Corner: NW
Date: APRIL 9, 1970
Located: FIELD STONE
Depth: 10" BELOW GRADE
Placed: 3/4" STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SE. 49.76'
Tie 2: COR. POST SW. 55.01'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Aug. 10, 2015
Located: Steel fence post
Depth: 0.6' below surface
Placed:
Location: In line with centerline of East-West road and in line with centerline of North-South road.
Tie 1: N = 226952.930
Tie 2: E = 474481.454
Tie 3: Elev. = 1582.335
Tie 4:
Remarks: Tie to PP Southeast is there.
Surveyor?s Record Section 2
Surveyor's Record Section 3 |
Corner: N1/4
Date: Aug. 10, 2015
Located: 1/2" Square Iron Bar.
Depth: 1.9' below surface.
Placed: 5/8" Rebar above existing Iron Bar.
Location: 0.3' below surface. 1' South of centerline of East-West road and 1' West of South Fence.
Tie 1: N = 226946.236
Tie 2: E = 477153.885
Tie 3: Elev. = 1570.57
Tie 4:
Remarks:
Surveyor?s Record Section 2 |
Corner: NE
Date: AUG. 26, 1925
Located:
Depth:
Placed: 1/2" ROD AND STONE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: Aug. 10, 2015
Located: Steel Fence Post
Depth: 0.4' below surface
Placed:
Location: On line with centerlines of intersecting roads.
Tie 1: N = 226958.527
Tie 2: E = 479776.939
Tie 3: Elev. = 1565.875
Tie 4:
Remarks: No ties
Surveyor?s Record Section 2
Surveyor?s Record Section 1 |
Corner: W1/4
Date: March 22, 2018
Located:
Depth:
Placed: 5/8"iron with seal #50343
Location: Center of north-south road and in line with fence to west.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying by Jerry Johnson
Corner Certification
1861 Field Notes
Surveyor?s Record Section 2
Surveyor's Record Section 3 |
Corner: CENTER
No information.
Surveyor?s Record Section 2 |
Corner: E1/4
Date: AUG. 26, 1925
Located:
Depth:
Placed: IRON STAKE, LIME STONE 8"x10"x16" ON N. SIDE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: July 20, 2017
Located: Nothing
Depth:
Placed: 5/8" Iron with Seal #50343
Location:
Tie 1: Nail & bottle cap in PP SE 62.30'
Tie 2: Nail & bottle cap in fence post W 50.60'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: E1/4
Date: Aug. 10, 2015
Located: Stones, but were unsure if they were monuments for section corner.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 1 |
Corner: SW
Date: JULY 29, 1998
Located: MADSON STAKE ON CL-CL, W/ CAP 13593
Depth: 4" DEEP
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SW
Date: DEC. 13, 1987
Located: FIELD STONE
Depth: 19" BELOW GRADE
Placed: 3/4"x16" IRON PIPE WITH CAP MARKED #13593, SET 3/4"x24" IRON PIPE ON N. SIDE OF STONE
Location: OVER STONE 4" DEEP
Tie 1: N&C TEL. PED. NW. 42.70'
Tie 2: COR. POST NE. 45.95'
Tie 3: COR. POST SW. 46.35'
Tie 4:
Remarks: Madsen Land Surveying
Corner Certification
Surveyor?s Record Section 2
Surveyor's Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 11 |
Corner: S1/4
Date: JULY 29, 1998
Located:
Depth:
Placed: 3/4" PIPE W/ CAP NO. 23008
Location: IN LINE W/ FENCE SOUTH AND 33.00' SOUTH OF 3" IRON COR. POST IN 3' X 3' CONCRETE BASE.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 2
Surveyor?s Record Section 11 |
Corner: SE
Date: Aug. 11, 2015
Located: Iron Pipe with cap #43844
Depth: 0.3' below surface
Placed:
Location: 1' South of centerline of West road and on line with centerline of North-South road.
Tie 1: N = 221690.695
Tie 2: E = 479835.432
Tie 3: Elev. = 1608.649
Tie 4:
Remarks: Ties are good.
Corner: SE
Date: July 12, 2010
Located:
Depth:
Placed: 1" pipe with seal #43844
Location:
Tie 1: Nail & survery marker in telephone ped post NW 66.55'
Tie 2: Nail & survey marker in PP NE 58.60'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: 10/30/1915
Located: STONE 8" X 8" TON TOP
Depth:
Placed:
Location:
Tie 1: TACK COR. FE. POST SE 45.8'
Tie 2: "X" ON WEST END 24" CULVERT SW 37.5'
Tie 3: TACK T.P. NW 46.9'
Tie 4:
Remarks:
Surveyor?s Record Section 2
Surveyor?s Record Section 11
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
