Township:

Section:

Corner: NW
Date: May 12, 2017
Located: #4 Rebar
Depth: 1.32' below the top of the asphalt.
Placed:
Location: 1' west of centerline of CSAH 42 & 1.5' south of E-W Rd centerline of CSAH 11.
Tie 1: N: 179318.450
Tie 2: E: 558853.276
Tie 3: Elev.: 1483.976
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: NW
Date: Aug. 27, 2020
Located: NO. 4 REBAR WITHOUT CAP FLUSH WITH ASPHALT
Depth:
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 123.52'
Tie 2: MAG NAIL IN NORTH OF POWER POLE SE 137.96'
Tie 3: TELEPHONE PEDESTAL NE 155.95'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: NW
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP NW. 127.20'
Tie 2: N&C TEL. PED. NE. 116.90'
Tie 3: N&C PP SE. 154.35'
Tie 4: NAILS W. 155.05', 245', 345.05'
Remarks: Rebar was placed before 6" of gravel and 5" of bituminous that was laid in the summer of 2000.


Corner: NW
Date: November 23, 1987
Located:
Depth:
Placed: 3/4" Iron Pipe
Location:
Tie 1: N&C P.P. NW 127.20'
Tie 2: N&C Tel. Ped. Post NE 116.90'
Tie 3: N&C P.P. SE 154.35'
Tie 4:
Remarks: Placed by L.S.


Corner: NW
Date: Sept. 21, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: Sept. 9, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: 1.1' west of the Centerline of CSAH 42 & On Centerline of CSAH 11
Tie 1: N: 179318.383
Tie 2: E: 558853.286
Tie 3: Elev. 1485.390
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
Placed after the 2017 overlay project.


Corner: NW
Date: AUG. 8, 2006
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: NW
Date: April 13, 1978
Located: Nothing
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG WITH BACKHOE A 6'x6'x7' HOLE.


Surveyor's Record Section 21


Surveyor's Record Section 17


Surveyor's Record Section 20


Surveyor's Record Section 16

Corner: N1/4
Date: JUNE 5, 2012
Located: 3/4" STEEL PIN
Depth: DOWN 5"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 179330.943
Tie 2: E = 561499.700
Tie 3: ELEV. = 1474.819
Tie 4:
Remarks: TIES WERE GOOD


Corner: N1/4
Date: 1963
Located:
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP SE. 51.62'
Tie 2: "X" NORTH END PIPE 134.72'
Tie 3:
Tie 4:
Remarks:


Corner: N1/4
Date: Aug. 27, 2020
Located: NO. 3 REBAR WITHOUT CAP
Depth: 0.2' BELOW GRADE
Placed:
Location:
Tie 1: NAIL & BOTTLE CAP IN NE FACE OF POWER POLE SE 52.37'
Tie 2: CUT "X" IN NORTH END OF 12" RCP CULVERT NE 134.44'
Tie 3: CUT "X" IN NORTH END OF 12" RCP CULVERT SE 137.12'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1861 Field Notes


Surveyor's Record Section 21


Surveyor's Record Section 16

Corner: NE
Date: Nov. 21, 2005
Located: Spike
Depth:
Placed: 1" Pipe with seal #43844
Location:
Tie 1: Nail & seal in telephone ped post NW 66.70'
Tie 2: Nail & seal in PP SE 58.40'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification


Corner: NE
Date: 1963
Located: SPIKE (ASSUMED)
Depth:
Placed: STEEL PIN (ASSUMED)
Location: 1" BELOW GRADE
Tie 1: N&C PP NE. 58.54'
Tie 2: N&C TP SW. 78.95'
Tie 3: N&C TP NW. 66.59'
Tie 4:
Remarks:


Corner: NE
Date: JUNE 5, 2012
Located: LAND SURVEYOR CAP AND PIN (TOP WAS TOO DAMAGED)
Depth: 4" DOWN
Placed:
Location: CENTERLINE OF ROAD
Tie 1: N = 179350.269
Tie 2: E = 564153.937
Tie 3: ELEV. = 1437.505
Tie 4:
Remarks:


