Corner: NW
Date: 1940
Located: CONCRETE STONE
Depth:
Placed: IRON PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST NE. 52.40'
Tie 2: N&C COR. POST NW. 45.30'
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: APRIL 14, 1978
Located:
Depth:
Placed: IRON PIN
Location: ABOVE STOVE
Tie 1: N&C PP NE. 61.43'
Tie 2: N&C BLAZED TREE NW. 73.89'
Tie 3: STEEL PIN INSLOPE SW. 54.11'
Tie 4:
Remarks:
Corner: NW
Date: JUNE 8, 1976
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: AUG. 27,2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: SEE ATTACHED CERT.
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 28
Surveyor?s Record Section 20
Surveyor?s Record Section 29
Surveyor?s Record Section 21 |
Corner: N1/4
Date: AUG. 28, 2020
Located: NO. 5 REBAR WITH CAP "MOSENG LS 11943"
Depth: DOWN 0.2'
Placed:
Location:
Tie 1: MAG NAIL IN EAST TOP END OF 18" CMP CULVERT NE 48.13'
Tie 2: MAG NAIL IN EAST TOP END OF 18" CMP CULVERT SE 44.30'
Tie 3: MAG NAIL IN SOUTHWEST FACE OF POWER POLE NW 54.52'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date:
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG LARGE HOLE AND FOUND NOTHING, NO DATE.
1861 Field Notes
Surveyor?s Record Section 28
Surveyor?s Record Section 21 |
Corner: NE
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
Corner: NE
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.
Surveyor?s Record Section 28
Surveyor?s Record Section 21
Surveyor?s Record Section 22
Surveyor?s Record Section 27 |
Corner: W1/4
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: W1/4
Date: July 18, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: 4' South of the Centerline of driveway on the east side & .17' East of CSAH 42 Centerline.
Tie 1: N: 203072.751
Tie 2: E: 558705.637
Tie 3: Elev.: 1451.559
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.
Corner: W1/4
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP
Depth: FLUSH WITH ASPHALT
Placed:
Location:
Tie 1: MAG NAIL IN EAST FACE OF POWER POLE SW 232.30'
Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE SE 58.05'
Tie 3: MAG NAIL IN NORTH FACE OF POWER POLE NW 47.59'
Tie 4: NAIL & WHISKER SE 135.78'
Remarks: Westwood Professional Services
Corner Certification
Corner: W1/4
Date: APR. 14, 1978
Located: FIELD STONE
Depth: 30" BELOW GRADE
Placed:
Location:
Tie 1: N&C PP W. 47.05'
Tie 2: N&C PP SE. 57.37'
Tie 3: NAILS E. 135.78', 252.26' AND 366.16'
Tie 4:
Remarks:
Corner: W1/4
Date: May 15, 2017
Located: #4 Rebar
Depth: 1.3' Below the top of the asphalt surface.
Placed:
Location: On Centerline of CSAH 42 & 6' South of the centerline of the East Driveway & 6' South of tree line to the west.
Tie 1: N: 203072.733
Tie 2: E: 558705.666
Tie 3: Elev.: 1450.190
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: March 23, 2018
Located: 3/8" Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
1861 Field Notes
Surveyor?s Record Section 28
Surveyor?s Record Section 29 |
Corner: CENTER
No information.
Surveyor?s Record Section 28 |
Corner: E1/4
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 28
Surveyor?s Record Section 27 |
Corner: SW
Date: JUNE 25, 1924
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: FOUND CORNER IN 1924.
Corner: SW
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
Corner: SW
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: SW
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: SW
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: SW
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.
Surveyor?s Record Section 28
Surveyor?s Record Section 29
Surveyor?s Record Section 32
Surveyor?s Record Section 33 |
Corner: S1/4
No information.
1861 Field Notes
Surveyor?s Record Section 28
Surveyor?s Record Section 33 |
Corner: SE
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: SE
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: SE
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 28
Surveyor?s Record Section 33
Surveyor?s Record Section 27
Surveyor?s Record Section 34 |
