Corner: NW
Date: Dec. 5, 2012
Located: 10"x10" Stone
Depth: 3.4' Below Surface
Placed:
Location: Centerline of Twp Rd and in line with Fence South.
Tie 1: N= 226836.37
Tie 2: E= 569127.29
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Surveyor?s Record Section 2
Surveyor?s Record Section 3 |
Corner: N1/4
No information.
Surveyor?s Record Section 2 |
Corner: NE
Date: DEC. 28, 2004
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner: NE
Date: OCT. 30, 1974
Located: FIELD STONE
Depth: 24" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SW. 58.52'
Tie 2: N&C BRACE POST TO GATE POST NE. 73.03'
Tie 3: STEEL FE. POST PAINTED RED NW. 54.63'
Tie 4:
Remarks:
Surveyor?s Record Section 2
Surveyor Record Section 1 |
Corner: W1/4
Date: Dec. 5, 2012
Located:
Depth:
Placed:
Location: Accepcted the existing wood fence corner post with fences running north, south, east and west. This fits practical location.
Tie 1: N= 224302.39
Tie 2: E= 569155.89
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 3 |
Corner: CENTER
No information.
Surveyor?s Record Section 2 |
Corner: E1/4
Date: SEPT. 18, 2008
Located: P.K. NAIL
Depth: At Surface
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: E1/4
Date: OCT. 30, 1974
Located: FIELD STONE
Depth: 3.5" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C BRACE POST SW. 49.78'
Tie 2: N&C COR. POST E. 50.34'
Tie 3: N&C BRACE POST NE. 52.12'
Tie 4:
Remarks:
Corner: E1/4
Date: SEP. 14, 2020
Located: P.K. NAIL
Depth: FLUSH WITH GRADE
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NE 34.70'
Tie 2: NO. 3 REBAR WITH REF. CAP SE 33.50'
Tie 3: NO. 3 REBAR WITH REF. CAP SW 31.90'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 2
Surveyor Record Section 1 |
Corner: SW
Date:
Located:
Depth:
Placed: IRON PIN ASSUMED
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: SEP. 12, 2020
Located: 8"X8"X12" STONE DOWN 1.1' WITH 1" SQUARE IRON BAR ON NORTHWEST SIDE
Depth:
Placed:
Location:
Tie 1: CAUTION SIGN NW 61.08'
Tie 2: CAUTION SIGN NW 29.39'
Tie 3: NO. 4 REBAR WITHOUT CAP, FLUSH SW 39.97'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 2
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 11 |
Corner: S1/4
Date: SEPT. 12, 2020
Located: MAG NAIL
Depth: FLUSH WITH ASPHALT
Placed:
Location: ON CENTERLINE
Tie 1: MAG NAIL IN EAST FACE CORNER POST, N-W FENCE LINE NE 47.96'
Tie 2: MAG NAIL IN EAST FACE OF POWER POLE SW 48.64'
Tie 3: NO. 3 REBAR WITHOUT CAP SE 32.46'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: APRIL 4, 1991
Located: 3/4" REBAR
Depth: 0.6' BELOW GRADE
Placed: IRON PIN ASSUMED
Location:
Tie 1: N&C PP SW. 50.93'
Tie 2: N&C COR. FE. POST NE. 48.66'
Tie 3: 3/8" REBAR SE. 32.52'
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
Corner: SE
Date: OCT. 30, 1974
Located: FIELD STONE
Depth: 28" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C COR POST NE. 59.30'
Tie 2: N&C BRACE POST E/NE. 68.10'
Tie 3: N&C YIELD SIGN POST SW. 60.98'
Tie 4:
Remarks:
Corner: SE
Date: SEPT. 18, 2008
Located: P.K. NAIL
Depth: At Surface
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: APRIL 4, 1991
Located: STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: 3/8" REBAR NE. 53.97'
Tie 2: 3/8" REBAR SW. 79.55'
Tie 3: 3/8" REBAR SE. 54.43'
Tie 4:
Remarks:
Corner: SE
Date: SEPT. 02,2020
Located: P.K. NAIL
Depth: FLUSH IN ASPHALT
Placed:
Location:
Tie 1: SEE ATTACHED CERT.
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 2
Surveyor?s Record Section 11
Surveyor Record Section 1
Surveyor?s Record Section 12 |
