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 |