Corner: NW
Date: OCT. 26, 1902
Located:
Depth:
Placed: STAKE MOUND AND PITS, SMALL LINE STONES BOTTOM STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: FEB. 14, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: DEC. 15, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: 17' SOUTH OF TH. 30 CENTER LINE AS PER MnDOT PLANS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: March 22, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location: On centerline of north-south road & 16' south of centerline of TH 30
Tie 1: Stop sign NW 62.9'
Tie 2: Street sign NE 68.3'
Tie 3: Stop sign SE 33.3'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 17
Surveyor's Record Section 7
Surveyor's Record Section 18
Surveyor's Record Section 8 |
Corner: N1/4
Date: DEC. 15, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: 17' SOUTH OF TH. 30 CENTER LINE AS PER MnDOT PLANS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: MARCH 22, 2006
Located: REBAR W/CAP NO. 23008
Depth: 4" DOWN
Placed:
Location: SHOULDER OF TH. 30, 16' SOUTH OF CENTERLINE, OPPOSITE A FENCE LINE RUNNING NORTH.
Tie 1: N. 103.6' TO PK NAIL IN WOOD FENCE POST.
Tie 2: E. 2629.57' TO NE. CORNER SECTION 17
Tie 3: W. 2613.92' TO NW. CORNER SECTION 17
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: N1/4
Date: FEB. 14, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 8 |
Corner: NE
Date: AUG. 2, 1927
Located:
Depth:
Placed: TRACTOR HOUSING TOP 8" X 12" STONE
Location:
Tie 1: FENCE COR. SW. 40.2'
Tie 2: FENCE COR. NE. 42.0'
Tie 3: TEL. POLE NW. 47.5'
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Placed Mon; No One Signed Surveyor Record Book.
Corner: NE
Date: DEC. 14, 1998
Located:
Depth:
Placed: 5/8" IRON STAKE W/ CAP NO. 23008
Location: 17' SOUTH OF TH. NO. 30, CENTER LINE AS PER MnDOT PLANS
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: 1940
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST SW. 63.5'
Tie 2: TACK IN TEL. POLE SE. 79.3'
Tie 3:
Tie 4:
Remarks: AS PER OLD SURVEYOR RECORD BOOK.
Corner: NE
Date: JULY 1, 1983
Located: 1/2" STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: N&C TEL. PED. POST NW. 89.79'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: MARCH 22, 2006
Located: REBAR WITH UNREADABLE CAP
Depth:
Placed:
Location: CENTERLINE OF 20TH AVE. AND ABOUT 14' SOUTH FROM THE CENTERLINE OF TH. 30.
Tie 1: NE. 83.3' TO STEEL POST OF STREET SIGN.
Tie 2: SE. 41.9' TO STEEL POST OF STOP SIGN.
Tie 3: NW. 71.7' TO STEEL POST OF STOP SIGN.
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 17
Surveyor's Record Section 8
Surveyor's Record Section 9
Surveyor's Record Section 16 |
Corner: W1/4
Date: FEB. 14, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date:
Located: STONE
Depth:
Placed: STONE ON TOP
Location: FENCE LINE EAST AND WEST ON LINE
Tie 1: TACK IN TEL. POLE E. ON LINE 32.2'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: March 23, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location:
Tie 1: Nails Xed in wood post NW 39.2'
Tie 2: Nails Xed in wood post NE 79.8'
Tie 3: Top center telephone ped SE 172.5'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 18 |
Corner: CENTER
No information.
Surveyor's Record Section 17 |
Corner: E1/4
Date: FEB. 14, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
Date: AUG. 2, 1927
Located: STONE 10"x10"x16" GREY
Depth:
Placed:
Location:
Tie 1: FE. COR. 34.3' WEST & 8.5' SOUTH OF LINE.
Tie 2: FE. COR. 21.5' EAST & 3.5' SOUTH OF LINE.
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Located Stone, No One Signed Surveyor Record Book.
Corner: E1/4
Date: March 22, 2006
Located: Nail
Depth:
Placed: 5/8" rebar with cap #44563
Location: In gravel road
Tie 1: Nails Xed in PP SW 49.3'
Tie 2: Chiseled X in N end of 18" CMP E/SE 36.4'
Tie 3: Chiseled X in S end of 18" CMP SE 65.6'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: SW
Date:
Located: STONE
Depth:
Placed: STONE ON TOP
Location:
Tie 1: TACK IN LIGHT POLE SW. 65.0'
Tie 2: TWO SPIKE IN BLAZED WILLOW TREE NW. 46.5'
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: March 22, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: At intersection of gravel roads
Tie 1: Top of SW corner of power box NW 58.3'
Tie 2: Top center of telephone ped NE 66.4'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 17
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 20 |
Corner: S1/4
Date: March 22, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: 31' west of fence to the south
Tie 1: Nails Xed in wood post NE 43.6'
Tie 2: Nails Xed in wood fence post SE 47.4'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor's Record Section 17
Surveyor's Record Section 20 |
Corner: SE
Date: March 22, 2006
Located: Bent rebar
Depth:
Placed: 5/8" rebar with cap #44563
Location: At the intersection of roads
Tie 1: Top of NE corner of power box SW 69.5'
Tie 2: Chiseled X in W end of 36" RCP NW 38.1'
Tie 3: Top center telephone ped NE 58.8'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SE
Date: AUG. 2, 1927
Located: STONE
Depth:
Placed:
Location: IN GRADE
Tie 1: FE. COR. 45.5' NW.
Tie 2: FE. COR. 35' NE.
Tie 3: HIGHLINE POLE 103.2' SE.
Tie 4: LINE OF POLES 29.0' S.
Remarks:
Surveyor's Record Section 17
Surveyor's Record Section 20
Surveyor's Record Section 16
Surveyor's Record Section 21 |
