Corner: NW
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
Corner: NW
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: NW
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
Surveyor?s Record Section 34
Surveyor?s Record Section 28
Surveyor?s Record Section 33
Surveyor?s Record Section 27 |
Corner: N1/4
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
Corner: N1/4
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
1861 Field Notes
Surveyor?s Record Section 34
Surveyor?s Record Section 27 |
Corner: NE
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
Corner: NE
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: NE
Date: Nov. 13, 2017
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
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: NE
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
Surveyor?s Record Section 34
Surveyor?s Record Section 27
Surveyor?s Record Section 26
Surveyor?s Record Section 35 |
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITH BROKEN CAP
Depth: DOWN 0.5'
Placed:
Location:
Tie 1: SEE CORNER CERT. ATTACHED
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: August 28, 2013
Located: Land Surveyor Cap and Pin # 12967
Depth: Down 5"
Placed:
Location: 2' West of Centerline of TWP. Road
Tie 1: Northing = 197810.342
Tie 2: Easting = 564030.954
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: Oct. 9, 1980
Located: Field Stone
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap over stone
Location: In line with fences east-west and twp road centerline north-south
Tie 1: Brass Disc "LS 12967" & nail in corner fence post SW 32.52'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 32.03'
Tie 3: Brass Disc "LS 12967" & nail in gate post SW 43.06'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 34
Surveyor?s Record Section 33 |
Corner: CENTER
No information.
Surveyor?s Record Section 34 |
Corner: E1/4
Date: August 28, 2013
Located: Zieske Cap and Pin, RLS #23008
Depth: Down 3"
Placed:
Location: 3' West of Centerline of Road
Tie 1: Northing = 197829.870
Tie 2: Easting = 569353.491
Tie 3:
Tie 4:
Remarks: No Ties
Corner: E1/4
Date: OCT. 28, 2008
Located:
Depth:
Placed: 1" IRON PIPE W/ CAP 23008
Location: OVER 10" X 10" STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification
Corner: E1/4
Date: AUG. 27,2020
Located: 1" IRON PIPE WITH YELLOW PLASTIC CAP "ZIESKE LS 23008"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: NO. 4 REBAR WITHOUT CAP NE 48.60'
Tie 2: NO. 4 REBAR WITHOUT CAP SE 46.80'
Tie 3: LONE STEEL FENCE POST NW 28.10'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 34
Surveyor?s Record Section 35 |
Corner: SW
Date: Oct. 9, 1980
Located: Concrete Monument
Depth:
Placed: 1/2" iron rebar with "LS 12967" cap over monument
Location: 1.5' west of north-south road and on centerline of east-west road
Tie 1: Brass Disc "LS 12967" & nail in PP NW 44.40'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 50.00'
Tie 3: Brass Disc "LS 12967" & nail in guy pole SW 45.30'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: SW
Date: Aug. 27, 2020
Located: NO. 4 WITH BROKEN CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SE CORNER OF ELECTRICAL CABINET NW 46.98'
Tie 2: CENTER OF WATER GATE VALVE SW 54.23'
Tie 3: CENTER OF WATER GATE VALVE NE 50.58'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: 1940
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: August 28, 2013
Located: Surveyors Cap and Pin
Depth: Down 2"
Placed:
Location: Centerline of CSAH 14 and 1.5' West of Centerline of North and South TWP. Road
Tie 1: Northing = 195154.717
Tie 2: Easting = 564062.061
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: June 4, 2024
Located: IRON WITH BROKEN CAP OVER A CONCRETE MONUMENT
Depth:
Placed:
Location:
Tie 1: N: 195154.710
Tie 2: E: 564062.056
Tie 3: SE CORNER ELEC. BOX NW 46.85'
Tie 4: WATER VALVE NE 50.60', WATER VALVE SW 54.00'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 34
Surveyor?s Record Section 33
Surveyor?s Record Section 4
Surveyor?s Record Section 3 |
Corner: S1/4
Date: 1940
Located:
Depth:
Placed: CONCRETE STONE
Location:
Tie 1: TACK IN COR. FE. POST N. ON LINE 34.2'
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: August 28, 2013
Located: Concrete Mon. with R/R Spike on the East and West Sides.
