Corner: NW
Date: Oct. 24, 2012
Located: Concrete Monument with metal signal
Depth: 5" below surface
Placed:
Location:
Tie 1: N= 174051.77
Tie 2: E= 521858.80
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: NW
Date: 1954
Located: Concrete Monument
Depth:
Placed:
Location:
Tie 1: Fe. Staple in PP SW. 45.50
Tie 2: washer in stump SE. 53.7'
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 19
Surveyor's Record Section 30
Surveyor's Record Section 20 |
Corner: N1/4
Date: NOV. 06, 2021
Located: 7" DIAMETER CONCRETE MONUMENT WITH CHISELED "X" 1.3' BELOW THE ROAD SURFACE.
Depth:
Placed: 3/8" REBAR ON THE SOUTH SIDE OF THE CONCRETE MONUMENT AS AN ACCESSORY TO THE MONUMENT.
Location: SEE CORNER CERTIFICATE.
Tie 1: 3/8" REBAR WITH REFERENCE CAP. NE 79.31'
Tie 2: 60D NAIL IN NE FACE OF POWER POLE. SE 85.48'
Tie 3: MAG NAIL IN EAST END OF CMP. SE 23.93'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: Oct. 24, 2012
Located: Concrete Monument
Depth: 1.8' below surface
Placed: 5/8" Iron Stake with Survey Cap 23008
Location: Over top center of concrete monument
Tie 1: N= 174055.07
Tie 2: E= 524526.60
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 20 |
Corner: NE
Date: DEC. 07, 2021
Located:
Depth:
Placed: 1/2" X 18" REBAR CAPPED "RLS 57085"
Location:
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE. NW 78.73'
Tie 2: SOUTHWEST CORNER OF TEL. PED. NE 109.19'
Tie 3: SOTHWEST CORNER OF ELEC. CABINET. SE 70.96'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NE
Date: 1954
Located: Concrete Monument
Depth:
Placed:
Location:
Tie 1: Tack PP SW 46.7'
Tie 2: Tack PP NW 66.2'
Tie 3: Cor. Post NE. 49.4'
Tie 4:
Remarks:
Surveyor's Record Section 29
Surveyor's Record Section 20
Surveyor's Record Section 21
Surveyor's Record Section 28 |
Corner: W1/4
Date: APRIL 16, 1902
Located:
Depth:
Placed:
Location:
Tie 1: COTTONWOOD TREE 33' W.
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: OCT. 25, 2007
Located:
Depth:
Placed: 1" IRON PIPE W/ CAP NO. 43844
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 30 |
Corner: CENTER
No information.
Surveyor's Record Section 29 |
Corner: E1/4
Date: Sept. 21, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: .5' West of Centerline on County Road 38
Tie 1: Northing- 171405.732
Tie 2: Easting- 527207.474, Elevation- 1530.645
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: MARCH 23, 1982
Located: CONC. MON.
Depth: 8" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: STEEL PIN INSLOPE NE. 26.65'
Tie 2: N&C PP SE. 47.34'
Tie 3: N&C PP SW. 117.65'
Tie 4: STEEL PIN INSLOPE NW. 25.01'
Remarks: PLACED P.K. NAIL JUNE 24, 1997
Corner: E1/4
Date: OCT. 15, 2021
Located: 3/4" REBAR 0.5' BELOW THE ROAD SURFACE, WITH TWO MAG NAILS ABOVE.
Depth: 0.5' BELOW THE ROAD SURFACE.
Placed:
Location: SEE CORNER CERT.
Tie 1: MAG NAIL IN NORTH END OF CMP. NW 40.69'
Tie 2: NO.4 REBAR WITHOUT CAP DOWN 0.3'. NE 26.68'
Tie 3: NAIL WITH BOTTLE CAP IN THE NE FACE OF POWER POLE. SW 117.38'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 28 |
Corner: SW
No information.
Surveyor's Record Section 29
Surveyor's Record Section 30
Surveyor's Record Section 31
Surveyor's Record Section 32 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor's Record Section 29
Surveyor's Record Section 32 |
Corner: SE
Date: MARCH 23, 1982
Located: CONC. MON.
Depth: 11" BELOW GRADE
Placed: STEEL PIN, RR. SPIKE
Location: ABOVE MON.
Tie 1: N&C PP NW. 55.90'
Tie 2: N&C PP SE. 62.28'
Tie 3: STEEL PIN INSLOPE SW. 30.37'
Tie 4:
Remarks: PLACED P.K. NAIL JUNE 24, 1997
Corner: SE
Date: OCT. 21, 2021
Located: MAG NAIL AT THE SURFACE & 3/4" REBAR 0.5' BELOW THE ROAD SURFCE.
Depth:
Placed:
Location: 1.5' WEST OF CENTERLINE
Tie 1: 3/8" REBAR WITH REFRENCE CAP FLUSH. NE 53.76'
Tie 2: MAG NAIL IN TOP OF 18" CMP. SW 35.12'
Tie 3: 3/8" REBAR WITH REFRENCE CAP FLUSH. SE 43.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: Sept. 21, 2015
Located:
Depth: Top of Asphalt
Placed: Placed Mag nail after 2015 overlays
Location: 1.5' West of Centerline on County Road 38.
Tie 1: Northing- 168763.381
Tie 2: Easting- 527196.997, Elevation- 1546.990
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: APRIL 15, 2022
Located: P.K. NAIL
Depth: AT THE SURFACE
Placed:
Location: SEE CORNER CERT.
Tie 1: N: 168763.29
Tie 2: E: 527196.98
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 29
Surveyor's Record Section 32
Surveyor's Record Section 28
Surveyor's Record Section 33 |
