Corner: NW
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Dec. 5, 2012
Located:
Depth:
Placed:
Location:
Tie 1: N= 266770.28
Tie 2: E= 563858.03
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 3
Surveyor?s Record Section 4 |
Corner: N1/4
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. SW 48.8'
Tie 2: TACK IN FE. POST NW. 41.3'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: Dec. 5, 2012
Located:
Depth:
Placed:
Location:
Tie 1: N= 226792.47
Tie 2: E= 566495.91
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: JUNE 9, 2005
Located: 1" IRON PIPE W/ CAP 23008
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: N1/4
Date: June 15, 2015
Located: 5/8" Iron Stake with cap# 23008
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 3 |
Corner: NE
Date: Dec. 5, 2012
Located: 10"x10" Stone
Depth: 3.4' Below Surface
Placed:
Location: Centerline of Twp Rd and in line with Fence South.
Tie 1: N= 226836.37
Tie 2: E= 569127.29
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor?s Record Section 3
Surveyor?s Record Section 2 |
Corner: W1/4
Date: JUNE 24 1994
Located: STEEL "I" BEAM COR. POST SET IN CONC.
Depth:
Placed: ROD WITH ALUM. CAP IN CONC.
Location: N. EDGE OF COR. POST
Tie 1: N&D BRACE POLE NW. 42.50'
Tie 2: N&D PP SW. 54.50'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 3
Surveyor?s Record Section 4 |
Corner: CENTER
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN FE. POST SE. 37.6'
Tie 2: TACK IN FE. POST NE. 43.9'
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 3 |
Corner: E1/4
Date: Dec. 5, 2012
Located:
Depth:
Placed:
Location: Accepcted the existing wood fence corner post with fences running north, south, east and west. This fits practical location.
Tie 1: N= 224302.39
Tie 2: E= 569155.89
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 3
Surveyor?s Record Section 2 |
Corner: SW
Date: APRIL 3, 1991
Located: STEEL PIN
Depth: 4" BELOW GRADE
Placed: 1/2"x8" REBAR IN APRIL 8, 1992
Location: OVER STEEL PIN
Tie 1: N&C PP NW. 60.30'
Tie 2: N&C TEL. RISER POST SE. 89.50'
Tie 3: 3/8" REBAR NE. 60.98'
Tie 4: N&C YIELD SIGN POST SE. 51.40'
Remarks:
Corner: SW
Date: OCT. 14 1930
Located: FIELD STONE, IN LINE WITH FENCE LINE NORTH.
Depth: 4" BELOW GRADE
Placed: STEEL PIN IN 1967
Location: ABOVE STONE
Tie 1: N&C PP NW. 60.30'
Tie 2:
Tie 3:
Tie 4:
Remarks: GOV. MOUND IS ALSO LISTED WITH NO DATE. IT ALSO SAID ESTABLISHED 1/4 COR N. AND 1/4 COR W. AND ON LINE. DATE OCT. 13, 1930.
Surveyor?s Record Section 3
Surveyor?s Record Section 4
Surveyor?s Record Section 9
Surveyor?s Record Section 10 |
Corner: S1/4
Date:
Located: FIELD STONE
Depth:
Placed: 3/8" IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Dec. 5, 2012
Located:
Depth:
Placed:
Location:
Tie 1: N= 221653.52
Tie 2: E= 566529.61
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: APRIL 4, 1991
Located: 3/8" IRON PIN
Depth: 0.9' BELOW GRADE
Placed: 1/2"x8" REBAR APRIL 8, 1992
Location: ABOVE IRON PIN
Tie 1: N&C PP NE. 59.57'
Tie 2: N&C PP NW. 59.55'
Tie 3: N&C W. SIGN POST S. 47.92'
Tie 4:
Remarks:
Corner: S1/4
Date: JUNE 9, 2005
Located: P.K. NAIL FROM MURRAY CO. HWY. RECORDS
Depth:
Placed:
Location:
Tie 1: .
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: October 18, 2017
Located: P.K. Nail
Depth:
Placed: 3/4" x 6" Rebar with plastic cap stamped "MN DNR LS 17003" Down .05'
Location: On Centerline of the E-W Rd and in line with Centerline of the Road heading Northerly.
Tie 1: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (41.19') SW
Tie 2: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (45.04') NW
Tie 3: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (40.15')
Tie 4: N= 221653.543, E= 566529.609
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor?s Record Section 3
Surveyor?s Record Section 10 |
Corner: SE
Date:
Located:
Depth:
Placed: IRON PIN ASSUMED
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: SEP. 12, 2020
Located: 8"X8"X12" STONE DOWN 1.1' WITH 1" SQUARE IRON BAR ON NORTHWEST SIDE
Depth:
Placed:
Location:
Tie 1: CAUTION SIGN NW 61.08'
Tie 2: CAUTION SIGN NW 29.39'
Tie 3: NO. 4 REBAR WITHOUT CAP, FLUSH SW 39.97'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
