Corner: NW 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: NW 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: NW 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 10
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor's Record Section 3 |
Corner: N1/4 Date: Dec. 12, 1987 Located: 6"x8"x16" stone with small stones around the stone Depth: 16" down Placed: 3/4"x24" iron pipe on west side of stone and 3/4"x16" iron monument with cap #13593 Location: 10' south east-west road and on line with fence south Tie 1: Steel corner fence post N 27.4' Tie 2: Base of steel corner fence post S 29.7' Tie 3: Tie 4: Remarks: Madsen Land Surveying Corner Certification
Corner: N1/4 Date: August 21, 2013 Located: Surveyor cap and pin, RLS # 13593 Depth: 5" Down Placed: Location: In old road bed, in line with north fence line. Tie 1: Northing = 221734.638 Tie 2: Easting = 471913.414 Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 10
Surveyor's Record Section 3 |
Corner: NE Date: DEC. 13, 1987 Located: FIELD STONE Depth: 19" BELOW GRADE Placed: 3/4"x16" IRON PIPE WITH CAP MARKED #13593, SET 3/4"x24" IRON PIPE ON N. SIDE OF STONE Location: OVER STONE 4" DEEP Tie 1: N&C TEL. PED. NW. 42.70' Tie 2: COR. POST NE. 45.95' Tie 3: COR. POST SW. 46.35' Tie 4: Remarks: Madsen Land Surveying Corner Certification
Corner: NE Date: JULY 29, 1998 Located: MADSON STAKE ON CL-CL, W/ CAP 13593 Depth: 4" DEEP Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor?s Record Section 10
Surveyor's Record Section 3
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
Corner: W1/4 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
Corner: W1/4 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: W1/4 Date: Located: STONE & GOV. COR. Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: W1/4 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:
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 9 |
Corner: CENTER No information.
Surveyor?s Record Section 10 |
Corner: E1/4 Date: DEC. 14, 1987 Located: Depth: Placed: 3/4"x24" IRON PIPE WITH CAP MARKED #13593 Location: MIDWAY BETWEEN NE & SE CRONERS SECTION 10 Tie 1: N&C COR. POST NE 32.05' Tie 2: P.K. NAIL E. END OF 24" CMP NE 17.60' Tie 3: P.K. NAIL W. END OF 24" CMP NW 14.95' Tie 4: N&C IN POST NE 36.75' Remarks: Madsen Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 11 |
Corner: SW 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
Corner: SW 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: SW 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: SW 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
Surveyor?s Record Section 10
Surveyor?s Record Section 9
Surveyor?s Record Section 16
Surveyor?s Record Section 15 |
Corner: S1/4 Date: August 22, 2013 Located: 3/4" Iron Pipe Depth: Down 14" Placed: Location: Centerline of Road Tie 1: Northing = 216457.802 Tie 2: Easting = 471948.181 Tie 3: Tie 4: Remarks:
Corner: S1/4 Date: DEC. 14, 1987 Located: Depth: Placed: 3/4"x24" IRON PIPE WITH CAP MARKED #13593 Location: MIDWAY BETWEEN SW & SE CORNERS SECTION 10 AND 1' NORTH OF CENTERLINE EAST-WEST ROAD Tie 1: N&C FE. POST N. 95.15' Tie 2: N&C FE. POST NE. 89.50' Tie 3: N&C FE. POST SE. 35.65' Tie 4: N&C FE. POST S. 34.20' Remarks: Madsen Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 10
Surveyor?s Record Section 15 |
Corner: SE Date: DEC. 12, 1987 Located: FIELD STONE Depth: 25" BELOW GRADE Placed: 3/4"x24" IRON PIPE WITH CAP MARKED #13593 OVER STONE Location: AT INTERSECTION OF CENTERLINE OF EAST-WEST ROAD AND CENTERLINE OF ROAD NORTH Tie 1: N&C PP NE 52.35' Tie 2: N&C TEL PED NW 63.80' Tie 3: N&C COR FE POST NW 47.35' Tie 4: N&C FE POST SE 41.50' Remarks: Madsen Land Surveying Corner Certification
Surveyor?s Record Section 10
Surveyor?s Record Section 15
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |