Corner: NW
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: NW
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: NW
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 20
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 17 |
Corner: N1/4
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: N1/4
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 20
Surveyor's Record Section 17 |
Corner: NE
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: NE
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: NE
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: NE
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 20
Surveyor's Record Section 17
Surveyor's Record Section 16
Surveyor's Record Section 21 |
Corner: W1/4
Date: Nov. 14, 2001
Located: 1/2" iron with seal #12967 over wooden stake
Depth:
Placed: 1" iron pipe with seal #11943 over the rerod
Location:
Tie 1: Nail & seal #11943 in fence post W 31.28'
Tie 2: Nail & seal #11943 in fence post E 35.05'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor?s Record Section 20
Surveyor's Record Section 19 |
Corner: CENTER
No information.
Surveyor?s Record Section 20 |
Corner: E1/4
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: E1/4
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.
Corner: E1/4
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
1866 Field Notes
Surveyor?s Record Section 20
Surveyor's Record Section 21 |
Corner: SW
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
Corner: SW
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
Surveyor?s Record Section 20
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 29 |
Corner: S1/4
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 20
Surveyor's Record Section 29 |
Corner: SE
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: SE
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: SE
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: SE
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 20
Surveyor's Record Section 29
Surveyor's Record Section 21
Surveyor's Record Section 28 |
