Township:

Section:

Corner: NW
Date:
Located: STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: COR. FE. POST NE. 44.90'
Tie 2: TP W/NW 55.60'
Tie 3:
Tie 4:
Remarks:


Corner: NW
Date: March 22, 2006
Located: Rebar
Depth:
Placed:
Location: Centerline of gravel road
Tie 1: Top center of telephone ped NW 71.8'
Tie 2: Nail & bottle cap in wood post N/NW 65.3'
Tie 3: Top of SE corner of power box NE 44.9'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: NW
Date: Feb. 6, 2012
Located: Rebar
Depth:
Placed:
Location: 6" Below Grade
Tie 1: N= 153110.564
Tie 2: E= 448114.110
Tie 3: Elev= 1660.630
Tie 4:
Remarks: Checked ties from corner certificate dated 6-27-06.


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. 23, 1992
Located: P.K. NAIL
Depth:
Placed:
Location:
Tie 1: SW. COR. CATCH BASIN, NE. 54.55'
Tie 2: NW. COR. CATCH BASIN SE. 45.53'
Tie 3:
Tie 4:
Remarks:


Corner: N1/4
Date: APRIL 4, 1978
Located: BRASS PLUG
Depth:
Placed:
Location:
Tie 1: PP NW. 49.98'
Tie 2: PP SE. 46.50'
Tie 3: SE. COR. OF C.B. NW. 49.05'
Tie 4: NE. COR. OF C.B. SW. 42.85'
Remarks:


Corner: N1/4
Date: OCTOBER 2, 2007
Located: Survey spike with cap 43844
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying


1866 Field Notes Meandering Corners


1866 Field Notes


Surveyor's Record Section 13


Surveyor's Record Section 12

Corner: NE
No information.


Surveyor's Record Section 13


Surveyor's Record Section 12


Surveyor?s Record Section 7


Surveyor?s Record Section 18

Corner: W1/4
Date: MARCH 22, 2006
Located: Bent Spike
Depth:
Placed: 5/8" rebar with cap #44563
Location: In gravel road and in line with fence to the east
Tie 1: Top center of telephone ped SE 190.1'
Tie 2:
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


1866 Field Notes


Surveyor's Record Section 13


Surveyor's Record Section 14

Corner: CENTER
No information.


Surveyor's Record Section 13

Corner: E1/4
Date: APRIL 11, 2006
Located: REBAR WITH UNREADABLE CAP.
Depth:
Placed:
Location: 12' east of centerline of TH 91
Tie 1: Top center of telephone ped S/SE 44.4'
Tie 2: Chiseled X in N end of 12" CMP NE 21.9'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


1866 Field Notes Meandering Corners Sec 13 106 43


Surveyor's Record Section 13


Surveyor?s Record Section 18

Corner: SW
Date: March 22, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: Intersections of gravel roads
Tie 1: Chiseled X in S end of box culvert SW 73.3'
Tie 2: Chiseled X in N end of box culvert NW 39.4'
Tie 3: Chiseled X in S end of box culvert SE 35.5'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification


Corner: SW
Date: MAY 4, 2010
Located: IRON MONUMENT W/ SURVEY CAP NO. 44563
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


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 3, 1996
Located: 12"x16" pointed field stone
Depth:
Placed: 1" pipe with seal #11943 at surface and 1/2" pipe next to the stone
Location: In centerline of east-west road and centerline of road to the north
Tie 1: Nail & seal in PP NE 47.73'
Tie 2: Nail & seal in PP SE 34.40'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


1866 Field Notes


Surveyor's Record Section 13


Surveyor's Record Section 24

Corner: SE
Date: July 2, 1951
Located: Nest of rocks and old fence post
Depth:
Placed: 30" precast concrete monument with aluminum cap
Location: 15.7' west of centerline of TH 91
Tie 1: Nail & Disc in top N end of CMP SW 30.41'
Tie 2: Nail & Disc in top N end of CMP SE 70.42'
Tie 3: Nail & Disc in telelphone pole NE 76.74'
Tie 4:
Remarks: MNDOT LS
Corner Certification


Corner: SE
Date: June 3, 1996
Located:
Depth:
Placed: 5/8" iron stake with seal #11943
Location: 15.7' west of centerline of TH 91
Tie 1: Reference Disc in culvert SW 30.41'
Tie 2: Reference Disc in telephone ped post NE 76.74'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


Surveyor's Record Section 13


Surveyor's Record Section 24


Surveyor?s Record Section 18


Surveyor?s Record Section 19

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