Township:

Section:

Corner: NW
Date: OCTOBER 10, 2001
Located: 1" IRON PIPE WITH CAP NO. 11943
Depth:
Placed:
Location: OVER STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Surveyor?s Record Section 31


Surveyor?s Record Section 30

Corner: N1/4
Date: July 5, 2007
Located: 1/2" capped iron pipe with seal #11943
Depth: Down 0.4'
Placed:
Location:
Tie 1: 3/8" rebar down 0.5' below surface NW 31.34'
Tie 2: 3/8" rebar down 0.5' below surface NE 25.50'
Tie 3: 3/8" rebar down 0.5' below surface SE 24.10'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: N1/4
Date: Oct. 5, 2001
Located: Large field stone
Depth:
Placed: Pipe with seal #11943 at the road surface
Location:
Tie 1: Nail & seal #11943 in top of end fence post S 43.55'
Tie 2: Nail & seal #11943 in PP NE 79.90'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


1866 Field Notes


Surveyor?s Record Section 31


Surveyor?s Record Section 30

Corner: NE
Date: Oct. 6, 2000
Located: 12"x8"x3" Stone
Depth:
Placed: 5/8" rebar with seal #11943 at road surface
Location:
Tie 1: Nail & seal in PP NE 45.02'
Tie 2: Nail & seal in corner fence post SE 39.20'
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification


Corner: NE
Date: July 5, 2007
Located: 5/8" capped iron pipe with seal #11943
Depth: Down 0.5'
Placed:
Location:
Tie 1: PK Nail in wood corner fence post NE 48.85'
Tie 2: Nail & Disc #11943 on top wood corner fence post SE 38.94'
Tie 3: Shot ground on N side of PP SW 50.59'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor?s Record Section 31


Surveyor?s Record Section 30


Surveyor?s Record Section 29


Surveyor?s Record Section 32

Corner: W1/4
Date: July 25, 2007
Located:
Depth:
Placed: 3/8" capped rebar with seal #40853 down 0.3'
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Surveyor?s Record Section 31

Corner: CENTER
No information.


Surveyor?s Record Section 31

Corner: E1/4
Date: Oct. 6, 2000
Located: Nothing
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: E1/4
Date: Aug. 20, 2014
Located: 5/8" Rebar with seal #11943
Depth: 0.3' below surface
Placed:
Location: Centerline of north-south road
Tie 1: N= 198197.723
Tie 2: E= 427180.751
Tie 3: Elev= 1726.374
Tie 4: Elev= 1726.374
Remarks:


Corner: E1/4
Date: July 5, 2007
Located: 5/8" capped iron pipe with seal #11943
Depth: Down 0.4'
Placed:
Location:
Tie 1: PK Nail in E side of wood post up 4.0' N/NW 53.23'
Tie 2: PK Nail in E side of wood post up 4.0' NW 48.53'
Tie 3: PK Nail in E side of wood corner post up 4.0' SW 53.14'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1866 Field Notes


Surveyor?s Record Section 31


Surveyor?s Record Section 32

Corner: SW
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: SW
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 31


Surveyor's Record Section 6

Corner: S1/4
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: S1/4
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: S1/4
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 31


Surveyor's Record Section 6

Corner: SE
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: SE
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: SE
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: SE
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 31


Surveyor's Record Section 6


Surveyor?s Record Section 32


Surveyor's Record Section 5

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