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: MAG Nail
Location: 0.5' North of the Centerline of CSAH 20 and on Centerline of the fence line heading northerly.
Tie 1: N: 216457.487
Tie 2: E: 466696.726
Tie 3: Elev. 1662.948
Tie 4:
Remarks:
MAG nail placed after 2017 Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor?s Record Section 9
Surveyor?s Record Section 16 |
Corner: SE
Date: March 16, 2000
Located: 1/2" rebar over concrete monument
Depth: 4" below pavement
Placed: Raised to surface
Location:
Tie 1: Nail & bottle cap in corner fence post NE 63.10'
Tie 2: NW corner of power box SE 64.13'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: SE
Date: Dec. 14, 1987
Located: PK Nail
Depth: In bituminous surface
Placed:
Location: At intersection of centerline of both roads
Tie 1: Nail & disc in corner fence post NE 62.75'
Tie 2: NW corner of power box SE 63.82'
Tie 3: NE edge of steel sign post for Lutheran Church SW 71.24'
Tie 4:
Remarks: Madsen Land Surveying
Corner Certification
Corner: SE
Date: August 18, 2017
Located:
Depth: At the top of the asphalt surface
Placed: P.K . nail placed after 2017 Bituminous overlay project.
Location: On Centerline of CSAH 29 & on Centerline of the Rd heading easterly & 1' South of CSAH 20 Centerline.
Tie 1: N: 216441.474
Tie 2: E: 469330.679, Elev. 1662.431
Tie 3:
Tie 4:
Remarks:
?? Placed after the reconstruction in 2009.
Murray County Coordinates & Geoid 99 used
Corner: SE
Date: 1970
Located: CONC. MON.
Depth:
Placed: STEEL PIN,
Location: BITUM. SURF.
Tie 1: N&C COR. FE. POST NE. 62.75'
Tie 2: NW. COR. OF POWER BOX SE. 63.82'
Tie 3: NE. SURFACE STEEL POST FOR LUTH. CH. SIGN SW. 71.24'
Tie 4:
Remarks: P.K. NAIL ON FEB. 25, 1987
Surveyor?s Record Section 9
Surveyor?s Record Section 16
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
