Corner: NW Date: 1963 Located: SPIKE (ASSUMED) Depth: Placed: STEEL PIN (ASSUMED) Location: 1" BELOW GRADE Tie 1: N&C PP NE. 58.54' Tie 2: N&C TP SW. 78.95' Tie 3: N&C TP NW. 66.59' Tie 4: Remarks:
Corner: NW Date: JUNE 5, 2012 Located: LAND SURVEYOR CAP AND PIN (TOP WAS TOO DAMAGED) Depth: 4" DOWN Placed: Location: CENTERLINE OF ROAD Tie 1: N = 179350.269 Tie 2: E = 564153.937 Tie 3: ELEV. = 1437.505 Tie 4: Remarks:
Corner: NW Date: Nov. 21, 2005 Located: Spike Depth: Placed: 1" Pipe with seal #43844 Location: Tie 1: Nail & seal in telephone ped post NW 66.70' Tie 2: Nail & seal in PP SE 58.40' Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Surveyor's Record Section 22
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor?s Record Section 15 |
Corner: N1/4 Date: Nov. 21, 2005 Located: Depth: Placed: 1" Pipe with seal #43844 Location: Midway & on line between section corners of section 22 Tie 1: Nail & seal in PP S/SE 47.45' Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Corner: N1/4 Date: 1963 Located: SPIKE (ASSUMED) Depth: Placed: STEEL PIN (ASSUMED) Location: 1" BELOW GRADE Tie 1: N&C PP NORTH 50.95' Tie 2: N&C PP SOUTH 48.50' Tie 3: Tie 4: Remarks:
Corner: N1/4 Date: JUNE 12, 2012 Located: Iron Pipe with Cap No. 43844 Depth: DOWN 2" Placed: Location: 1' SOUTH OF CENTERLINE OF ROAD. Tie 1: N = 179367.044 Tie 2: E = 566786.320 Tie 3: ELEV. = 1437.590 Tie 4: Remarks: TIE #1 IS NO GOOD, TIE #2 IS GOOD.
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor's Record Section 22
Surveyor?s Record Section 15 |
Corner: NE Date: 1963 Located: NOTHING KNOWN Depth: Placed: IRON PIN (ASSUMED) Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: NE Date: Nov. 21, 2005 Located: Spike Depth: Placed: 1" Pipe with seal #43844 Location: Tie 1: Top center of telephone ped NE 80.40' Tie 2: Nail & seal in PP SW 68.50' Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
Corner: NE Date: AUG. 25, 2010 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: NE Date: Aug. 27, 2020 Located: 1" IRON PIPE WITH SEAL LS 43844 Depth: DOWN 0.3' BELOW GRADE Placed: Location: Tie 1: MAG NAIL IN NW FACE OF POWER POLE NW 157.71' Tie 2: MAG IN NW FACE OF POWER POLE SW 68.10' Tie 3: TELEPHONE PEDESTAL POST NE 79.59' Tie 4: Remarks: Westwood Professional Services Corner Certification
Surveyor's Record Section 22
Surveyor?s Record Section 15
Surveyor?s Record Section 14
Surveyor's Record Section 23 |
Corner: W1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITH CAP LS 23008 Depth: DOWN 0.3' Placed: Location: Tie 1: MAG NAIL IN SW FACE OF POWER POLE SE 40.97' Tie 2: MAG NAIL IN SOUTH FACE OF LEANING FENCE POST SE 76.53' Tie 3: MAG NAIL IN WEST FACE OF POWER POLE NE 77.55' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: W1/4 Date: JUNE 5, 2012 Located: Iron Pipe with Cap No. 23008 Depth: DOWN 4" Placed: Location: 1' WEST OF CENTERLINE OF ROAD. Tie 1: N = 176701.423 Tie 2: E = 564187.893 Tie 3: ELEV. = 1476.643 Tie 4: Remarks:
Corner: W1/4 Date: AUG. 8, 2006 Located: Depth: Placed: 1" IRON PIPE W/ CAP NO. 23008 Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 21 |
Corner: CENTER No information.
Surveyor's Record Section 22 |
Corner: E1/4 Date: Located: CONC. MON. Depth: Placed: STEEL REBAR Location: ABOVE MON. Tie 1: CHISELED "X" BURR ON CULV. END NW. 51.15' Tie 2: CHISELED "X" BURR ON CULV. END NE. 43.52' Tie 3: Tie 4: Remarks:
Corner: E1/4 Date: JUNE 12, 2012 Located: 1/2" REBAR THAT IS BENT OVER. Depth: DOWN 4" Placed: Location: 1' WEST OF CENTERLINE OF ROAD. Tie 1: N = 176712.669 Tie 2: E = 569442.646 Tie 3: ELEV. = 1444.106 Tie 4: Remarks: TIES ARE GOOD.
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 23 |
Corner: SW Date: Aug. 27, 2020 Located: T-POST Depth: 1.3' BELOW GRADE Placed: Location: Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 46.35' Tie 2: NO. 3 REBAR WITH REF. CAP NE 61.59' Tie 3: NO. 3 REBAR WITH REF CAP SE 49.25' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: SW Date: Jan. 28, 2015 Located: Iron Monument Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 22
Surveyor's Record Section 21
Surveyor?s Record Section 28
Surveyor's Record Section 27 |
Corner: S1/4 Date: JUNE 12, 2012 Located: 1/2" STEEL PIN Depth: DOWN 3" Placed: Location: 1' NORTH OF CENTERLINE OF ROAD. Tie 1: N = 174068.151 Tie 2: E = 566818.545 Tie 3: ELEV. = 1471.118 Tie 4: Remarks:
Corner: S1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITHOUT CAP Depth: 0.2' BELOW GRADE Placed: Location: Tie 1: MAG IN SOUTH FACE OF POWER POLE NW 136.41' Tie 2: MAG NAIL IN TOP EAST END OF 12" CMP CULVERT NW 28.90' Tie 3: MAG IN SOUTH FACE OF POWER POLE NE 87.17' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor's Record Section 22
Surveyor's Record Section 27 |
Corner: SE Date: Aug. 27, 2020 Located: NO. 5 REBAR, BENT Depth: Placed: Location: Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 65.86' Tie 2: CENTER OF WATER GATE VALVE SW 60.30' Tie 3: MAG NAIL IN SOUTH FACE OF POWER POLE NE 117.56' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: SE Date: Located: CONC. MON. Depth: Placed: STEEL PIN Location: ABOVE MON. Tie 1: N&C PP NW. 63.00' Tie 2: N&C PP NE. 113.90' Tie 3: Tie 4: Remarks:
Corner: SE Date: JUNE 12, 2012 Located: 1/2" CAST IRON MONUMENT Depth: DOWN 6" Placed: Location: CENTERLINE OF ROAD. Tie 1: N = 174078.026 Tie 2: E = 569465.786 Tie 3: ELEV. = 1418.818 Tie 4: Remarks: TIES ARE NO GOOD.
Corner: SE Date: APRIL 4, 2000 Located: 1/2" CAST IRON MONUMENT Depth: 4" DEEP Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 22
Surveyor's Record Section 27
Surveyor's Record Section 23
Surveyor's Record Section 26 |