Township:

Section:

Corner: NW
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


Corner: NW
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


Surveyor's Record Section 8


Surveyor's Record Section 6


Surveyor's Record Section 7


Surveyor's Record Section 5

Corner: N1/4
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: N1/4
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: N1/4
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 8


Surveyor's Record Section 5

Corner: NE
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: NE
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: NE
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 8


Surveyor's Record Section 5


Surveyor's Record Section 4


Surveyor's Record Section 9

Corner: W1/4
Date: Oct. 14, 2001
Located: Nothing
Depth:
Placed: 1" iron pipe with seal #11943
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


1866 Field Notes


Surveyor's Record Section 8


Surveyor's Record Section 7

Corner: CENTER
No information.


Surveyor's Record Section 8

Corner: E1/4
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN BLAZED ASH SW. 57.8'
Tie 2: TACK IN BLAZED NW. 66.0'
Tie 3:
Tie 4:
Remarks:


Corner: E1/4
Date: 1969
Located: CONC. MON.
Depth: 6" BELOW GRAVEL SURFACE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C PP NW. 51.80'
Tie 2: N&C COR. POST EAST 50.20'
Tie 3: CULV. NUT NW. 46.30'
Tie 4:
Remarks:


1866 Field Notes


Surveyor's Record Section 8


Surveyor's Record Section 9

Corner: SW
Date: Oct. 10, 2001
Located: 12" field stone
Depth:
Placed: 1" iron pipe with seal #11943
Location:
Tie 1: Nail & seal in ped SE 98.19'
Tie 2: Nail & seal in corner fence post SW 51.93'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


Surveyor's Record Section 8


Surveyor's Record Section 7


Surveyor's Record Section 18


Surveyor's Record Section 17

Corner: S1/4
Date: June 29, 2007
Located: Capped iron #4260
Depth:
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 28.80'
Tie 2: 3/8" rebar down 0.5' below surface NE 32.61'
Tie 3: 3/8" rebar down 0.5' below surface SW 38.78'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1866 Field Notes


Surveyor's Record Section 8


Surveyor's Record Section 17

Corner: SE
Date: AUG. 27, 1936
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: EDGE OF CONC. COR. POST NW. 47.5'
Tie 2: TACK IN COR. POST NE. 47.3'
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: 1969
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: CULV. NUT SW. 38.00'
Tie 2: CULV. NUT SE. 41.95'
Tie 3: N&C PP NW. 58.00'
Tie 4:
Remarks:


Surveyor's Record Section 8


Surveyor's Record Section 17


Surveyor's Record Section 9


Surveyor's Record Section 16

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