Township:

Section:

Corner: NW
Date: 1966
Located: CONC. MON.
Depth: 4" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1: N&C FE. POST N. 91.9'
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: NW
Date: Sept. 5, 1980
Located: 1/2" iron bar
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


Corner: NW
Date: SEPT. 28, 1989
Located:
Depth:
Placed: STEEL PIN
Location: IN BIT. MAT
Tie 1: EDGE OF CONC. TILE S/SW 51.30'
Tie 2: 2"x2" HUB N. 65.10'
Tie 3:
Tie 4:
Remarks:


Surveyor?s Record Section 15


Surveyor?s Record Section 9


Surveyor?s Record Section 16


Surveyor?s Record Section 10

Corner: N1/4
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN BLAZED FE. POST NW. 43.3'
Tie 2: TACK IN COR. POST S. ON LINE 33'
Tie 3:
Tie 4:
Remarks:


Corner: N1/4
Date: Sept. 5, 1980
Located: 1/2" iron bar
Depth:
Placed:
Location: On centerline of CSAH 21
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


Corner: N1/4
Date: 1966
Located: IRON STAKE
Depth: 4" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STAKE
Tie 1: TOP CENTER OF TEL. PED. NW. 74.4'
Tie 2:
Tie 3:
Tie 4:
Remarks:


1861 Field Notes


Surveyor?s Record Section 15


Surveyor?s Record Section 10

Corner: NE
Date:
Located:
Depth:
Placed: STONE
Location:
Tie 1: TACK IN LIGHT POLE NW. 41.3'
Tie 2: TACK IN COR. POST NE. 44.6'
Tie 3: BOTTOM BOLT ON STEEL POST SE. 41.4'
Tie 4:
Remarks:


Corner: NE
Date: APRIL 4, 1991
Located: STEEL PIN
Depth: FLUSH WITH BIT.
Placed: P.K. NAIL ON APRIL 7, 1992
Location: ABOVE PIN
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: NE
Date: July 7, 2015
Located:
Depth: AT SURFACE
Placed: MAG NAIL
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: NE
Date: JUNE 18, 1971
Located: IRON PIPE
Depth:
Placed: STEEL PIN
Location: ABOVE PIN
Tie 1: TOP TURNBUCKLE C.M.P. SW. 54.35'
Tie 2: N&C PP SE. 74.39'
Tie 3: 3/8" REBAR NW. 72.40'
Tie 4:
Remarks:


Corner: NE
Date: July 15, 2004
Located: PK nail over Iron Pin
Depth: Flush with bit. surface
Placed:
Location: Centerline of intersection of CSAH 21 & CSAH 38
Tie 1: 3/8" rebar NW 72.40'
Tie 2: Mag nail with Orange Tag in SW face of PP SE 74.62'
Tie 3: Top turnbuckle of 24" CMP SW 54.35'
Tie 4:
Remarks: Yaggy Colby Associates
Corner Certification


Surveyor?s Record Section 15


Surveyor?s Record Section 10


Surveyor?s Record Section 11


Surveyor?s Record Section 14

Corner: W1/4
Date: Oct. 22, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: Per evidence of north-south and east-west fence line intersection
Tie 1: Steel Fence Post W. 27.7'
Tie 2: Steel Fence Post S. 12.4'
Tie 3: Steel Fence Post S. 19.4'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


1861 Field Notes


Surveyor?s Record Section 15


Surveyor?s Record Section 16

Corner: CENTER
No information.


Surveyor?s Record Section 15

Corner: E1/4
Date: April 7, 1992
Located: 1/2" Rebar
Depth: Flush with Bit.
Placed: P.K. Nail
Location: At Surface
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: 1980 TIES OK


Corner: E1/4
Date: Sept. 5, 1980
Located: 1/2" iron rebar
Depth: At surface
Placed: reset 1/2" iron rebar with "LS 12967" cap
Location: On the centerline of CSAH 38
Tie 1: 3/8" rebar NW. 37.14'
Tie 2: 3/8" rebar SW. 38.58'
Tie 3: 3/8" rebar NE. 41.58'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


Corner: E1/4
Date: JUNE 18, 1971
Located: IRON PIPE
Depth:
Placed: 1/2" REBAR
Location: ABOVE PIN
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: E1/4
Date: July 15, 2004
Located: 1/2" rebar with PK above
Depth:
Placed:
Location:
Tie 1: 3/8" rebar SW 38.671'
Tie 2: 3/8" rebar NW 37.32'
Tie 3: 3/8" rebar NE 41.65'
Tie 4:
Remarks: Yaggy Colby Associates
Corner Certification


Corner: E1/4
Date: July, 7, 2015
Located:
Depth: AT SURFACE
Placed: MAG NAIL
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


1861 Field Notes


Surveyor?s Record Section 15


Surveyor?s Record Section 14

Corner: SW
Date: Oct. 22, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: Per evidence of north-south and east-west fence line intersection
Tie 1: Brass Disc "LS 12967" & nail in 6" ash tree SW. 14.47'
Tie 2: Brass Disc "LS 12967" & nail in 18" ash tree SE. 2.90'
Tie 3: Brass Disc "LS 12967" & nail in fence post E. 23.88'
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


Surveyor?s Record Section 15


Surveyor?s Record Section 16


Surveyor?s Record Section 21


Surveyor?s Record Section 22

Corner: S1/4
Date: Sept. 5, 1980
Located:
Depth:
Placed: 1/2" Rebar with "LS 12967" cap
Location: On line between & equidistant from the southeast and southwest corners of section 15
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


1861 Field Notes


Surveyor?s Record Section 15


Surveyor?s Record Section 22

Corner: SE
Date: Sept. 5, 1980
Located: 1/2" iron rebar
Depth:
Placed:
Location: On the centerline of the intersection of both roads
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Martin Land Surveying
Corner Certification


Corner: SE
Date: JULY 27, 1971
Located: CONC. MON.
Depth:
Placed: STEEL PIN
Location: ABOVE MON.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: Oct. 23, 1984
Located: 6"x6" concrete monument
Depth: 2.0' down
Placed: 1.25"x 1.25"x 20" perforated steel tube with aluminum cap stamped "DNR Survey Marker" over conc mon
Location: At centerline of intersection of roads
Tie 1: DNR Nail & Disc NE side of PP up 6' NW 72.72'
Tie 2: DNR Nail & Disc North side of Yield Sign up 6' NE 65.51'
Tie 3: BM 4 "JMK 1966" Disk in Concrete SE 165.33'
Tie 4:
Remarks: MN DNR LS
Corner Certification


Corner: SE
Date: July 7, 2015
Located:
Depth: AT SURFACE
Placed: 3/8 IRON STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: APRIL 4, 1991
Located: D.N.R. SURVEY PIN
Depth: 0.1' BELOW BIT.
Placed: P.K. NAIL ON APRIL 3, 1992
Location: ABOVE PIN
Tie 1: N&C PP NW. 72.76'
Tie 2: 3/8" REBAR SW. 55.46'
Tie 3: 3/8" REBAR SE. 69.39'
Tie 4:
Remarks: TIES OK IN 1992


Surveyor?s Record Section 15


Surveyor?s Record Section 22


Surveyor?s Record Section 14


Surveyor?s Record Section 23

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