Corner: NW
Date: AUG. 27,2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG IN SOUTHEAST FACE OF POWER POLE SW 58.75'
Tie 2: R/W SIGN SE 153.48'
Tie 3: R/W SIGN NE 153.87'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: NW
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR (ASSUMED)
Location:
Tie 1: N&C PP SW. 57.47'
Tie 2: NAILS W. 155.00', 250.00' AND 346.00'
Tie 3:
Tie 4:
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: NW
Date: APRIL 14, 1978
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE 6'x6'x6' HOLE.
Corner: NW
Date: July 18, 2017
Located:
Depth: At the top of asphalt surface.
Placed: #4 Rebar
Location: .25' west of Centerline of CSAH 42 & 1' North of the road heading easterly & 2' South of the road heading westerly.
Tie 1: N: 200432.943
Tie 2: E: 558723.878
Tie 3: Elev.: 1447.413
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: NW
Date: JUNE 25, 1924
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: FOUND CORNER IN 1924.
Corner: NW
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.35' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & On Centerline of the East Rd & 2' South of the Road heading westerly.
Tie 1: N: 200432.937
Tie 2: E: 558723.855
Tie 3: Elev.:1445.863
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap
Surveyor?s Record Section 33
Surveyor?s Record Section 29
Surveyor?s Record Section 32
Surveyor?s Record Section 28 |
Corner: N1/4
No information.
1861 Field Notes
Surveyor?s Record Section 33
Surveyor?s Record Section 28 |
Corner: NE
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: NE
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: NE
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
Surveyor?s Record Section 33
Surveyor?s Record Section 28
Surveyor?s Record Section 27
Surveyor?s Record Section 34 |
Corner: W1/4
Date: MAR 21 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: PK NAIL TOP OF CULV. NE. 44.34'
Tie 2: PK NAIL TOP OF CULV. NW. 45.10'
Tie 3: N&C PP SW. 82.45'
Tie 4: REBAR E. 103.28', 196.67' AND 302.98'
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: W1/4
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.3' Below the top of the asphalt surface.
Placed:
Location: 1' South of the fence heading westerly & .5' west of centerline of CSAH 42.
Tie 1: N: 197783.393
Tie 2: E: 558743.987
Tie 3: Elev.:1435.642
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN TOP OF NORTH END 15" CMP CULVERT NE 44.40'
Tie 2: MAG NAIL IN SOUTHEAST SIDE OF POWER POLE SW 76.00'
Tie 3: MAG NAIL IN TOP NORTH END 15" CMP CULVERT NW 45.00'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: APRIL 14,1978
Located: KOSOTA STONE
Depth:
Placed: STEEL PIN
Location: ABOVE STONE @ SURFACE
Tie 1: N&C PP SW. 75.80'
Tie 2: N&C COR POST WEST 48.85'
Tie 3: N&C WOOD POST NW. 49.33'
Tie 4:
Remarks:
Corner: W1/4
Date: AUG. 12, 2010
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: W1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On CSAH 42 Centerline & 4' North of the fence heading easterly, On Centerline of the fence heading westerly.
Tie 1: N: 197783.406
Tie 2: E: 558743.983
Tie 3: Elev.:1437.129
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
1861 Field Notes
Surveyor?s Record Section 33
Surveyor?s Record Section 32 |
Corner: CENTER
No information.
Surveyor?s Record Section 33 |
Corner: E1/4
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
Corner: E1/4
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: E1/4
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:
1861 Field Notes
Surveyor?s Record Section 33
Surveyor?s Record Section 34 |
Corner: SW
Date:
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN PP NW. 60.7'
Tie 2: TACK IN COR. FE. POST SW. 54.6'
Tie 3:
Tie 4:
Remarks: NO DATE
Corner: SW
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.2' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & CSAH 14.
Tie 1: N: 195131.537
Tie 2: E: 558765.344
Tie 3: Elev.: 1438.676
Tie 4:
Remarks: Found before the 2017 Overlay. The found rebar was placed by MCHD after grading in 1999, and before the paving in 2000.
Murray County Coordinates & Geoid 99 used
Placed pink ribbon above the survey cap
Corner: SW
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: NAIL & BOTTLE CAP IN SOUTHEAST FACE OF POWER POLE NW 61.06'
Tie 2: STREET SIGN NE 53.26'
Tie 3: NAIL & BOTTLE CAP IN NORTHEAST FACE OF POWER POLE SW 76.43'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SW
Date: APR. 13, 1978
Located: CONC. MON.
Depth: 1.1' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C SIGN POST NE. 42.60'
Tie 2: N&C BRACE POST SW. 58.72'
Tie 3: N&C PP NW. 62.10'
Tie 4:
Remarks:
Corner: SW
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP SW. 76.48'
Tie 2: N&C PP NW. 61.58'
Tie 3: NAILS WEST 155.0', 250.0', 340.0'.
Tie 4:
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.
Corner: SW
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On Centerline of CSAH 14 & 42
Tie 1: N: 195131.569
Tie 2: E: 558765.257
Tie 3: Elev.: 1440.058
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Surveyor?s Record Section 33
Surveyor?s Record Section 32
Surveyor?s Record Section 5
Surveyor?s Record Section 4 |
Corner: S1/4
Date: DEC. 16, 2020
Located: 6" X 6" CONCRETE MONUMENT WITH "X" SCRIBED ON TOP, 0.8' BELOW GRADE
Depth:
Placed: RAILROAD SPIKE ABOVE CONCRETE MONUMENT
Location:
Tie 1: NO. 3 REBAR WITH REF. CAP NW 46.50'
Tie 2: NO. 3 REBAR WITH REF. CAP SW 48.02'
Tie 3: NO. 3 REBAR WITH REF. CAP SE 52.40'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: S1/4
Date: 1940
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST N. ON LINE 34.1'
Tie 2: TACK IN FE. POST NW. 49.4'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: June 4, 2024
Located: RAILROAD SPIKE SET OVER STONE PER CORNER CERT.
Depth:
Placed:
Location:
Tie 1: N: 195143.383
Tie 2: E: 561408.205
Tie 3: REBAR TIE NW 46.50'
Tie 4: REBAR TIE SW 48.02', SE 52.40'
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor?s Record Section 33
Surveyor?s Record Section 4 |
Corner: SE
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: SE
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: SE
Date: 1940
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
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: SE
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 33
Surveyor?s Record Section 4
Surveyor?s Record Section 34
Surveyor?s Record Section 3 |
