Corner: NW
Date: 1963
Located: NOTHING KNOWN
Depth:
Placed: IRON PIN (ASSUMED)
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Nov. 21, 2005
Located: Spike
Depth:
Placed: 1" Pipe with seal #43844
Location:
Tie 1: Top center of telephone ped NE 80.40'
Tie 2: Nail & seal in PP SW 68.50'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NW
Date: AUG. 25, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: Aug. 27, 2020
Located: 1" IRON PIPE WITH SEAL LS 43844
Depth: DOWN 0.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NW FACE OF POWER POLE NW 157.71'
Tie 2: MAG IN NW FACE OF POWER POLE SW 68.10'
Tie 3: TELEPHONE PEDESTAL POST NE 79.59'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 23
Surveyor?s Record Section 15
Surveyor's Record Section 22
Surveyor?s Record Section 14 |
Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 6 REBAR WITHOUT CAP
Depth: DOWN 0.6' BELOW GRADE
Placed:
Location:
Tie 1: BASE OF R/W SIGN NW 71.18'
Tie 2: MAG NAIL IN WEST FACE OF POWER POLE SW 49.32'
Tie 3: MAG NAIL IN TOP OF EAST END 12" CMP SE 48.18'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: 1963
Located: SPIKE (ASSUMED)
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP SOUTH 49.28'
Tie 2: CENTER C.S.P. SE. 48.08'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 23
Surveyor?s Record Section 14 |
Corner: NE
Date: APR. 17, 1992
Located: 1/2" STEEL PIN
Depth: 5" BELOW GRADE
Placed:
Location:
Tie 1: YIELD SIGN POST NW. 48.60'
Tie 2: N&C PP SE. 58.50'
Tie 3: CENTERLINE END R.C.P. SW. 43.65'
Tie 4: CENTERLINE END R.C.P. SW. 44.40'
Remarks:
Corner: NE
Date: MAY 10, 1976
Located: FIELD STONE
Depth: 4' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SE. 58.00'
Tie 2: N&C TP SW. 74.55'
Tie 3: N&C SIGN POST NW. 50.30'
Tie 4:
Remarks:
Corner: NE
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITHOUT CAP
Depth: 0.9' BELOW GRADE
Placed:
Location:
Tie 1: TOP END OF 12" RCP CULVERT SW 43.59'
Tie 2: YIELD SIGN NW 47.99'
Tie 3: TOP END OF 12" RCP CULVERT SE 44.35'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 23
Surveyor?s Record Section 14
Surveyor?s Record Section 13
Surveyor's Record Section 24 |
Corner: W1/4
Date: JUNE 12, 2012
Located: 1/2" REBAR THAT IS BENT OVER.
Depth: DOWN 4"
Placed:
Location: 1' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 176712.669
Tie 2: E = 569442.646
Tie 3: ELEV. = 1444.106
Tie 4:
Remarks: TIES ARE GOOD.
Corner: W1/4
Date:
Located: CONC. MON.
Depth:
Placed: STEEL REBAR
Location: ABOVE MON.
Tie 1: CHISELED "X" BURR ON CULV. END NW. 51.15'
Tie 2: CHISELED "X" BURR ON CULV. END NE. 43.52'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 23
Surveyor's Record Section 22 |
Corner: CENTER
No information.
Surveyor's Record Section 23 |
Corner: E1/4
Date: MAY 15, 2002
Located: FOUND STONE OVER IRON
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
Date: Oct. 18, 2017
Located: 14" Flat stone over Metal Attraction
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003"
Location: 2' West of the centerline of the N-S TWP Rd, and in-line with fence heading E & W.
Tie 1: N- 176721.962
Tie 2: E- 574726.529
Tie 3: Punched A hole in the top of the CMC on the North End SW 27.77'
Tie 4: Punched A hole in the top of the CMC on the South End SW 55.40'
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor's Record Section 23
Surveyor's Record Section 24 |
Corner: SW
Date: APRIL 4, 2000
Located: 1/2" CAST IRON MONUMENT
Depth: 4" DEEP
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: Aug. 27, 2020
Located: NO. 5 REBAR, BENT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 65.86'
Tie 2: CENTER OF WATER GATE VALVE SW 60.30'
Tie 3: MAG NAIL IN SOUTH FACE OF POWER POLE NE 117.56'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date:
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 63.00'
Tie 2: N&C PP NE. 113.90'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: JUNE 12, 2012
Located: 1/2" CAST IRON MONUMENT
Depth: DOWN 6"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 174078.026
Tie 2: E = 569465.786
Tie 3: ELEV. = 1418.818
Tie 4:
Remarks: TIES ARE NO GOOD.
Surveyor's Record Section 23
Surveyor's Record Section 22
Surveyor's Record Section 27
Surveyor's Record Section 26 |
Corner: S1/4
Date: JUNE 12, 2012
Located: Iron Pipe with Cap No. 23008
Depth: DOWN 3"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 174089.171
Tie 2: E = 572109.615
Tie 3: ELEV. = 1439.688
Tie 4:
Remarks: NO TIES
Corner: S1/4
Date: March 10, 2000
Located: Nothing
Depth:
Placed: 5/8"x20" Iron stake with survey cap #23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 23
Surveyor's Record Section 26 |
Corner: SE
Date: March 20, 1985
Located: 1/2" capped iron pipe (RLS #13593)
Depth: Down 6"
Placed:
Location: 1' west of centerline of north-south road & 1' south of centerline of east-west road
Tie 1: Top SE edge of steel fence post SW 44.07'
Tie 2: Nail & bottle cap in NE side of PP SE 36.95'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: AUG. 11, 1981
Located: FIELD STONE
Depth: 33" BELOW GRADE
Placed: R.L.S. IRON PIN 6" DEEP
Location: ABOVE STONE
Tie 1: N&C PP SE. 36.90'
Tie 2:
Tie 3:
Tie 4:
Remarks: CENTERLINE OF N./S. ROAD & ROAD TO WEST.
Madsen Land Surveying
Corner: SE
Date: APRIL 10, 2000
Located: 1/2" IRON PIPE W/ SURVEY CAP NO. 13593
Depth: 8" DEEP
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: Oct. 18, 2017
Located: 1/2" Iron Pipe Down 0.7'
Depth:
Placed: Plastic Cap Stamped "MN DNR LS 17003"
Location: On centerline of N-S Rd, 2' North of Centerline of the road heading west, & 4.0' South of centerline of the road heading east.
Tie 1: N- 174086.952, E- 574749.475
Tie 2: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' NE 40.65'
Tie 3: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' NW 35.32'
Tie 4: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' SW 34.22'
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: MAY 15, 2002
Located: 3/4" IRON PIPE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor's Record Section 23
Surveyor's Record Section 26
Surveyor's Record Section 24
Surveyor's Record Section 25 |
