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 |