Corner: NW
Date: SEPT. 20, 2007
Located: F.P. RLS 23008 DOWN 0.3' BELOW SURFACE IN CENTERLINE
Depth:
Placed:
Location:
Tie 1: 3/8" REBAR DOWN 0.3' BELOW SURFACE. 28.94' SW
Tie 2: SOUTHEAST CORNER OF ELEC. BOX. 59.49' NW
Tie 3: 3/8" REBAR DOWN 0.3' BELOW SURFACE. 35.54' SE
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: Oct. 10, 2001
Located:
Depth:
Placed: Pipe at road surface
Location:
Tie 1: Nail & seal #11943 in PP SE 39.92'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 29
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor?s Record Section 20 |
Corner: N1/4
Date: Sept. 20, 2007
Located: FIP RLS #12967
Depth: Down 1' below surface
Placed:
Location: In centerline of east-west road and in line with fence north
Tie 1: PK Nail on top of wood corner post N 37.24'
Tie 2: PK Nail in E end of culvert S 29.82'
Tie 3: PK Nail in W end of culvert SW 41.23'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 29
Surveyor?s Record Section 20 |
Corner: NE
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: NE
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.
Corner: NE
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: NE
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
Surveyor's Record Section 29
Surveyor?s Record Section 20
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: W1/4
Date: Sept. 20, 2007
Located: Stone with X on it
Depth:
Placed:
Location: In line with centerline of road south and in line with fence east
Tie 1: 3/8" rebar down 0.3' below surface SW 20.03'
Tie 2: 3/8" rebar down 0.3' below surface NW 16.55'
Tie 3: PK Nail in W side of wood corner post E 33.41'
Tie 4: PK Nail in W side of wood post SE 45.28'
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 30 |
Corner: CENTER
No information.
Surveyor's Record Section 29 |
Corner: E1/4
Date: JULY 19, 1983
Located: CONC. MON.
Depth: 37" BELOW SURFACE
Placed: R/R SPIKE
Location: ABOVE MON.
Tie 1: N&C COR. POST WEST 50.15'
Tie 2: N&C COR. POST E/SE 52.45'
Tie 3:
Tie 4:
Remarks: MONUMENT IN LINE WITH FENCE LINE WEST
Corner: E1/4
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: In line with the Fence going west & 0.5' west of the Centerline of CSAH 25.
Tie 1: N: 171688.744
Tie 2: E: 432267.801, Elev. 1802.729
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: E1/4
Date:
Located: STONE
Depth:
Placed:
Location: STONE IS 13' NORTH OF E/W FENCE LINE
Tie 1: TACK IN FE. POST EAST ON LINE 33.0'
Tie 2: TACK IN COR. FE. POST SE. 35.2'
Tie 3: TACK IN COR. FE. POST SW. 41.0'
Tie 4:
Remarks:
Corner: E1/4
Date: Sept. 20, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location: In centerline of north-south road
Tie 1: Bottle cap in W side of wood corner post W 49.96'
Tie 2: 3/8" rebar down 0.3' below surface NE 27.16'
Tie 3: 3/8" rebar down 0.3' below surface SE 39.38'
Tie 4: 3/8" rebar down 0.3' below surface SW 30.74'
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: SW
Date: Sept. 20, 2007
Located: FIP RLS #23008
Depth: Down 0.2' below surface
Placed:
Location: In centerline of east-west and north-south roads
Tie 1: PK Nail in W end of culvert NW 29.41'
Tie 2: PK Nail in E end of culvert NE 29.36'
Tie 3: PK Nail in S side of wood post NE 47.25'
Tie 4: Shot ground on N side of PP SE 48.79'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 29
Surveyor's Record Section 30
Surveyor's Record Section 31
Surveyor's Record Section 32 |
Corner: S1/4
Date: Sept. 21, 2007
Located: 1/2" pin
Depth: Down 1.1' below surface
Placed:
Location: In centerline of east-west road and in line with fenceline south
Tie 1: PK Nail in W side of wood post NW 36.35'
Tie 2: PK Nail in E side of wood corner post N 38.49'
Tie 3: 3/8" rebar down 0.3' below surface S 21.83'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 32 |
Corner: SE
Date: JULY 19, 1983
Located: FIELD STONE REPLACED WITH CONC. MON.
Depth:
Placed: R/R SPIKE
Location: ABOVE MON.
Tie 1: N&C TEL. PED. NW. 66.23'
Tie 2: N&C COR. POST SW. 58.80'
Tie 3: CHISELED "X" TOP OF METAL COLLAR CMP. NE. 36.39'
Tie 4:
Remarks:
Corner: SE
Date: July 28, 2020
Located:
Depth:
Placed: MAG Nail
Location: 2' South the Centerline of the E-W TWP RDS, & 0.5' west of the Centerline of CSAH 25.
Tie 1: N: 169035.375
Tie 2: E: 432255.049, Elev. 1787.043
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: SE
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST NW. 47.5'
Tie 2: TACK IN COR. FE. POST SW. 48.2'
Tie 3: TACK IN COR. FE. POST SE. 48.3'
Tie 4:
Remarks:
Corner: SE
Date: Sept. 20, 2007
Located: PK Nail
Depth: Flush with surface
Placed:
Location: In centerline of north-south road and centerline of east-west road
Tie 1: Chiseled X on N end of RCP NE 54.61'
Tie 2: Chiseled X on E end of RCP SE 54.16'
Tie 3: Chiseled X on W end of RCP SW 52.85'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 28
Surveyor's Record Section 33 |
