Corner: NW
Date: Oct. 10, 2001
Located: 12" field stone
Depth:
Placed: 1" iron pipe with seal #11943
Location:
Tie 1: Nail & seal in ped SE 98.19'
Tie 2: Nail & seal in corner fence post SW 51.93'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 17
Surveyor's Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 8 |
Corner: N1/4
Date: June 29, 2007
Located: Capped iron #4260
Depth:
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 28.80'
Tie 2: 3/8" rebar down 0.5' below surface NE 32.61'
Tie 3: 3/8" rebar down 0.5' below surface SW 38.78'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 8 |
Corner: NE
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: CULV. NUT SW. 38.00'
Tie 2: CULV. NUT SE. 41.95'
Tie 3: N&C PP NW. 58.00'
Tie 4:
Remarks:
Corner: NE
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: EDGE OF CONC. COR. POST NW. 47.5'
Tie 2: TACK IN COR. POST NE. 47.3'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 17
Surveyor's Record Section 8
Surveyor's Record Section 9
Surveyor's Record Section 16 |
Corner: W1/4
Date: Oct. 14, 2001
Located: Two 8" stones on top of each other
Depth:
Placed: 1" iron pipe at road surface
Location:
Tie 1: Nail & seal top end post W 38.00'
Tie 2: Nail & seal top end post E 30.98'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 18 |
Corner: CENTER
No information.
Surveyor's Record Section 17 |
Corner: E1/4
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C FE. POST NW. 73.50'
Tie 2: N&C FE. POST SW. 56.45'
Tie 3: N&C FE. POST NE. 54.60'
Tie 4: N&C FE. POST SE. 54.60'
Remarks:
Corner: E1/4
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST W. 33.8'
Tie 2: TACK IN SECOND BLAZED FE. SW. 50.31'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: June 29, 2007
Located: 1/2" rebar
Depth: Down 0.3' below surface
Placed:
Location:
Tie 1: PK Nail in S end of culvert NW 38.41'
Tie 2: PK Nail in N end of culvert N/NW 57.09'
Tie 3: 3/8" rebar down 0.5' below surface SE 37.15'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: SW
Date: JULY 22, 1983
Located: CONC. MON. REMOVED
Depth: 6 1/2" BELOW SURFACE
Placed: 30" REBAR AUG. 21, 1985
Location: 7" BELOW SURFACE
Tie 1: N&C TEL. PED. SE. 155.78'
Tie 2: CHISELED "X" CONC. PAD POWER BOX SE. 76.48'
Tie 3: N&C TEL. PED. NE. 157.43'
Tie 4:
Remarks: PLACED P.K. NAIL AUG 20, 1987
Corner: SW
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of the N-S TWP RDS & 0.5' North of the Centerline of CSAH 10.
Tie 1: N: 179631.487
Tie 2: E: 427015.372, Elev. 1843.210
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: SW
Date: Nov. 12, 2001
Located: 1/2" rebar
Depth: 14" below road surface
Placed: 5/8" iron rebar with seal #11943 at road surface
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 17
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor?s Record Section 20 |
Corner: S1/4
Date: July 28,2020
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of CSAH 10 & On the fence line heading south.
Tie 1: N: 179625.224
Tie 2: E: 429665.815, Elev. 1781.337
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: S1/4
Date: JULY 22, 1983
Located: STONE WITH CHISELED "X" REMOVED
Depth: 4" BELOW SURFACE
Placed: 30" REBAR AUG. 21, 1985
Location: 7" BELOW SURFACE
Tie 1: N&C PP SW. 58.61'
Tie 2: CHISELED "X" TOP R.C.P. CULV. NW. 62.60'
Tie 3: CHISELED "X" TOP R.C.P. CULV. W/SW 98.06'
Tie 4:
Remarks: PLACED P.K. NAIL AUG. 20, 1987
1866 Field Notes
Surveyor's Record Section 17
Surveyor?s Record Section 20 |
Corner: SE
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 37.2'
Tie 2: TACK IN TEL. POLE SE. 43.7'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: March 6, 2012
Located: P.K. Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: JULY 19, 1983
Located: CONC. MON. ABOVE FIELD STONE
Depth: STONE IS 39.5" BELOW SURFACE
Placed: IRON PIN 30" LONG, AUG. 21, 1985
Location: ABOVE STONE
Tie 1: CHISELED "X" TOP R.C.P. APRON W/SW 57.42'
Tie 2: CHISELED "X" TOP CONC. WHEEL GUARD SE. 60.73'
Tie 3: CHISELED "X" BM. SW. COR. WHEEL GUARD S/SW 60.69'
Tie 4:
Remarks: REMOVED CONC. MON. AUG. 21, 1985.
PLACED P.K. NAIL AUG. 20, 1987
Corner: SE
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of CSAH 10, 1' west of the centerline of CSAH 25 heading north & On Centerline of CSAH 25 heading south.
Tie 1: N: 179618.191
Tie 2: E: 432319.152, Elev. 1736.525
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Surveyor's Record Section 17
Surveyor?s Record Section 20
Surveyor's Record Section 16
Surveyor's Record Section 21 |