Corner: NW
Date: MAY 5, 1992
Located: FIELD STONE WITH WOOD STAKE NEXT TO STONE
Depth: 36" BELOW SURFACE
Placed: 3/4"x 24" IRON PIN ABOVE STONE 4" DEEP
SET 5/8" ROD NEXT TO STONE WITH TOP LEANING OVER STONE
Location:
Tie 1: N&C PP NW. 45.28'
Tie 2: N&C PP SW. 122.20'
Tie 3: END 15" CMP SW. 52'
Tie 4: END 15" CMP SE. 52.85'
Remarks: Madsen Land Surveying
Surveyor's Record Section 26
Surveyor's Record Section 22
Surveyor's Record Section 27
Surveyor's Record Section 23 |
Corner: N1/4
Date: Aug. 20, 2003
Located: 5"x10" Grey stone
Depth:
Placed:
Location: In line with grass line north
Tie 1: Punched hole in W end of CMP NW 37.71'
Tie 2: Punched hole in E end of CMP N 23.10'
Tie 3:
Tie 4:
Remarks: JW Associates
Corner Certification
Corner: N1/4
Date: 1978
Located: STONE
Depth:
Placed: 3/8" REBAR
Location: ABOVE STONE
Tie 1: COR. FE. POST S. 34.85'
Tie 2: FE. POST SW. 42.79'
Tie 3: FE. POST N. 27.68'
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 23 |
Corner: NE
Date:
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: CHECK OLD T.H. 59 PLANS
Corner: NE
Date: April 9, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: Aug. 20, 2003
Located: Yellow capped rebar with unreadable number
Depth:
Placed:
Location:
Tie 1: Crossed Nails in PP NW 46.10'
Tie 2: Nail & Disc in PP SE 50.57'
Tie 3: Chiseled X in S end of RCP SW 24.10'
Tie 4:
Remarks: JW Associates
Corner Certification
Corner: NE
Date: July 30, 2015
Located: Iron Stake
Depth: 6" Below surface
Placed:
Location: In line with centerline of North road and in line with centerline of West road.
Tie 1: N = 110574.898
Tie 2: E = 543311.919
Tie 3: Elev. = 1527.601
Tie 4:
Remarks:
Surveyor's Record Section 26
Surveyor's Record Section 23
Surveyor's Record Section 24
Surveyor's Record Section 25 |
Corner: W1/4
Date: June 3, 2015
Located: P.K. Nail
Depth: At surface
Placed:
Location: Centerline of East-West road and 2' East of centerline of South road.
Tie 1: N = 107957.221
Tie 2: E = 537952.805
Tie 3: Elev. = 1549.025
Tie 4:
Remarks:
Corner: W1/4
Date: SEPT. 1978
Located: STONE
Depth:
Placed: R/R SPIKE, SEPT. 16, 1981
Location: BIT. SURF.
Tie 1: N&C PP NE. 55.44'
Tie 2: N&C TEL. PED. NW. 99.87'
Tie 3: N&C PP SW. 59.59'
Tie 4:
Remarks: Martin Land Surveying
Corner: W1/4
Date: Aug. 10, 1990
Located:
Depth:
Placed: PK Nail
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: Oct. 2, 2020
Located:
Depth:
Placed: MAG Nail
Location: 1' north of the centerline of CSAH 2, 1' east of the centerline of the TWP RD heading south, & 1' west of the centerline of the TWP RD heading north.
Tie 1: N: 107957.221
Tie 2: E: 537952.805, Elev. 1549.261
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: W1/4
Date: JUNE 26, 1907
Located: 5/8" IRON STAKE
Depth:
Placed:
Location: 40' W. & 2' N. OF 6" IRON POST EAST FENCE LINE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: OCT. 29, 1998
Located: PK Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 27 |
Corner: CENTER
Date: June 3, 2015
Located: P.K. Nail
Depth: At surface
Placed:
Location: Centerline of East-West road and 2' West of South field break.
Tie 1: N = 107940.565
Tie 2: E = 540640.782
Tie 3: Elev. = 1534.641
Tie 4:
Remarks: No ties
Corner: CENTER
Date: JUNE 5, 1981
Located: GARY MARTIN, SURVEY CAP
Depth: BIT. SURFACE
Placed: R/R SPIKE, SEPT. 16, 1981
Location: BIT. SURF.
Tie 1: N&C TEL. PED. NW. 58.04'
Tie 2: BOTTOM STEEL COR. POST N. 50.51'
Tie 3: BOTTOM 3RD WOOD FE. POST NE. 59.75'
Tie 4:
Remarks: PLACED P.K. NAIL AUG. 10, 1990
Corner: CENTER
Date: Oct. 2, 2020
Located:
Depth:
Placed: MAG Nail
Location: On centerline of CSAH 2 and 1' west of the field break heading south.
Tie 1: N: 107940.565
Tie 2: E: 540640.782, Elev. 1534.876
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Surveyor's Record Section 26 |
Corner: E1/4
Date: July 30, 2015
Located: Iron Stake with cap that was broke off.
Depth: 3" below surface.
Placed:
Location: 10' South of centerline of East-West road and 197' West of centerline of Lafayette Ave.
Tie 1: N = 107922.551
Tie 2: E = 543312.789
Tie 3: Elev. = 1524.464
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 25 |
Corner: SW
Date: JUNE 26, 1907
Located:
Depth:
Placed:
Location:
Tie 1: FE. COR. NW. 40.6'
Tie 2: TP SW. 50.9'
Tie 3: FE. POST SE. 44.5'
Tie 4: FE. COR. NE. 39'
Remarks:
Corner: SW
Date: OCT. 29, 1998
Located: IRON PIPE W/ CAP NO. 12967
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: OCT. 29, 1998
Located: IRON PIPE W/ CAP NO. 12967
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 26
Surveyor's Record Section 27
Surveyor's Record Section 34
Surveyor's Record Section 35 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor's Record Section 26
Surveyor's Record Section 35 |
Corner: SE
Date: AUG. 17, 2001
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: OCT. 20, 1967
Located: STONE W/CHISELED "X"
Depth: 23" BELOW SURFACE
Placed: 5/8"x 18" IRON PIN
Location: OVER "X"
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 26
Surveyor's Record Section 35
Surveyor's Record Section 25
Surveyor's Record Section 36 |