Corner: NW
Date: Oct. 6, 2000
Located: 14"x14"x16" Stone
Depth:
Placed: 5/8" rebar with seal #11943 at road surface
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: NW
Date: Aug. 20, 2014
Located: 5/8" Rebar with seal #11943
Depth: 0.3" below surface
Placed:
Location: center of intersection
Tie 1: N= 195550.705
Tie 2: E= 427184.443
Tie 3: Elev= 1712.882
Tie 4:
Remarks:
Corner: NW
Date: July 5, 2007
Located: 5/8" rebar capped #11943
Depth:
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 39.62'
Tie 2: 3/8" rebar down 0.5' below surface NE 42.30'
Tie 3: Ground Rod on N side of PP SW 50.28'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: NOV. 10, 2022
Located: 5/8" REBAR WITH CAP 11943.
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN E FACE OF PP. NW 115.71'
Tie 2: 3/8" REBAR WITH REF. CAP. SE 33.70'
Tie 3: MAG NAIL IN W FACE OF PP. NE 80.21'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 5
Surveyor?s Record Section 31
Surveyor's Record Section 6
Surveyor?s Record Section 32 |
Corner: N1/4
Date: NOV. 29, 2022
Located: NOTHING
Depth:
Placed: 1/2" REBAR WITH CAP 56488.
Location: ONLINE AND AT MIDPOINT.
Tie 1: SURVEY SPIKE IN NW FACE OF PP 1.1' UP. SW 140.12'
Tie 2: 1/2" REBAR CAP WITH REF. POINT. SW 11.15'
Tie 3: SURVEY SPIKE IN NE FACE OF PP 1.3' UP. SE 204.56'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: Nov. 14, 2001
Located: Nothing
Depth:
Placed: 1" pipe at road surface
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 5
Surveyor?s Record Section 32 |
Corner: NE
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: 2" BELOW GRADE
Tie 1: N&C PP NE. 57.30'
Tie 2: N&C PP NW. 57.25'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: NOV. 10, 2022
Located: 5/8" REBAR
Depth: 0.4' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN THE SE FACE OF TELE. PED. NW 59.49'
Tie 2: MAG NAIL IN NE FACE OF FENCE CORNER. SW 57.43'
Tie 3: MAG NAIL IN W FACE OF LONE POST. SE 155.65'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 5
Surveyor?s Record Section 32
Surveyor?s Record Section 33
Surveyor's Record Section 4 |
Corner: W1/4
Date: NOV. 11, 2022
Located: 1" IRON PIPE WITH CAP 11943
Depth: 0.3' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: NAIL AND SEAL IN TOP OF FENCE CORNER. NW 31.58'
Tie 2: NAIL AND SEAL IN TOP OF FENCE POST. SW 42.74'
Tie 3: 3/8" REBAR WITH REF. CAP. SE 13.40'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: Nov. 14, 2001
Located: Stone 8"x2"x20" long
Depth: 3' down
Placed: Iron pipe at road surface
Location:
Tie 1: Nail & seal in fence post W 31.58'
Tie 2: Nail & seal in fence post SW 42.74'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 5
Surveyor's Record Section 6 |
Corner: CENTER
No information.
Surveyor's Record Section 5 |
Corner: E1/4
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST W. 33.8'
Tie 2: TACK IN BLAZED FENCE POST NW. 41.2'
Tie 3: TACK IN COR. FE. POST E. 39.2'
Tie 4:
Remarks:
Corner: E1/4
Date: NOV. 10, 2022
Located: 1/2" REBAR IN BROKEN CONC.
Depth: 0.2' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN EAST FACE OF LONE POST. NW 49.50'
Tie 2: MAG NAIL IN WEST FACE OF PP. SE 47.95'
Tie 3: 3/8" REBAR WITH REF. CAP. NE 41.76'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: E1/4
Date: 1969
Located: CONC. MON.
Depth: 3" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C COR. POST WEST 51.40'
Tie 2: CULV. NUT NE. 52.65'
Tie 3:
Tie 4:
Remarks:
1866 Field Notes
Surveyor's Record Section 5
Surveyor's Record Section 4 |
Corner: SW
Date: NOV. 10, 2022
Located: 5/8" REBAR WITH CAP 11943.
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1: NAIL W/SEAL IN TOP OF FENCE CORNER. NW 53.38'
Tie 2: MAG NAIL IN TOP OF FENCE CORNER. SW 50.44'
Tie 3: 3/8" REBAR WITH REF. CAP. SE 47.14'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: Nov. 14, 2001
Located: Nothing
Depth:
Placed: 5/8" rebar with seal #11943
Location:
Tie 1: Nail & seal in corner fence post SW 50.44'
Tie 2: Nail & seal in corner fence post NW 53.38'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 5
Surveyor's Record Section 6
Surveyor's Record Section 7
Surveyor's Record Section 8 |
Corner: S1/4
Date: NOV. 29, 2022
Located: 10" ROUND STONE
Depth: 0.4' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: SE CORNER OF TRANS BOX. NW 57.68'
Tie 2: MAG NAIL ON TOP OF TELE PED. NE 44.24'
Tie 3: MAG NAIL ON TOP OF FENCE POST. NE 56.08'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: June 29, 2007
Located: Stone
Depth: 0.4' down
Placed:
Location:
Tie 1: Nail in W side of 6" tree up 4' NE 51.70'
Tie 2: 3/8" rebar down 0.5' below surface SE 35.31'
Tie 3: PK Nail in W side of wood post up 3' S 24.86'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: MAY 18, 2023
Located: SEE CORNER CERT.
Depth:
Placed: 1/2" REBAR WITH ORANGE LS 56488
Location: SEE CORNER CERT.
Tie 1: MAG NAIL ON TOP OF FENCE POST. NE 64.79'
Tie 2: MAG NAIL ON TOP OF TELE PED. NE 51.12'
Tie 3: SE CORNER OF TRANS BOX. NW 40.77'
Tie 4:
Remarks: THIS DOCUMENT REPLACES THE CORNER CERT DATED NOV. 29, 2022. Westwood Professional Services
Corner Certification
1866 Field Notes
Surveyor's Record Section 5
Surveyor's Record Section 8 |
Corner: SE
Date: 1969
Located: CONC. MON.
Depth: 10" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: CULV. NUT SW. 37.60'
Tie 2: CULV. NUT SE. 42.40'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. POST SE. 45.3'
Tie 2: TACK IN COR. FENCE POST SW. 48.5'
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: NOV. 10, 2022
Located: 1/2" REBAR WITH ILLEGIBLE CAP.
Depth: 0.3' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN SE FACE TEL PED. NW 61.08'
Tie 2: 3/8" REBAR WITH REF. CAP. NE 38.55'
Tie 3: 3/8" REBAR WITH REF. CAP. SE 34.29'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 4
Surveyor's Record Section 9 |
