Township:

Section:

Corner: NW
Date: 1977
Located: CONC. MON.
Depth: 1.5' BELOW GRADE
Placed: 1/2"x12" IRON PIN
Location: ABOVE MON.
Tie 1: N&C POST SE. 40.81'
Tie 2: N&C COR POST WEST 40.11'
Tie 3: N&C BRACE POST NE. 47.64'
Tie 4:
Remarks:


Corner: NW
Date: MAR 21 2000
Located:
Depth:
Placed: 3/8" REBAR AFTER REGRADE
Location:
Tie 1: PK NAIL, TOP OF CULV. SE. 45.05'
Tie 2: PK NAIL TOP OF CULV. E/NE 46.38'
Tie 3: REBAR W. 153.57', 246.85' AND 341.18'
Tie 4:
Remarks:


Corner: NW
Date: June 29, 2015
Located: Iron Stake with DNR cap.
Depth: 0.3' below surface.
Placed:
Location: In line with centerline of North-South road and 2' South of West fence line.
Tie 1: N = 211037.902
Tie 2: E = 558639.772
Tie 3: Elev. = 1396.063
Tie 4:
Remarks: DNR Tie #1 from 2009 is still there.


Corner: NW
Date:
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST W. 40.0'
Tie 2: TACK IN TEL. POLE SW. 66.5'
Tie 3: FE. LINE 1' N. OF CORNER
Tie 4:
Remarks:


Corner: NW
Date: Aug. 11, 2009
Located: 3/8" Rebar
Depth: 0.3' Down
Placed: Plastic cap stamped "MN DNR LS 17003" on top of found rebar
Location: On Centerline of north-south road in line with fence west
Tie 1: Nail and DNR Disc in top center of corner fence post W 57.87'
Tie 2: PK Nail in top center of 18" CMP (2000 Tie) NE 46.38'
Tie 3: PK Nail in top center of 18" CMP (2000 Tie) SE 45.05'
Tie 4:
Remarks: MN DNR LS
Corner Certification


Surveyor?s Record Section 21


Surveyor?s Record Section 17


Surveyor?s Record Section 20


Surveyor?s Record Section 16

Corner: N1/4
Date: July 29, 2009
Located: Old wood corner fence post lying on the ground and the hole where it once stood
Depth:
Placed: 3/4"x12" Rebar with plastic cap stamped "MN DNR LS 17003" up 0.2' in okd corner post hole
Location:
Tie 1: Nail and DNR Disc in west side of corner fence post up 0.5' N 4.97'
Tie 2: Nail and DNR Disc in north side of 4" cherry tree up 0.5' E 6.68'
Tie 3: Nail and DNR Disc in south side of fence post up 0.5' NW 8.84'
Tie 4:
Remarks: MN DNR LS
Corner Certification


Corner: N1/4
Date: DEC. 18, 2009
Located: IRON MONUMENT INPLACE
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 16

Corner: NE
Date: July 28, 2009
Located: 8"x8"x16" Stone
Depth: 1.5' Down
Placed: 3/4"x12" Rebar with plastic cap stamped "MN DNR LS 17003" 0.4' down over Stone
Location: On Centerline of North-South Road in line with centerline of road East 6' South of field division west
Tie 1: Nail and DNR Disc in South side of PP up 2.0' SE 71.39'
Tie 2: NE Corner of Concrete Slab of the Holly Twp Hall Building SW 111.40'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification


Surveyor?s Record Section 21


Surveyor?s Record Section 16


Surveyor?s Record Section 15


Surveyor?s Record Section 22

Corner: W1/4
Date:
Located: CONCRETE STONE
Depth:
Placed: LAID A R/R SPIKE ACROSS THE TOP IN 1978
Location:
Tie 1: EDGE OF STEEL FE. POST E. 40.0'
Tie 2: TACK IN COR. POST W. 39.8'
Tie 3:
Tie 4:
Remarks:


Corner: W1/4
Date: June 29, 2015
Located: 3/8" Iron Stake
Depth: 0.3' below surface.
Placed:
Location: 2.0' West of centerline of North-South road and in line with East fence.
Tie 1: N = 208368.310
Tie 2: E = 558659.728
Tie 3: Elev. = 1426.98
Tie 4:
Remarks: Tie #1 from 2000 is still there.


Corner: W1/4
Date: MAR. 21, 2000
Located:
Depth: 0.2' BELOW GRADE
Placed: 3/8" REBAR
Location:
Tie 1: N&C PP SE. 60.3'
Tie 2: PK NAIL TOP OF CULVERT W/SW 51.3'
Tie 3: REBAR E. 104.80', 204.88' AND 308.54'
Tie 4:
Remarks:


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: DEC. 15,2020
Located:
Depth:
Placed: NO. 4 REBAR WITH CAP LS 45874 DOWN 0.4'
Location:
Tie 1: MAG NAIL IN NORTH FACE OF LONE FENCE POST SE 39.01'
Tie 2: MAG NAIL IN NORTHWEST FACE OF POWER POLE SW 31.92'
Tie 3: SCRIBED "X" IN NORTH END OF RCP CULVERT NW 47.05'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification


1861 Field Notes


Surveyor?s Record Section 21


Surveyor?s Record Section 22

Corner: SW
Date: JUNE 8, 1976
Located: CONCRETE STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: SW
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


Corner: SW
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: SW
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: SW
Date: 8/26/2024
Located:
Depth:
Placed:
Location:
Tie 1: N-205723.179
Tie 2: E-558685.584
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
At the top of the asphalt surface.


Surveyor?s Record Section 21


Surveyor?s Record Section 20


Surveyor?s Record Section 29


Surveyor?s Record Section 28

Corner: S1/4
Date:
Located: FOUND NOTHING
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: DUG LARGE HOLE AND FOUND NOTHING, NO DATE.


Corner: S1/4
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


1861 Field Notes


Surveyor?s Record Section 21


Surveyor?s Record Section 28

Corner: SE
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: SE
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 21


Surveyor?s Record Section 28


Surveyor?s Record Section 22


Surveyor?s Record Section 27

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