Corner: NW
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: NW
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: NW
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: NW
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 21
Surveyor's Record Section 17
Surveyor?s Record Section 20
Surveyor's Record Section 16 |
Corner: N1/4
Date: JULY 22, 1983
Located: CONC. MON.
Depth: 9" BELOW SURFACE
Placed: 30" REBAR SURFACE, AUG. 21, 1985
Location: 6" BELOW SURFACE
Tie 1: N&C COR. FE. POST SOUTH 50.81'
Tie 2: N&C PP SW. 58.74'
Tie 3: CHISELED "X" TOP CSP. S/SE 39.22'
Tie 4:
Remarks: PLACED P.K. NAIL AUG. 20, 1987
Corner: N1/4
Date: July, 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of CSAH 10, & On Centerline of the fence line going south.
Tie 1: N: 179603.352
Tie 2: E: 434979.230, Elev. 1739.510
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: N1/4
Date: March 6, 2012
Located: P.K. Nail
Depth:
Placed:
Location:
Tie 1: Nail & Seal in Corner Fence Post S 50.90'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 16 |
Corner: NE
Date: AUG. 22, 1983
Located: CONC. MON.
Depth: 14" BELOW SURFACE
Placed: 30" REBAR, AUG. 21, 1985
Location: 5" BELOW SURFACE
Tie 1: CHISELED "X" TOP CSP. NW. 55.02'
Tie 2: N&C PP SW. 60.22'
Tie 3: CHISELED "X" TOP CSP. NE. 56.22'
Tie 4:
Remarks: PLACED PK. NAIL AUG 20, 1987.
Corner: NE
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On centerline of CSAH 10 & On Centerline of the TWP RD heading north. 1' west of the centerline of the TWP RD heading south.
Tie 1: N: 179585.517
Tie 2: E: 437630.121, Elev. 1718.879
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: NE
Date: June 25, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location:
Tie 1: Chiseled X in W end of culvert NW 55.02'
Tie 2: Chiseled X in E end of culvert NE 56.12'
Tie 3: N&C in E side of PP up 2' SW 60.45'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 21
Surveyor's Record Section 16
Surveyor's Record Section 15
Surveyor's Record Section 22 |
Corner: W1/4
Date: JUNE 21, 1984
Located: LAND SURVEYORS PIN
Depth:
Placed: R/R SPIKE
Location: SURFACE
Tie 1: BRASS TAG IN COR. FEN. POST EAST 50.86'
Tie 2: BRASS TAG IN COR. FEN . POST 50.13'
Tie 3: TOP OF 1ST. STEEL POST TO SOUTH 53.71'
Tie 4:
Remarks: MARTIN LAND SURVEYING PLACED THEIR PIN IN GRAVEL, IT WAS DUG OUT.
COUNTY REPLACE WITH R/R SPIKE
Corner: W1/4
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST EAST ON LINE 35.3'
Tie 2: TACK IN COR. FE. POST W. 33.0'
Tie 3: TACK IN BLAZED POST POST SW. 39.0'
Tie 4:
Remarks:
Corner: W1/4
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On the Centerline of CSAH 25.
Tie 1: N: 176975.539
Tie 2: E: 432298.602, Elev. 1760.597
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
1866 Field Notes
Surveyor's Record Section 21
Surveyor?s Record Section 20 |
Corner: CENTER
No information.
Surveyor's Record Section 21 |
Corner: E1/4
Date: June 25, 2007
Located: Stone
Depth: Down 1.2' below surface
Placed: 1/2" rebar on top stone #40853
Location:
Tie 1: PK Nail in S end of culvert SW 50.06'
Tie 2: PK Nail in N end of culvert W/SW 29.94'
Tie 3: PK Nail in S side of wood corner post up 3' W 39.46'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: SW
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST NW. 46.8'
Tie 2: TACK IN COR. FE. POST SW. 45.0'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: June 25, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location:
Tie 1: Chiseled X in N end of RCP NW 43.66'
Tie 2: PK Nail in N end of CMP NE 49.84'
Tie 3: PK Nail in S end of CMP SE 51.45'
Tie 4: Chiseled X in S end of RCP SW 45.78'
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: JULY 19, 1983
Located: CONC. MON. ABOVE FIELD STONE
Depth: 25" BELOW SURFACE
Placed: R/R SPIKE
Location: ABOVE STONE
Tie 1: N&C PP SW. 61.55'
Tie 2: N&C TEL. PED. NE. 63.66'
Tie 3: CHISELED "X" CMP. NW. 34.28'
Tie 4:
Remarks:
Corner: SW
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On Centerline of CSAH 25 & 1' North the E-W Centerline TWP RDS.
Tie 1: N: 174331.657
Tie 2: E: 432282.083, Elev. 1773.102
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Surveyor's Record Section 21
Surveyor?s Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: S1/4
Date: July 25, 2007
Located: 8"x8" stone with 3' rod next to it
Depth: Down 6.0' below surface
Placed: 3/8" Capped rebar #40853 down 0.5' below surface above stone
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: SE
Date: June 25, 2007
Located: Stone
Depth: Down 1.5' below surface
Placed:
Location:
Tie 1: PK Nail in E side of PP up 3' SW 60.38'
Tie 2: PK Nail in N side of corner post up 3' SE 66.19'
Tie 3: PK Nail in W side of corner post up 3' SE 69.21'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 21
Surveyor's Record Section 28
Surveyor's Record Section 22
Surveyor's Record Section 27 |
