Corner: NW
Date:
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 5'x5'x5' HOLE WITH BACKHOE FOUND NOTHING, NO DATE.
Corner: NW
Date: AUG. 28, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: R/W MARKER NW 141.97'
Tie 2: MAG NAIL IN NORTHWEST FACE OF POWER POLE NW 59.05'
Tie 3: SOUTHWEST CORNER OF POWER BOX NE 80.78'
Tie 4: R/W MARKER SE 153.39'
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 27
Surveyor?s Record Section 21
Surveyor?s Record Section 28
Surveyor?s Record Section 22 |
Corner: N1/4
Date: AUG. 28, 2020
Located: MAG NAIL
Depth: FLUSH WITH BITUMINOUS
Placed:
Location: ON CENTERLINE
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE NW 50.09'
Tie 2: MAG NAIL IN TOP EAST END 18" CMP CULVERT SE 44.77'
Tie 3: MAG NAIL IN TOP EAST END 18" CMP CULVERT NE
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date:
Located: NOTHING FOUND
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE FOUND NOTHING, NO DATE.
1861 Field Notes
Surveyor?s Record Section 27
Surveyor?s Record Section 22 |
Corner: NE
Date: Nov. 13, 2017
Located: Mag Nail
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date:
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE AND FOUND NOTHING, NO DATE.
Corner: NE
Date: AUG. 28, 2020
Located: MAG NAIL FLUSH IN BITUMINOUS AT INTERSECTION OF CENTERLINES
Depth:
Placed:
Location:
Tie 1: SEE ATTACHED CERT.
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 27
Surveyor?s Record Section 22
Surveyor?s Record Section 23
Surveyor?s Record Section 26 |
Corner: W1/4
Date: DEC. 16, 2020
Located: 10" X 10" STONE FIRMLY PLANTED WITH BOLT AND WOOD REMNANTS, DOWN 2.5'
Depth:
Placed: NO.4 REBAR WITH CAP LS 45874 ABOVE STONE, DOWN 0.4' BELOW GRADE
Location:
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE NW 190.10'
Tie 2: MAG NAIL IN NORTH FACE OF FENCE POST NW 32.63'
Tie 3: MAG NAIL IN SOUTHEAST FACE OF POWER POLE SW 65.04'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 27
Surveyor?s Record Section 28 |
Corner: CENTER
No information.
Surveyor?s Record Section 27 |
Corner: E1/4
Date: Nov. 13, 2017
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 27
Surveyor?s Record Section 26 |
Corner: SW
Date: AUG. 27,2020
Located: NO. 4 REBAR WITH YELLOW CAP "LS 12967"
Depth: DOWN 1.3'
Placed:
Location:
Tie 1: MAG IN SOUTHWEST FACE OF POWER POLE NW 46.50'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 44.45'
Tie 3: TOP CENTER OF TELEPHONE PEDESTAL SE 77.70'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: Aug 8, 2016
Located: Iron Pin with a Yellow survey cap denoting Martin.
Depth: 1.1' Below the gravel surface.
Placed:
Location: On Centerline of the N-S Township Road & On Centerline of the E-W Township Road.
Tie 1: Northing- 200460.631
Tie 2: Easting- 563999.222, Elev.- 1436.388
Tie 3:
Tie 4:
Remarks: Placed pink ribbon above the survey cap, also placed at 3" & 6" above the survey cap.
Murray County Coordinates & Geoid 99 used
Corner: SW
Date: Oct. 9, 1980
Located: Wooden lath and rotted hub
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap or said lath and hub
Location: At Twp road centerline intersection
Tie 1: Brass Disc "LS 12967" & nail in PP NW 46.56'
Tie 2: Top Dead Center of telephone ped SE 78.64'
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Surveyor?s Record Section 27
Surveyor?s Record Section 28
Surveyor?s Record Section 33
Surveyor?s Record Section 34 |
Corner: S1/4
Date: AUG. 27,2020
Located: NO. 4 REBAR WITH YELLOW CAP "LS 12967"
Depth: DOWN 0.4'
Placed:
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 61.19'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 59.41'
Tie 3: MNDOT SURVEY MARKER NE 59.03'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: Oct. 22, 1980
Located: Nothing
Depth:
Placed: 1/2" Iron rebar with "LS 12967" cap
Location: On line between & equidistant from the found northwest and northeast corners of sec 34-108-39
Tie 1: Top center of U.S.G.S. Benchmark No. ET 27 JS (1966) NE 59.09'
Tie 2: Brass Disc "LS 12967" & nail in PP NE 62.25'
Tie 3: Brass Disc "LS 12967" & nail in PP SE 94.56'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 27
Surveyor?s Record Section 34 |
Corner: SE
Date: Oct. 28, 2008
Located: Nothing
Depth:
Placed: 1" Iron Pipe w/ Cap 23008
Location: At center of intersection
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: SE
Date: Nov. 13, 2017
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: Sept. 23, 1980
Located: Stone with wood hub beside
Depth: 1.5' below gravel road surface
Placed: 1/2" iron rebar with "LS 12967" cap
Location: Over Stone
Tie 1: Brass Disc "LS 12967" & nail in PP NW 45.95'
Tie 2: Brass Disc "LS 12967" & nail in PP NE 43.38'
Tie 3: Brass Disc "LS 12967" & nail in Guide Pole SW 46.44'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: SE
Date: Aug 8, 2016
Located: Iron pin with survey cap denoting martin 12967.
Depth: .35' Below the gravel surface
Placed:
Location: On Centerline of the N-S Township Road & On centerline of the E-W Township road.
Tie 1: Northing- 200472.452
Tie 2: Easting- 569340.552, Elev.- 1439.628
Tie 3:
Tie 4:
Remarks: Placed pink ribbon above the survey cap.
Murray County Coordinates & Geoid 99 used
Corner: SE
Date: AUG. 27,2020
Located: NO. 4 REBAR WITH YELLOW CAP "LS 12967"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: YIELD SIGN SE 49.34'
Tie 2: SOUTHEAST CORNER OF POWER BOX NW 75.95'
Tie 3: SOUTHWEST CORNER OF POWER BOX NE 51.73'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 27
Surveyor?s Record Section 34
Surveyor?s Record Section 26
Surveyor?s Record Section 35 |
