Corner: NW Date: OCT. 9, 1980 Located: FIELD STONE Depth: 2.6' BELOW GRADE Placed: 1/2" REBAR Location: ABOVE STONE Tie 1: TOP, DEAD CENTER OF TEL. PED. NE. 43.00' Tie 2: CENTER LARGE STEEL COR. FE. POST SW. 48.85' Tie 3: N&D PP SW. 47.27' Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: NW Date: Aug. 27, 2020 Located: NO. 4 REBAR WITH CAP LS #12967 Depth: 0.8' BELOW GRADE Placed: Location: Tie 1: SOUTHWEST CORNER OF TELEPHONE PEDESTAL NE 41.47' Tie 2: MAG NAIL IN NORTHWEST FACE OF POWER POLE SW 44.97' Tie 3: CENTER TOP OF STEEL FENCE POST SW 47.69' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: NW Date: May 24, 2016 Located: Iron Pin with a Yellow survey cap that denotes Martin # 12967 Depth: .80' Below the gravel surface. Placed: Location: 1' North of the E-W Road and 2' East of the N-S Road (Township) Tie 1: Northing- 189979.205 Tie 2: Easting- 569391.106, Elevation- 1449.122 Tie 3: Tie 4: Remarks: Pink ribbon placed 3" and 5" above top of the survey cap.
Surveyor?s Record Section 11
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2 |
Corner: N1/4 Date: SEPT. 9, 1980 Located: FIELD STONE Depth: Placed: 1/2" REBAR Location: ABOVE STONE Tie 1: N&D FE. POST NORTH 33.18' Tie 2: TOP STEEL FE. POST SE. 48.74' Tie 3: TOP STEEL FE. POST SOUTH 33.70' Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: N1/4 Date: Aug. 27, 2020 Located: NO. 4 REBAR WITH CAP LS # 12967 Depth: 1.1' BELOW GRADE Placed: Location: Tie 1: NO. 3 REBAR WITH REF. CAP NW 51.25' Tie 2: BASE OF ANGLE IRON SW 33.60' Tie 3: MAG NAIL IN WOOD BRACE POST NE 99.21' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: N1/4 Date: May 24, 2016 Located: Iron pin with white survey cap that denotes LS # 12967. Depth: .90' Below the gravel surface. Placed: Location: On Centerline of the E-W Road and also on Centerline of the Northerly Fence. Tie 1: Northing- 189968.983 Tie 2: Easting-572050.953 Elevation-1441.421 Tie 3: Tie 4: Remarks: The survey cap has a slice in the top of the cap but is still in place, and there was pink ribbon placed 5" above the survey cap.
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 2 |
Corner: NE Date: AUG. 9, 1980 Located: FIELD STONE, 6"x8"x30" Depth: Placed: 1/2" REBAR Location: ABOVE STONE Tie 1: TOP CENTER TEL. PED. NW. 71.74' Tie 2: TOP COR. "L" IRON COR. FE. POST SW. 45.55' Tie 3: N&D PP SE. 43.47' Tie 4: Remarks: Martin Land Surveying Corner Certification
Corner: NE Date: May 24, 2016 Located: Iron Pin with a yellow survey cap that denotes Martin LS #12967. Depth: 2" Below the gravel surface. Placed: Location: 1' South of the E-W Road, also 1' East of the N-S Road (Township). Tie 1: Northing- 189953.605 Tie 2: Easting- 574703.126, Elevation- 1443.945 Tie 3: Tie 4: Remarks: The survey cap is in good condition and there was pink ribbon placed 1" above the survey cap.
Surveyor?s Record Section 11
Surveyor?s Record Section 2
Surveyor?s Record Section 1
Surveyor?s Record Section 12 |
Corner: W1/4 Date: Nov. 9, 2010 Located: Depth: Placed: 5/8" iron with seal #43844 Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Bueltel-Moseng Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 10 |
Corner: CENTER No information.
Surveyor?s Record Section 11 |
Corner: E1/4 Date: OCT. 13, 1980 Located: Depth: Placed: 1/2" REBAR Location: Tie 1: STEEL COR. POST W. 34.05' Tie 2: N&D PP N/NE 69.57' Tie 3: TOP STEEL GATE POST NE. 52.20' Tie 4: TOP STEEL COR. POST E. 33.27' Remarks: Martin Land Surveying Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 12 |
Corner: SW 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: SW Date: AUG. 25, 2010 Located: IRON MONUMENT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SW 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 11
Surveyor?s Record Section 10
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: S1/4 Date: NOV. 13, 1997 Located: 8" STONE Depth: 2.5' DEEP, 2' SOUTH OF TWP. RD. C.L., IN LINE W/ FENCE NORTH & SOUTH 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: S1/4 Date: 1907 Located: Depth: Placed: FIELD STONE Location: Tie 1: N&C COR. POST PAINTED RED NORTH 37.20' Tie 2: N&C PP NW. 50.55' Tie 3: N&C POST SW. 32.85' Tie 4: Remarks:
Corner: S1/4 Date: Aug. 27, 2020 Located: NO. 5 REBAR WITH CAP LS # 23008 Depth: DOWN 0.3' Placed: Location: Tie 1: MAG NAIL IN NORTHEAST FACE OF POWER POLE NW 52.57' Tie 2: LONE FENCE POST SE 32.24' Tie 3: NO. 3 REBAR WITH REF. CAP NE 37.34' Tie 4: Remarks: Westwood Professional Services Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: SE Date: JUNE 12, 2012 Located: 3/4" PIPE Depth: DOWN 4" Placed: Location: CENTERLINE OF ROAD. Tie 1: N = 182013.826 Tie 2: E = 574705.458 Tie 3: ELEV. = 1462.153 Tie 4: Remarks: TIES ARE GOOD.
Corner: SE Date: APR. 17, 1992 Located: 1/2" IRON PIN Depth: 4" BELOW GRADE Placed: Location: Tie 1: N&C PP NE. 45.40' Tie 2: GATE POST N/NW 54.66' Tie 3: PP LINE TO SOUTH, EAST 32.0' Tie 4: TEL. PED. SW. 47.00' Remarks:
Corner: SE Date: Aug. 27, 2020 Located: 0.5" SQUARE BAR Depth: FLUSH WITH GRADE Placed: Location: Tie 1: TELEPHONE PEDESTAL SW 46.94' Tie 2: NORTHWEST NATURAL GAS SIGN SE 44.25' Tie 3: NAIL & BOTTLE CAP IN NW FACE OF POWER POLE NE 45.43' Tie 4: Remarks: Westwood Professional Services Corner Certification
Surveyor?s Record Section 11
Surveyor?s Record Section 14
Surveyor?s Record Section 12
Surveyor?s Record Section 13 |