Depth: Down 6"
Placed:
Location: 2' north of the Centerline of CSAH 14
Tie 1: Northing = 195168.973
Tie 2: Easting = 566712.829
Tie 3:
Tie 4:
Remarks: No Ties
Corner: S1/4
Date: JUNE 4, 2024
Located: 6" X 6" CONCRETE MONUMENT WITH CHISELED "X" ON TOP AND RAILROAD SPIKES ON THE SIDES.
Depth:
Placed:
Location:
Tie 1: N: 195168.776
Tie 2: E: 566712.681
Tie 3: 1/2" REBAR W/ REF. CAP NW 35.45'
Tie 4: MAG NAIL IN WOOD POST IN FENCELINE S 35.17'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: S1/4
Date: Sept. 23, 1980
Located: Concrete Monument
Depth: 6" below grade
Placed: railroad spikes on each side of the concrete monument for locating purposes
Location: 3.0' north of centerline of Co. Rd 14 & on old downed fence line to the north, in tree line
Tie 1: Brass Disc "LS 12967" & nail in fence post NW 35.67'
Tie 2: Brass Disc "LS 12967" & nail in PP NE 50.31'
Tie 3: Brass Disc "LS 12967" & nail in fence post SW 35.69'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: S1/4
Date: Aug. 27, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH SCRIBED "X"
Depth:
Placed:
Location:
Tie 1: RAILROAD SPIKE ON NORTH SIDE OF MONUMENT N 0.44'
Tie 2: NO. 3 REBAR WITH REF. CAP NW 35.45'
Tie 3: MAG NAIL IN LINE WOOD POST ON FIELD LINE SW 35.17'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 34
Surveyor?s Record Section 3 |
Corner: SE
Date: August 28, 2013
Located: Concrete Mon. with R/R Spike on the East and West Sides
Depth: 8" Down
Placed:
Location: 1' South of the centerline of CSAH 14 and In line with Centerline of North and South TWP Road
Tie 1: Northing = 195181.350
Tie 2: Easting = 569362.138
Tie 3:
Tie 4:
Remarks: No Ties
Corner: SE
Date: Oct. 9, 1980
Located: Concrete Monument
Depth: 0.8' below grade
Placed: Railroad spike on the east & west side of the concrete monument for locating purposes
Location: 3.0' west & 2.0' south of the intersection of Co. Rd. 14 & Twp Rd. centerlines
Tie 1: Brass Disc "LS 12967" & nail in PP NE 45.91'
Tie 2: Brass Disc "LS 12967" & nail in corner fence post NE 56.49'
Tie 3: Brass Disc "LS 12967" & nail in corner fence post SE 45.59'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification
Corner: SE
Date: JUNE 4, 2024
Located: CONCRETE MONUMENT WITH A CHISELED "X" AND RAILROAD SPIKES ON THE SIDES.
Depth:
Placed:
Location:
Tie 1: N: 195181.401
Tie 2: E: 569362.318
Tie 3: MAG NAIL IN POWER POLE NW 66.46'
Tie 4: MAG NAIL IN POWER POLE SE 76.62'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: SE
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK COR. POST NW. 44.5'
Tie 2: TACK COR. POST NE. 49.2'
Tie 3: TACK COR. POST SW. 40.0'
Tie 4:
Remarks:
Corner: SE
Date: Aug. 27, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH SCRIBED "X"
Depth:
Placed:
Location:
Tie 1: RAILROAD SPIKE ON WEST SIDE OF MONUMENT DOWN 0.9'
Tie 2: MAG NAILIN SOUTHEAST FACE OF POWER POLE NE 66.55'
Tie 3: MAG NAIL IN NORTHEAST FACE OF POWER POLE SE 76.66'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 34
Surveyor?s Record Section 3
Surveyor?s Record Section 35
Surveyor?s Record Section 2 |