Corner: NW
Date: Sept. 30, 2016
Located:
Depth: Flush with the asphalt surface.
Placed: Mag nail after the bituminous overlay.
Location: .7' west of centerline of CSAH 38.
Tie 1: Northing- 195164.358
Tie 2: Easting- 532381.962, Elevation-1515.763
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: NW
Date: 1936
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN TEL. POLE WEST ON LINE 51.1'
Tie 2: TACK IN TEL. POLE SE. 47.0'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: AUG. 31, 1979
Located: CONC. MON. WITH STEEL PIN IN CENTER
Depth: 12" BELOW GRADE
Placed:
Location: AT SURFACE
Tie 1: N&C PP NW. 66.10'
Tie 2: N&C PP NE. 67.70'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Oct. 12, 1989
Located: Railroad Spike
Depth: 0.1' Down
Placed:
Location: On centerline of intersection of both roads
Tie 1: DNR Nail & Disc SSW side of PP up 4.3' NW 47.26'
Tie 2: DNR Nail & Disc SSE side of PP up 5.2' NE 64.93'
Tie 3: Nail & bottle cap SW side of telephone ped post up 0.7' SE 50.03'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NW
Date: JUNE 29, 1982
Located:
Depth: 12" BELOW BITUM. SURF.
Placed: P.K. NAIL
Location: AT SURFACE
Tie 1: N&C PP NW. 66.10'
Tie 2: N&C PP NE. 67.70'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: MAY 19, 1999
Located:
Depth:
Placed: 1/2"x12" REBAR AFTER REGRADE
Location:
Tie 1: 60D NAIL CENTERLINE OF RD E. 100'
Tie 2: 60D NAIL CENTERLINE OF RD E. 200'
Tie 3: 60D NAIL CENTERLINE OF RD E. 300'
Tie 4: 60D NAIL CENTERLINE OF RD E. 400'
Remarks: PLACED P.K. NAIL IN 2000
Surveyor's Record Section 3
Surveyor?s Record Section 33
Surveyor's Record Section 4
Surveyor?s Record Section 34 |
Corner: N1/4
Date: JUNE 16, 1989
Located: CONC. MON.
Depth: 1.8' BELOW SURFACE
Placed: 1/2"x12" REBAR
Location: ABOVE MON., 3" BELOW SURFACE
Tie 1: N&C PP NE. 76.39'
Tie 2: N&C COR. POST S/SE. 36.71'
Tie 3: N&C BRACE POST SW. 37.48'
Tie 4:
Remarks: REMOVED CONC. MON. AND PROBED 3' BELOW IT AND FOUND NOTHING, PLACED CONC. MON. BACK AS RECORDED.
Corner: N1/4
Date:
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR. FE. POST NE. 35.7'
Tie 2: TACK IN FE. POST NE. 46.7'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: August 27, 2013
Located: 3/4' Rebar
Depth: 10" Down
Placed:
Location: 2' North of Centerline
Tie 1: Northing = 195159.304
Tie 2: Easting = 535015.940
Tie 3: Elev. = 1511.546
Tie 4:
Remarks: Ties were Good
Surveyor's Record Section 3
Surveyor?s Record Section 34 |
Corner: NE
Date: JUNE 16,1989
Located: TWO POINTED STONES ON TOP OF EACH OTHER AND AN OLD 1"x2" HUB ON SOUTH SIDE OF STONES
Depth: 1ST STONE WAS 2" BELOW SURFACE
Placed: 1/2"x7" REBAR
Location: ABOVE STONES
Tie 1: N&C PP NW. 51.69'
Tie 2: N&C COR. POST SW. 47.10'
Tie 3: N&C TEL. PED. SE. 59.09'
Tie 4:
Remarks:
Corner: NE
Date: August 27, 2013
Located: 3/4" Rebar
Depth: 4" Down
Placed:
Location: 2' North of Centerline of Csah 14 and 4' West of the North/South Centerline of Twp Road.
Tie 1: Northing = 195153.200
Tie 2: Easting = 537658.224
Tie 3: Elev. = 1542.092
Tie 4:
Remarks:
Corner: NE
Date: JUNE 17, 1899
Located:
Depth:
Placed: STONE AND PITS 8"x12"x18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 3
Surveyor?s Record Section 34
Surveyor?s Record Section 35
Surveyor's Record Section 2 |
Corner: W1/4
Date: SEPT. 7, 1973
Located: CONC. MON.
Depth: 2.5' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C 5TH FE. POST SW. 92.33'
Tie 2: N&C GATE POST SW. 58.00'
Tie 3: N&C FE. POST WEST 53.00'
Tie 4:
Remarks:
Corner: W1/4
Date: Sept 30, 2016
Located:
Depth: Flush with the surface of the asphalt.
Placed: Mag Nail after the bituminous overlay.
Location: .2' west of the Centerline of CSAH 38
Tie 1: Northing- 192600.161
Tie 2: Easting- 532414.472, Elev-1510.697
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Corner: W1/4
Date: 1936
Located:
Depth:
Placed: CONC. STONE
Location:
Tie 1: TACK IN COR. FE. POST W. 49.3'
Tie 2: TACK IN LIGHT POLE SW. 57.4'
Tie 3: TACK IN TEL. POLE NE. 36.4'
Tie 4: TACK IN PROJ. MARKER E. 31.5'
Remarks: CALL FOR MORE DETAILS.
Corner: W1/4
Date: MAY 18, 1999
Located:
Depth:
Placed: 1/2"x12" REBAR AFTER REGRADE. PLACED P.K. NAIL AT SURFACE IN 2000.
Location:
Tie 1: REBAR W. 230.88'
Tie 2: REBAR W. 328.14'
Tie 3: REBAR W. 430.18'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 3
Surveyor's Record Section 4 |
Corner: CENTER
Date: JUNE 17, 1899
Located:
Depth:
Placed: STONE 6"x8"x18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 3 |
Corner: E1/4
Date: JUNE 17, 1899
Located:
Depth:
Placed: STONE AND PITS 8"x12"x18"
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 3
Surveyor's Record Section 2 |
Corner: SW
Date: JUNE 9, 2004
Located: 1 1/2" SQUARE IRON MON. INPLACE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: SEPT. 8, 1973
Located: FIELD STONE
Depth: 0.7' BELOW GRADE
Placed: BRIDGE BOLT
Location: ABOVE STONE, AT SURFACE
Tie 1: N&C PP WEST 60.45'
Tie 2: P.K. TOP CULVERT NW. 55.00'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 3
Surveyor's Record Section 4
Surveyor's Record Section 9
Surveyor's Record Section 10 |
Corner: S1/4
Date: JUNE 17, 1899
Located:
Depth:
Placed: GOV. MOUND AND STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 3
Surveyor's Record Section 10 |
Corner: SE
No information.
Surveyor's Record Section 3
Surveyor's Record Section 10
Surveyor's Record Section 2
Surveyor's Record Section 11 |
