Corner: NW Date: JULY 23, 1936 Located: Depth: Placed: CONCRETE STONE Location: Tie 1: TACK IN FE. POST NE. 44.7' Tie 2: TACK IN COR. FE. POST NW. 43.1' Tie 3: EDGE OF STEEL COR. POST SE. 96.4' Tie 4: Remarks:
Corner: NW Date: March 3, 2000 Located: 1/2" iron Depth: 4" down Placed: Raised it to the surface Location: Tie 1: SW corner of power box NE 70.45' Tie 2: Tie 3: Tie 4: Remarks: Moseng Land Surveying Corner Certification
Corner: NW Date: Located: FIELD STONE BELOW CONC. MON. Depth: 2' BELOW GRADE Placed: REMOVED CONC. MON., PLACED REBAR Location: ABOVE STONE Tie 1: N&C PP NE. 58.19' Tie 2: N&C SIGN POST E./NE. 62.93' Tie 3: N&C TEL. PED. SW. 57.87' Tie 4: N&C PP NW. 104.86' Remarks: PLACED P.K. NAIL ABOVE REBAR IN BIT. OVERLAY FEB. 25, 1987
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: .33' west of the centerline of CSAH 29 & on centerline of Co. Rd. 73 Tie 1: N: 211161.922 Tie 2: E: 469333.353, Elev. 1656.465 Tie 3: Tie 4: Remarks: ?? Placed after the reconstruction in 2009.
Murray County Coordinates & Geoid 99 used
Surveyor?s Record Section 22
Surveyor?s Record Section 16
Surveyor?s Record Section 21
Surveyor?s Record Section 15 |
Corner: N1/4 Date: JUNE 11, 1981 Located: FIELD STONE Depth: 12" BELOW GRADE Placed: STEEL POST Location: 6" BELOW GRAVEL SURFACE Tie 1: STEEL PIN INSLOPE SE. 33.73' Tie 2: STEEL PIN INSLOPE SW. 41.21' Tie 3: STEEL PIN INSLOPE NW. 32.82' Tie 4: Remarks: PLACED STEEL PIN 18" APRIL 29, 1996
Corner: N1/4 Date: August 22, 2013 Located: 1/2" Rebar Depth: Surface damage, Bent over Placed: Location: Centerline of CR 73 and in line with south fence line Tie 1: Northing = 211164.669 Tie 2: Easting = 471957.045 Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor?s Record Section 22
Surveyor?s Record Section 15 |
Corner: NE Date: AUG. 11, 1981 Located: CONC. MON. Depth: 12" BELOW GRADE Placed: STEEL PIN Location: ABOVE MON. 6" BELOW GRAVEL Tie 1: CHISELED "X" CULV. END SW. 54.38' Tie 2: CHISELED "X" CULV. END NW. 52.35' Tie 3: STEEL PIN INSLOPE NW. 35.95' Tie 4: HIGH VOLTAGE BOX N. AT TOP SW. COR. 47.07' Remarks: PLACED STEEL PIN 18" LONG APRIL 29, 1996
Corner: NE Date: May 3, 2016 Located: Steel Pin Rebar Depth: .2' Below the top of the Gravel Surface. Placed: Location: 1' East of Centerline of the south road & .5' North of the Centerline of County Road 73. Tie 1: Northing- 211187.430 Tie 2: Easting- 474582.335, Elevation- 1678.498 Tie 3: HIGH VOLTAGE BOX N. AT TOP SW. COR. 47.07' Tie 4: Remarks: All other ties are missing
Surveyor?s Record Section 22
Surveyor?s Record Section 15
Surveyor?s Record Section 14
Surveyor?s Record Section 23 |
Corner: W1/4 Date: Located: CONC. MON. Depth: Placed: STEEL REBAR, 3/4"x6" Location: ABOVE MON. Tie 1: N&C COR. POST SW. 113.47' Tie 2: N&C COR. POST SE. 94.75' Tie 3: STEEL FE. POST E. 50.82' Tie 4: Remarks: P.K. NAIL COULD BE IN THE WRONG LOCATION
Corner: W1/4 Date: JULY 23,1936 Located: Depth: Placed: CONCRETE STONE Location: Tie 1: TACK IN BLAZED FE. POST NW. 52.1' Tie 2: TACK IN BLAZED FE. POST SW. 40.6' Tie 3: Tie 4: Remarks:
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 22
Surveyor?s Record Section 21 |
Corner: CENTER No information.
Surveyor?s Record Section 22 |
Corner: E1/4 No information.
1861 Field Notes
Surveyor?s Record Section 22
Surveyor?s Record Section 23 |
Corner: SW Date: Located: OLD GOV. STAKE & CONC. MON. Depth: 3' BELOW GRAVEL SURF. Placed: PLACED 1"x15" PIPE Location: ABOVE STAKE Tie 1: N&C COR. POST W. 50.53' Tie 2: N&C PP NE. 67.44' Tie 3: SECOND STEEL FE. POST S. 63.43' Tie 4: N&C BRACE POST SW. 50.23' Remarks: REMOVED MON.
Corner: SW Date: JULY 23, 1936 Located: Depth: Placed: CONCRETE STONE Location: Tie 1: TACK IN COR. FE. POST NE. 48.9' Tie 2: TACK IN COR. FE. POST W. 33.0' Tie 3: Tie 4: Remarks:
Corner: SW Date: August 18, 2017 Located: Depth: At the surface of the asphalt Placed: P.K . nail placed after 2017 Bituminous overlay project. Location: 5' south of the road heading easterly, On Centerline of CSAH 29. Tie 1: N: 205874.645 Tie 2: E: 469316.402, Elev. 1641.614 Tie 3: Tie 4: Remarks: Murray County Coordinates & Geoid 99 used
?? Placed after the reconstruction in 2009.
Surveyor?s Record Section 22
Surveyor?s Record Section 21
Surveyor?s Record Section 28
Surveyor?s Record Section 27 |
Corner: S1/4 No information.
1861 Field Notes
Surveyor?s Record Section 22
Surveyor?s Record Section 27 |
Corner: SE No information.
Surveyor?s Record Section 22
Surveyor?s Record Section 27
Surveyor?s Record Section 23
Surveyor?s Record Section 26 |