Corner: NW
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:
Corner: NW
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:
Surveyor's Record Section 16
Surveyor's Record Section 8
Surveyor's Record Section 17
Surveyor's Record Section 9 |
Corner: N1/4
Date: July 25, 2007
Located: 8"x8" stone
Depth: 3.0' down
Placed: 3/8" capped rebar #40853
Location:
Tie 1: PK Nail in S side of PP up 3' NW 73.88'
Tie 2: PK Nail in N side of wood post up 3' N 43.37'
Tie 3: 3/8" rebar down 0.3' below surface S 14.81'
Tie 4: PK Nail in E side of telephone ped post up 3' SW 88.13'
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 16
Surveyor's Record Section 9 |
Corner: NE
Date: July 25, 2007
Located: 8"x10" Stone
Depth: 3' down
Placed: 3/8" Capped rebar #40853 down 0.4' below surface
Location:
Tie 1: 3/8" rebar down 0.4' below surface NW 47.22'
Tie 2: 3/8" rebar down 0.4' below surface E 16.73'
Tie 3: 3/8" rebar down 0.4' below surface SE 37.67'
Tie 4: 3/8" rebar down 0.4' below surface SW 55.32'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 16
Surveyor's Record Section 9
Surveyor's Record Section 10
Surveyor's Record Section 15 |
Corner: W1/4
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: W1/4
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
Corner: W1/4
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:
1866 Field Notes
Surveyor's Record Section 16
Surveyor's Record Section 17 |
Corner: CENTER
No information.
Surveyor's Record Section 16 |
Corner: E1/4
Date: June 29, 2007
Located: 1/2" rebar
Depth: Down 0.4' below surface
Placed:
Location:
Tie 1: PK Nail in N end of culvert N/NW 53.00'
Tie 2: 3/8" rebar down 0.5' below surface SE 28.26'
Tie 3: PK Nail in S end of culvert NW 37.45'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: AUG. 11, 1980
Located: FIELD STONE
Depth: 6" BELOW GRAVEL SURFACE
Placed: 1/2"x18" REBAR
Location: SLANTED OVER TOP FIELD STONE
Tie 1: N&C PP WEST 32.48'
Tie 2: STEEL FE. POST "RED" SE. 54.32'
Tie 3: STEEL FE. POST "RED" NE. 43.58'
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 16
Surveyor's Record Section 15 |
Corner: SW
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: SW
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: SW
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: SW
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 16
Surveyor's Record Section 17
Surveyor?s Record Section 20
Surveyor's Record Section 21 |
Corner: S1/4
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
Corner: S1/4
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: S1/4
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.
1866 Field Notes
Surveyor's Record Section 16
Surveyor's Record Section 21 |
Corner: SE
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
Corner: SE
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: SE
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.
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor's Record Section 15
Surveyor's Record Section 22 |