Corner: NW
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:
Corner: NW
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
Surveyor's Record Section 21
Surveyor's Record Section 17
Surveyor's Record Section 20
Surveyor's Record Section 16 |
Corner: N1/4
Date: March 22, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location: In line with fence to the south
Tie 1: Nails Xed in wood brace post NW 33.4'
Tie 2: Nails Xed in PP NE 37.3'
Tie 3: Nails Xed in wood fence post S 31.6'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 16 |
Corner: NE
Date: March 22, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location:
Tie 1: Nails Xed in wood gate post NW 37.1'
Tie 2: Nails Xed in wood gate post NE 45.6'
Tie 3: Nails Xed in wood gate post SW 37.7'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Surveyor's Record Section 21
Surveyor's Record Section 16
Surveyor's Record Section 15
Surveyor's Record Section 22 |
Corner: W1/4
Date: OCT. 19, 1926
Located:
Depth:
Placed: 1" X 30" IRON ROD
Location: IN EAST ROAD DITCH
Tie 1: FEN. COR. 17.2' EAST AND 8.0' SOUTH OF LINE
Tie 2: FEN. COR. 36.6' WEST AND NO LINE POSSIBLE
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Established Corner as Per Surveyor Record Book.
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 20 |
Corner: CENTER
No information.
Surveyor's Record Section 21 |
Corner: E1/4
No information.
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: SW
Date: JUNE 30, 1982
Located: STONE 10"x12"x15"
Depth: 33.5" BELOW SURFACE
Placed: 1" X 30" REBAR
Location: ABOVE HIGH POINT OF STONE & 3.5" BELOW GRADE
Tie 1: N&C YIELD SIGN POST SW. 32.01'
Tie 2: N&C COR. FE. POST SE. 59.88'
Tie 3: N&C BRACE POST S/SE 80.35'
Tie 4:
Remarks:
Corner: SW
Date: OCT. 19, 1926
Located:
Depth:
Placed: STONE
Location: ON EAST SIDE OF GRADE
Tie 1: COTTONWOOD SE. 21.9'
Tie 2: WILLOW SW. 46.0'
Tie 3: FEN. COR. NW. 44.5'
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Established and Placed Stone, No One Signed Surveyor Record Book.
Surveyor's Record Section 21
Surveyor's Record Section 20
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: S1/4
Date: MAY 13, 2002
Located:
Depth:
Placed: SET 1" IRON PIPE W/ CAP 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1866 Field Notes
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: SE
Date: MAY 13, 2002
Located:
Depth:
Placed: SET 1" IRON PIPE W/ CAP 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: OCT. 19, 1926
Located: OLD STONE MOUND & STAKE
Depth:
Placed: 4"x6"x14.5" LONG STONE, PILED STONES AROUND
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 21
Surveyor's Record Section 28
Surveyor's Record Section 22
Surveyor's Record Section 27 |
