Corner: NW
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 15
Surveyor's Record Section 9
Surveyor's Record Section 16
Surveyor's Record Section 10 |
Corner: N1/4
Date: March 3, 2006
Located:
Depth:
Placed: 1" Iron pipe with seal #43844
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 10 |
Corner: NE
Date: 1892
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 37.5'
Tie 2: TACK COR. FE. POST SE. 36.2'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: July 25, 2007
Located: 8"x8" Stone
Depth: Down 1'
Placed: 3/8" Capped rebar #40853 above stone down 0.2' below surface
Location:
Tie 1: PK Nail in S side of wood corner post up 1.5' W 36.15'
Tie 2: 3/8" rebar down 0.5' below surface NE 27.69'
Tie 3: 3/8" rebar down 0.5' below surface SE 26.23'
Tie 4: 3/8" rebar down 0.5' below surface SW 29.00'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 15
Surveyor's Record Section 10
Surveyor's Record Section 11
Surveyor's Record Section 14 |
Corner: W1/4
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: W1/4
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 15
Surveyor's Record Section 16 |
Corner: CENTER
No information.
Surveyor's Record Section 15 |
Corner: E1/4
Date: June 27, 2007
Located: Steel Pin
Depth: Down 0.4'
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface SW 40.16'
Tie 2: Bottle cap in NE side of PP up 2.0' W 28.19'
Tie 3: Bottle cap in W side of wood corner post up 2.0' E 31.42'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date:
Located: STONE
Depth:
Placed: STEEL PIN
Location:
Tie 1: N&C PP NW. 28.25'
Tie 2: 1ST. STEEL FE. POST S/SE 37.70'
Tie 3:
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 14 |
Corner: SW
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: SW
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: SW
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.
Surveyor's Record Section 15
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: S1/4
Date: AUG. 22, 1983
Located: CONC. MON. BROKEN INTO 3 SECTIONS, REMOVED IT AND PLACED A 24" PIN.
Depth:
Placed: 30" REBAR AUG. 21, 1985
Location: 6" BELOW SURFACE
Tie 1: CHISELED "X" TOP CSP. N/NW 41.03'
Tie 2: CHISELED "X" TOP CSP. NW. 58.97'
Tie 3: CHISELED "X" TOP CSP. SW. 42.00'
Tie 4:
Remarks: PLACED PK. NAIL AUG. 20, 1987
Corner: S1/4
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: On centerline of CSAH 10 & 1' east of the fence line heading north.
Tie 1: N: 179588.863
Tie 2: E: 440253.121, Elev. 1684.254
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: S1/4
Date: June 25, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location:
Tie 1: Chiseled X in W end of culvert NW 59.04'
Tie 2: Chiseled X in E end of culvert NE 41.44'
Tie 3: Chiseled X in E end of culvert SE 42.00'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 15
Surveyor's Record Section 22 |
Corner: SE
Date: June 4, 2008
Located: Railroad Spike
Depth:
Placed: Survey spike with seal #43844
Location:
Tie 1: PK Nail in PP SW 59.55'
Tie 2: Nail & seal in corner fence post NE 60.75'
Tie 3: 3/8" iron NW 55.70'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: June 25, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 55.33'
Tie 2: Bottle cap in S side of wood corner post NE 60.48'
Tie 3: PK Nail in E side of PP up 3' SW 59.99'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: 1.5' west of N-S RD & 1' south of the Centerline of CSAH 10.
Tie 1: N: 179589.100
Tie 2: E: 442874.821, Elev. 1665.288
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Surveyor's Record Section 15
Surveyor's Record Section 22
Surveyor's Record Section 14
Surveyor's Record Section 23 |
