Corner: NW
Date: APR. 17, 1992
Located: 1/2" IRON PIN
Depth: 4" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP NE. 45.40'
Tie 2: GATE POST N/NW 54.66'
Tie 3: PP LINE TO SOUTH, EAST 32.0'
Tie 4: TEL. PED. SW. 47.00'
Remarks:
Corner: NW
Date: Aug. 27, 2020
Located: 0.5" SQUARE BAR
Depth: FLUSH WITH GRADE
Placed:
Location:
Tie 1: TELEPHONE PEDESTAL SW 46.94'
Tie 2: NORTHWEST NATURAL GAS SIGN SE 44.25'
Tie 3: NAIL & BOTTLE CAP IN NW FACE OF POWER POLE NE 45.43'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: JUNE 12, 2012
Located: 3/4" PIPE
Depth: DOWN 4"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 182013.826
Tie 2: E = 574705.458
Tie 3: ELEV. = 1462.153
Tie 4:
Remarks: TIES ARE GOOD.
Surveyor?s Record Section 13
Surveyor?s Record Section 11
Surveyor?s Record Section 14
Surveyor?s Record Section 12 |
Corner: N1/4
Date: NOV. 15, 2002
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: 1954
Located: IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.7'
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 137.43'
Tie 2: NAIL & DISK IN TOP OF CORNER FENCE POST SW 33.35'
Tie 3: MAG NAIL IN SE FACE OF POWER POLE NE 121.48'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 13
Surveyor?s Record Section 12 |
Corner: NE
Date: NOV. 15, 2002
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 13
Surveyor?s Record Section 12 |
Corner: W1/4
Date: Aug. 27, 2020
Located: 3/4" IRON PIPE
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN WEST FACE OF POWER POLE NE 133.63'
Tie 2: MAG NAIL IN WEST FACE OF POWER POLE SE 152.92'
Tie 3: WHITE PVC POST NW 32.66'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: ARP. 17, 1992
Located: OLD SPIKE
Depth: 8" BELOW GRADE
Placed: 3/4"x24" IRON PIN
Location: 4" BELOW GRADE
Tie 1: N&C PP NE. 134.70'
Tie 2: N&C PP SE. 153.40'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 13
Surveyor?s Record Section 14 |
Corner: CENTER
Date: 1954
Located: IRON STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 13 |
Corner: E1/4
Date: JUNE 12, 2012
Located: 1 1/2" X 1 1/2" STEEL STAKE.
Depth: DOWN 10"
Placed:
Location: 3' EAST OF CENTERLINE OF ROAD.
Tie 1: N = 181994.950
Tie 2: E = 580030.681
Tie 3: ELEV. = 1424.198
Tie 4:
Remarks: NO TIES
Corner: E1/4
Date: 1954
Located: IRON STAKE
Depth:
Placed:
Location: IN GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 13 |
Corner: SW
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: SW
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
Corner: SW
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:
Surveyor?s Record Section 13
Surveyor?s Record Section 14
Surveyor's Record Section 23
Surveyor's Record Section 24 |
Corner: S1/4
Date: JUNE 12, 2012
Located: BARN SPIKE THAT IS BENT OVER
Depth: DOWN 4"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 179366.249
Tie 2: E = 577373.136
Tie 3: ELEV. = 1449.072
Tie 4:
Remarks: TIES ARE GOOD. MURRAY CO. BELIEVES THIS IS AN ASSUMED CORNER.
Corner: S1/4
Date: 1963
Located: 3/4" IRON STAKE
Depth:
Placed: STEEL PIN
Location: 1" BELOW GRADE
Tie 1: CENTER C.S.P. WEST END SOUTH SIDE 37.36'
Tie 2: TOP CENTER C.S.P. EAST END SOUTH SIDE 50.28'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Sept. 13, 2017
Located: 60d Spike Down 0.2' (REMOVED)
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Down 0.5'
Location: On Centerline of CSAH 11, In line with the Field Division South & In line with the Centerline of the Field Rd Heading North.
Tie 1: N- 179366.179, E- 577372.392
Tie 2: Mag Nail placed on the west end of the 15" CMC on the top NW 42.88'
Tie 3: Mag Nail placed on the east end of the 15" CMC on the top NE 44.55'
Tie 4:
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor?s Record Section 13
Surveyor's Record Section 24 |
Corner: SE
Date: March 20, 1985
Located: 3/4"x17" iron pipe over a 3/4"x26" iron rod
Depth: Flush and down 17"
Placed:
Location: 1.5' west of centerline of north-south road & on line with centerline of east-west road
Tie 1: Nail & bottle cap in E side of PP up 1' NW 113.96'
Tie 2: Concrete Nail E end of 24" CMP SE 64.68'
Tie 3: Concrete Nail W end of 24" CMP SW 64.53'
Tie 4: Nail & bottle cap in NW side of PP up 3' SW 58.44'
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: Nov. 7, 2017
Located: 3/4" Iron Pipe Flush with the Road Surface.
Depth:
Placed:
Location: On Centerline of the N-S-E-W Roads.
Tie 1: N- 179359.130, E- 580042.176
Tie 2: Concrete nail in the east end of the CMC SE 64.66'
Tie 3: Concrete nail in the east end of the CMC SW 64.54'
Tie 4: Nail & bottle cap UP 3.0' NW 113.80' , Nail & bottle cap UP 1.0' SW 58.40'
Remarks: MN DNR LS
Corner Certification
Corner: SE
Date: 1963
Located: R/R SPIKE (ASSUMED)
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP SW. 58.45'
Tie 2: N&C PP NW. 113.39'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: JUNE 12, 2012
Located: STEEL PIPE
Depth: DOWN 3"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 179359.152
Tie 2: E = 580042.450
Tie 3: ELEV. = 1427.016
Tie 4:
Remarks: TIES ARE GOOD.
Surveyor?s Record Section 13
Surveyor's Record Section 24 |
