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 |