Surveyor's Record Section 21


Surveyor's Record Section 16


Surveyor?s Record Section 15


Surveyor's Record Section 22

Corner: W1/4
Date: AUG. 8, 2006
Located: SURVEY MARKER SPIKE OVER TOP OF IRON MONUMENT.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: W1/4
Date: Sept. 29, 2017
Located:
Depth: At the top of the asphalt surface.
Placed: #4 Rebar
Location: On Centerline of CSAH 42 & On the Centerline of the fence line to the west.
Tie 1: N: 176658.231
Tie 2: E: 558862.629
Tie 3: Elev. 1505.546
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 NORTH END OF 18" CMP CULVERT NE 47.75'
Tie 2: MAG NAIL IN NORTH END OF 18" CMP CULVERT SW 45.20'
Tie 3: MAG NAIL IN NORTH END OF 18" CMP CULVERT SE 50.17'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: W1/4
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: REBAR E. 131.03', 233.25', 333.65'
Tie 2: P.K. NAIL IN CULVERT NE. 47.60'
Tie 3: P.K. NAIL IN CULVERT SE. 50.17'
Tie 4: P.K. NAIL IN CULVERT SW. 45.05'
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 9, 2017
Located: 3/4" Iron pipe with no cap.
Depth: At the top of the asphalt surface.
Placed:
Location: On centerline of CSAH 42 & in line with the E-W Fence lines.
Tie 1: N: 176658.239
Tie 2: E: 558862.656
Tie 3: Elev.: 1505.313
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used


Corner: W1/4
Date: July 19, 2018
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


1861 Field Notes


Surveyor's Record Section 21


Surveyor's Record Section 20

Corner: CENTER
No information.


Surveyor's Record Section 21

Corner: E1/4
Date: AUG. 8, 2006
Located:
Depth:
Placed: 1" IRON PIPE W/ CAP NO. 23008
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner Certification


Corner: E1/4
Date: Aug. 27, 2020
Located: NO. 5 REBAR WITH CAP LS 23008
Depth: DOWN 0.3'
Placed:
Location:
Tie 1: MAG NAIL IN SW FACE OF POWER POLE SE 40.97'
Tie 2: MAG NAIL IN SOUTH FACE OF LEANING FENCE POST SE 76.53'
Tie 3: MAG NAIL IN WEST FACE OF POWER POLE NE 77.55'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: E1/4
Date: JUNE 5, 2012
Located: Iron Pipe with Cap No. 23008
Depth: DOWN 4"
Placed:
Location: 1' WEST OF CENTERLINE OF ROAD.
Tie 1: N = 176701.423
Tie 2: E = 564187.893
Tie 3: ELEV. = 1476.643
Tie 4:
Remarks:


1861 Field Notes


Surveyor's Record Section 21


Surveyor's Record Section 22

Corner: SW
Date: NOV. 8, 2007
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SW
Date: July 19, 2018
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Corner: SW
Date: APR. 14, 1978
Located:
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG 6'x6'x7' DEEP HOLE WITH BACKHOE FOUND NOTHING


Corner: SW
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Surveyor's Record Section 21


Surveyor's Record Section 20


Surveyor's Record Section 29


Surveyor?s Record Section 28

Corner: S1/4
No information.


1861 Field Notes


Surveyor's Record Section 21


Surveyor?s Record Section 28

Corner: SE
Date: Aug. 27, 2020
Located: T-POST
Depth: 1.3' BELOW GRADE
Placed:
Location:
Tie 1: MAG NAIL IN NE FACE OF POWER POLE NW 46.35'
Tie 2: NO. 3 REBAR WITH REF. CAP NE 61.59'
Tie 3: NO. 3 REBAR WITH REF CAP SE 49.25'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


Corner: SE
Date: Jan. 28, 2015
Located: Iron Monument
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying


Surveyor's Record Section 21


Surveyor?s Record Section 28


Surveyor's Record Section 22


Surveyor's Record Section 27

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