Township:

Section:

Corner: NW
Date: July 25, 2007
Located: 8"x8" Stone with 1-107-44 carved in it
Depth: Down 3.0'
Placed: 3/8" capped rebar with seal #40853 down 0.3'
Location:
Tie 1: 3/8" rebar down 0.4' below surface NW 49.20'
Tie 2: 3/8" rebar down 0.4' below surface NE 44.71'
Tie 3: PK Nail in W side of wood post up 3.0' SE 46.52'
Tie 4: PK Nail in E side of wood post up 2.5' SW 50.33'
Remarks: Westwood Professional Services
Corner Certification


Corner: NW
Date: NOV. 11,2022
Located: 3/8" REBAR WITH ILLEGIBLE CAP
Depth: 0.2' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN NE FACE OF LONE FENCE POST. SW 50.33'
Tie 2: MAG NAIL IN THE SOUTH FACE OF PP. NW 113.04'
Tie 3: MAG NAIL IN WEST FACE OF PP. NE 42.46'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 6


Surveyor?s Record Section 31

Corner: N1/4
Date: Aug. 20, 2014
Located: 3/8" Rebar with seal #40853
Depth: 0.4' below surface
Placed:
Location: 1' north of east-west road
Tie 1: N= 195560.212
Tie 2: E= 424483.510
Tie 3: Elev= 1731.060
Tie 4:
Remarks:


Corner: N1/4
Date: July 25, 2007
Located: 8"x10" Stone
Depth: Down 3.0'
Placed: 3/8" capped rebar with seal #40853 down 0.3'
Location:
Tie 1: PK Nail in N end of culvert NW 33.55'
Tie 2: 3/8" rebar down 0.5' below surface NE 15.72'
Tie 3: PK Nail in S end of culvert SW 34.16'
Tie 4: PK Nail in W side of wood post by telephone ped SE 75.27'
Remarks: Westwood Professional Services
Corner Certification


Corner: N1/4
Date: NOV. 10, 2022
Located: 3/8" REBAR
Depth: 0.4' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN TOP OF CULVERT. NW 35.55'
Tie 2: MAG NAIL IN TOP OF CULVERT. SW 34.16'
Tie 3: MAG NAIL IN WEST FACE OF TELE PED. SE 73.00'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 6


Surveyor?s Record Section 31

Corner: NE
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: NE
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


Corner: NE
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: NE
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:


Surveyor's Record Section 6


Surveyor?s Record Section 31


Surveyor?s Record Section 32


Surveyor's Record Section 5

Corner: W1/4
Date: NOV. 29, 2022
Located: NOTHING
Depth:
Placed: 1/2" REBAR WITH CAP 56488
Location: ONLINE BETWEEN CONTROLLING CORNERS AND IN LINE WITH FENCE RUNNING EAST.
Tie 1: 1/2" REBAR WITH REF. CAP. NW 39.28'
Tie 2: 1/2" REBAR WITH REF. CAP. SW 50.62'
Tie 3: MAG NAIL IN TOP OF CMP S. NE 194.02'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 6

Corner: CENTER
No information.


Surveyor's Record Section 6

Corner: E1/4
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: E1/4
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 6


Surveyor's Record Section 5

Corner: SW
Date: NOV. 29, 2022
Located: NOTHING
Depth: 0.3' BELOW THE ROAD SURFACE.
Placed: 1/2" REBAR WITH CAP 56488
Location: SEE CORNER CERT.
Tie 1: CHISELD X IN THE CONC. BOX CULVERT. NW 30.53'
Tie 2: CHISELD X IN THE CONC. BOX CULVERT. NE 30.85'
Tie 3: MAG NAIL IN TOP OF CULVERT. SW 37.24'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor's Record Section 6


Surveyor's Record Section 7

Corner: S1/4
Date: NOV. 10, 2022
Located: NAIL OVER SPIKE WITH RIBBON AND T-POST WITH RIBBON BELOW OTHER MON.
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN SOUTH FACE OF FENCE CORNER. NE 32.97'
Tie 2: MAG NAIL IN SOUTH FACE OF FENCE CORNER. NE 35.51'
Tie 3: MAG NAIL IN NORTH FACE OF FENCE CORNER. SW 38.97'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1866 Field Notes


Surveyor's Record Section 6


Surveyor's Record Section 7

Corner: SE
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: SE
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 6


Surveyor's Record Section 7


Surveyor's Record Section 5


Surveyor's Record Section 8

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