Corner: NW
Date: JULY 10, 1899
Located: OLD STAKE
Depth:
Placed: STONE
Location:
Tie 1: TACK IN COR. FE. POST SW. 45.9'
Tie 2: TACK IN COR. FE. POST NE. 36.6'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Sept. 20, 2007
Located: FIP 1 1/2" pin
Depth: Down 1' below surface
Placed:
Location: In centerline of north-south and east-west roads
Tie 1: Nails forming X in E side of PP SW 49.42'
Tie 2: Nails forming X in S side of PP NW 49.21'
Tie 3: PK Nail in S side of PP NE 46.26'
Tie 4: PK Nail in N side of PP SE 49.18'
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 31 |
Corner: N1/4
Date: Sept. 28, 1999
Located: Field stone
Depth: 3' below surface
Placed: 5/8" iron next to stone and a 1" iron pipe with seal #11943 at surface
Location:
Tie 1: Nail & seal in gate post NW 37.75'
Tie 2: Steel corner fence post N 34.60'
Tie 3: Steel fence post, second east NE 48.20'
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Corner: N1/4
Date: Sept. 20, 2007
Located: FIP RLS #11943
Depth: Down 0.3' below surface
Placed:
Location: In centerline of east-west road
Tie 1: Disc on top of wood post NW 37.82'
Tie 2: PK Nail in E end of culvert SE 23.36'
Tie 3: PK Nail in W end of culvert SW 36.24'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 31 |
Corner: NE
Date: SEPT. 13, 1927
Located: STONE 10" X 16" X 18"
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Russell Gamble L. Wilson Located Stone Monument as Per Surveyor Record Book.
Corner: NE
Date: Sept. 20, 2007
Located: FIP RLS #11943
Depth: Down 0.4' below surface
Placed:
Location: In centerline of north-south and east-west roads
Tie 1: 3/8" rebar down 0.4' below surface NE 36.37'
Tie 2: PK Nail in E end of culvert SE 41.74'
Tie 3: PK Nail in W end of culvert SW 36.94'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: Sept. 28, 1999
Located: Pointed field stone
Depth: 2' below surface
Placed: 5/8" iron next to stone and a 1" iron pipe with seal #11943 at surface
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
Surveyor's Record Section 6
Surveyor's Record Section 31
Surveyor's Record Section 32
Surveyor's Record Section 5 |
Corner: W1/4
No information.
Surveyor's Record Section 6 |
Corner: CENTER
No information.
Surveyor's Record Section 6 |
Corner: E1/4
Date: March 23, 2006
Located: 1" iron pipe with cap #3106
Depth:
Placed:
Location:
Tie 1: Nails Xed in PP W/NW 39.0'
Tie 2: Nails Xed in PP SW 137.1'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: E1/4
Date: June 23, 2016
Located: Iron Stake Over Stone
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1866 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 5 |
Corner: SW
No information.
Surveyor's Record Section 6
Surveyor's Record Section 7 |
Corner: S1/4
Date: June 23, 2016
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: S1/4
Date: Sept. 23, 1999
Located: Field stone with 5/8"x20" smooth iron next to it
Depth:
Placed: 5/8" iron with seal #11943 at surface
Location:
Tie 1: Nail & seal in 20" Ash Tree NE 47.35'
Tie 2:
Tie 3:
Tie 4:
Remarks: Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 6
Surveyor's Record Section 7 |
Corner: SE
Date: March 23, 2006
Located: Nail
Depth:
Placed: 5/8" rebar with cap #44563
Location: Intersection of centerline of gravel roads
Tie 1: Top center of telephone ped NW 61.0'
Tie 2: Nails Xed in PP NE 38.9'
Tie 3: Top NW corner of power box SW 48.4'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SE
Date: June 23, 2016
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: OCT. 25, 1901
Located:
Depth:
Placed: GOV. MOUND, STAKE, PITS AND STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: GOV. STAKE MARKED BY PREVIOUS SURVEY. J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Surveyor's Record Section 6
Surveyor's Record Section 7
Surveyor's Record Section 5
Surveyor's Record Section 8 |
