Corner: NW Date: Nov. 6, 2013 Located: 6"x10" Stone Depth: 2.6' Deep Placed: 5/8" Iron Stake with Survey Cap #23008 over top center of stone Location: Centerline of Intersection Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: NW Date: Aug. 27, 2020 Located: NO. 5 REBAR WITHOUT CAP Depth: 0.3' BELOW GRADE Placed: Location: Tie 1: MAG NAIL IN SOUTH FACE OF POWER POLE NW 132.47' Tie 2: NORTHEAST CORNER OF TELEPHONE PEDESTAL SW 71.45' Tie 3: MAG NAIL IN SE FACE OF POWER POLE NE 110.37' Tie 4: Remarks: Westwood Professional Services Corner Certification
Surveyor?s Record Section 15
Surveyor?s Record Section 9
Surveyor's Record Section 16
Surveyor?s Record Section 10 |
Corner: N1/4 Date: DEC. 16, 2020 Located: NO. 4 REBAR WITH CAP LS # 45874 Depth: DOWN 0.5' Placed: Location: Tie 1: MAG NAIL IN NORTHEAST SIDE OF POWER POLE NW 75.85' Tie 2: T-POST WITH WHITE PVC SLEEVE SE 94.86' Tie 3: MAG NAIL IN NORTHWEST SIDE OF POWER POLE NE 176.73' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 15
Surveyor?s Record Section 10 |
Corner: NE Date: NOV. 13, 1997 Located: 8" STONE Depth: 26" DEEP AT C.L. OF TWP. RD INT. Placed: 3/4" PIPE W/ CAP NO. 23008 Location: OVER TOP OF STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
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" OPEN PIPE WITH BROKEN CAP Depth: FLUSH WITH ASPHALT Placed: Location: Tie 1: MAG IN NORTHEAST FACE OF POWER POLE NW 49.06' Tie 2: MAG IN TOP OF TELEPHONE PEDESTAL POST SE 46.71' Tie 3: YIELD SIGN NE 47.29' Tie 4: Remarks: Westwood Professional Services Corner Certification
Surveyor?s Record Section 15
Surveyor?s Record Section 10
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: W1/4 Date: Nov. 6, 2013 Located: Nothing Depth: Placed: 5/8" Iron Stake with Survey Cap #23008 Location: Midway and Online between NE & SE Corners of section 16 Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
Corner: W1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITHOUT CAP BENT SHORT AT BASE Depth: Placed: Location: Tie 1: NO. 3 REBAR WITH REF. CAP NE 36.96' Tie 2: NO. 3 REBAR WITH REF. CAP SE 47.12' Tie 3: NO. 3 REBAR WITH REF. CAP NW 38.37' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: W1/4 Date: April 19, 2016 Located: Survey Marker Spike Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 15
Surveyor's Record Section 16 |
Corner: CENTER No information.
Surveyor?s Record Section 15 |
Corner: E1/4 Date: NOV. 03,2020 Located: REMNANTS OF WOOD POST ON APPARENT CENTERLINE OF TREE LINE TO THE EAST Depth: DOWN 2' Placed: NO. 4 REBAR WITH CAP LS 45874 DOWN 0.5' Location: Tie 1: NO.3 REBAR WITH REF. CAP NW 39.49' Tie 2: MAG NAIL IN NORTH END OF PLASTIC CULVERT NE 36.73' Tie 3: MAG NAIL IN NORTH END OF PLASTIC CULVERT SE 25.58' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: SW 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: SW 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: SW 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 15
Surveyor's Record Section 16
Surveyor's Record Section 21
Surveyor's Record Section 22 |
Corner: S1/4 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: S1/4 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.
Corner: S1/4 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
1861 Field Notes
1861 Field Notes Meandering Corners
Surveyor?s Record Section 15
Surveyor's Record Section 22 |
Corner: SE Date: AUG. 25, 2010 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SE 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
Corner: SE Date: 1963 Located: NOTHING KNOWN Depth: Placed: IRON PIN (ASSUMED) Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: SE 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
Surveyor?s Record Section 15
Surveyor's Record Section 22
Surveyor?s Record Section 14
Surveyor's Record Section 23 |