Corner: NW Date: JUNE 20, 1905 Located: Depth: Placed: STONE 10"x10"x18" AT GOV. CORNER Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Located Stone Monument as Per Surveyor Record Book. Corner was Put in on a Previous Survey.
Corner: NW Date: JULY 11, 2022 Located: CONCRETE MON. Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Corner: NW Date: July 15, 1975 Located: DUG WITH BACKHOE TO FIND STONE AND LOCATED NOTHING. Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor's Record Section 1
Surveyor's Record Section 35
Surveyor's Record Section 2
Surveyor's Record Section 36 |
Corner: N1/4 Date: 1971 Located: FIELDSTONE Depth: Placed: 3/4" BRIDGE SPIKE Location: ABOVE STONE Tie 1: N&C PP BRACE POST W/NW. 131.63' Tie 2: N&C COR. FENCE POST NORTH 67.77' Tie 3: Tie 4: Remarks: THIS IS A 1/16 CORNER. At the north end of CSAH 52. The NW. Cor. of Gov. Lot 1 in the NE. 1/4 of Sec.1 T105N R43W.
Corner: N1/4 Date: 1971 Located: BLUE GRAY FIELDSTONE Depth: Placed: 2' STEEL FENCE POST Location: ABOVE STONE; 14.05' SOUTH OF CENTERLINE OF ROAD Tie 1: N&C COR. FE. POST N. 66.39' Tie 2: N&C PP W/SW. 98.38' Tie 3: Tie 4: Remarks: THE CORNER IS ON THE SOUTH SIDE OF ROAD IN FARM ENT; THE CENTERLINE OF ROAD IS 14.05' NORTH OF 1/4 CORNER WITH A 3/4" IRON PIN INPLACE.
Corner: N1/4 Date: JULY 11, 2022 Located: 1" IRON PIPE Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Corner: N1/4 Date: MAY 27, 1993 Located: Depth: Placed: P.K. NAIL P.I. of road NOT 1/4 corner Location: Tie 1: N&C COR. FE. POST S. 52.18' Tie 2: N&C FE. POST SW. 65.90' Tie 3: STEEL PIN INSLOPE NW. 47.02' Tie 4: STEEL PIN INSLOPE NE. 24.54' Remarks: THE 1/4 CORNER IS ON THE SOUTH SIDE OF ROAD IN FARM ENTRANCE; IN CENTERLINE OF ROAD IS A P.I. 3/4" IRON PIN 14.05' N. OF 1/4 COR.; TIES ARE FOR P.I. NOT 1/4 COR.
Corner: N1/4 Date: AUG. 26, 1994 Located: 3/4" IRON PIN & SURVEYORS CAP Depth: 2" BELOW GRADE Placed: Location: SOUTH EDGE OF SHOULDER Tie 1: CL END RCP NW. 55.3' Tie 2: CL END RCP N . 46.7' Tie 3: N&C PP SW. 99.05' Tie 4: Remarks:
Surveyor's Record Section 1
Surveyor's Record Section 36 |
Corner: NE Date: 1978 Located: NOTHING Depth: Placed: 3/8" R.L.S. PIN Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: NE Date: JULY 11, 2022 Located: 1" P.K. NAIL Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Corner: NE Date: APRIL 15, 1992 Located: R/R SPIKE Depth: AT SURFACE Placed: Location: Tie 1: STEEL PIN INSLOPE SE. 35.59' Tie 2: STEEL PIN INSLOPE SW. 28.82' Tie 3: STEEL PIN INSLOPE NW. 26.22' Tie 4: STEEL PIN INSLOPE NE. 40.04' Remarks:
Corner: NE Date: July 24, 1991 Located: 3/8" iron rod with plastic cap #12967 Depth: 0.1' Down Placed: Location: 9.2' south of centerline of east-west road and 2.5' west of centerline of abandoned road north Tie 1: West end of 15" RCP NW 35.6' Tie 2: Railroad spike in centerline of east-west road N/NW 9.73' Tie 3: Tie 4: Remarks: MN DNR LS Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 36
Surveyor?s Record Section 31
Surveyor's Record Section 6 |
Corner: W1/4 Date: JULY 11, 2022 Located: 3/4" REBAR Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Corner: W1/4 Date: JUNE 1, 1906 Located: Depth: Placed: STONES IN PIT, GOV. COR. Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
1866 Field Notes
Surveyor's Record Section 1
Surveyor's Record Section 2 |
Corner: CENTER Date: JULY 11, 2022 Located: Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Corner: CENTER Date: Located: FIELD STONE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Surveyor's Record Section 1 |
Corner: E1/4 Date: July 24, 1991 Located: 3/8" iron rod with plastic cap #12967 Depth: Down 0.1' Placed: Location: 19' south at right angle to centerline of road Tie 1: Capped 3/8" iron rod in bituminous N/NW 39.95' Tie 2: Nail & DNR Disc in S side of light pole SE 161.49' Tie 3: Capped 3/8" iron rod in grass area S/SE 33.00' Tie 4: Capped 3/8" iron rod in grass area down 0.1' W/SW 57.71' Remarks: MN DNR LS Corner Certification
Corner: E1/4 Date: 1978 Located: NOTHING Depth: Placed: 3/8" RLS PIN Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: JULY 11, 2022 Located: CAPPED IRON ROD Depth: Placed: Location: SEE CORNER CERT Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 6 |
Corner: SW Date: JUNE 1, 1906 Located: Depth: Placed: FENCE POST IN CORNER AT INTERSECTION, GOV. COR. Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: SW Date: JULY 11, 2022 Located: 1.5" IRON PIPE Depth: Placed: Location: SEE CORNER CERT. Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Joshua M Stern. LS 46169 Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 12 |
Corner: S1/4 No information.
1866 Field Notes
Surveyor's Record Section 1
Surveyor's Record Section 12 |
Corner: SE Date: 1978 Located: Depth: Placed: 3/8" RLS PIN Location: CORNER LIES APPROX. 10' WEST OF CL Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: SE Date: July 2, 1951 Located: Stone Monument Depth: Placed: 30" precast concrete monument with aluminum cap down 1' Location: 10' west of centerline of road Tie 1: Nail & disc in PP SW 96.57' Tie 2: Nail & disc in telephone pole NE 83.87' Tie 3: Nail & disc in corner fence post E 83.76' Tie 4: Remarks: MNDOT LS Corner Certification
Corner: SE Date: OCT. 2, 1900 Located: STONE MOUND Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: SE Date: June 12, 1991 Located: 3/8" iron rod with plastic cap #12967 Depth: Down 0.4' Placed: Location: 9.7' west of centerline of north-south road Tie 1: 3/4" iron rod flush next to steel fence post NW 44.39' Tie 2: 3/4" iron rod flush next to steel fence post E 51.47' Tie 3: 3/4" iron rod flush next to steel fence post SW 44.21' Tie 4: Remarks: MN DNR LS Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor's Record Section 6
Surveyor's Record Section 7 |