Corner: NW
Date: NOV. 14, 1901
Located:
Depth:
Placed: STAKE
Location: IN SIDE OF HILL
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor?s Record Section 12
Surveyor?s Record Section 13
Surveyor's Record Section 7 |
Corner: N1/4
Date: NOV. 14, 1901
Located:
Depth:
Placed: STONE 8"x10"x24" GREY
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
1861 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 7 |
Corner: NE
Date: MAR. 12, 2012
Located: RAILROAD SPIKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: NOV. 14, 1901
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: STONE IS 2 RODS EACH WAY FROM BOX ELDER IN SEC. 18
Corner: NE
Date: Feb 7, 1934
Located: Conc. Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 7
Surveyor's Record Section 8
Surveyor's Record Section 17 |
Corner: SW
Date: NOV. 08, 2021
Located:
Depth:
Placed: 1/2" X 18" REBAR CAPPED "RLS 57085"
Location:
Tie 1: MAG NAIL IN NORTH END OF CMP. NW 35.65'
Tie 2: SET 3/8" REBAR WITH REFERENCE CAP. NE 36.80'
Tie 3: "t" INSCRIBED IN THE NORTH END OF RCP PIPE.
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 18
Surveyor?s Record Section 13
Surveyor?s Record Section 24
Surveyor's Record Section 19 |
Corner: S1/4
Date: NOV. 08, 2021
Located:
Depth:
Placed: NO. 4 REBAR CAPPED "RLS 57085".
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN TOP OF TELEPHONE PED. NW 83.10'
Tie 2: 3/8" REBAR WITH REFERENCE CAP. NE 33.87'
Tie 3: 3/8" REBAR WITH REFERENCE CAP. SW 53.45'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 19 |
Corner: SE
Date: AUG. 8, 1980
Located: FIELD STONE
Depth: 13" BELOW GRADE
Placed: IRON PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST NW. 51.10'
Tie 2: N&C PP SW. 79.07'
Tie 3: N&C TEL. PED. NE. 98.77'
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 17
Surveyor's Record Section 20 |
