Township:

Section:

Corner: NW
Date: 1936
Located: CONC. MON.
Depth:
Placed:
Location:
Tie 1: TACK COR POST SW. 46.8'
Tie 2: TACK FE. POST NORTH 34.0'
Tie 3:
Tie 4:
Remarks:


Corner: NW
Date:
Located: Marked Field Stone
Depth:
Placed:
Location:
Tie 1: 6"x6" Concrete Blocks NE 45'
Tie 2: 6"x6" Concrete Blocks SW 45'
Tie 3:
Tie 4:
Remarks: See Ties Document below.


Ties Document


Surveyor?s Record Section 1


Surveyor?s Record Section 2

Corner: N1/4
Date: APRIL 10, 1985
Located:
Depth:
Placed: 3/4"x 18" BRIDGE SPIKE
Location: 6" BELOW GRAVEL SURFACE
Tie 1: N&C BRACE POST NE. 156.91'
Tie 2: CHISELED "X" TOP CSP APRON NORTH 39.38'
Tie 3: CHISELED "X" TOP CSP APRON NW. 48.95'
Tie 4:
Remarks: DONE AFTER GRADING PROJECT.


Corner: N1/4
Date: JULY 7, 1983
Located: FIELD STONE
Depth: 10" BELOW SURFACE
Placed: R/R SPIKE ABOVE STONE
Location:
Tie 1: PAINTED RED STEEL FE. POST NORTH 32.00'
Tie 2: PAINTED RED STEEL FE. POST NE. 47.36', 2ND. POST EAST OF TIE 1
Tie 3: PAINTED RED STEEL FE. POST NW. 45.51', 2ND. POST WEST OF TIE 1
Tie 4:
Remarks:


Surveyor?s Record Section 1

Corner: NE
Date: JULY 7, 1983
Located: 4"x1" METAL TABLET SEC. COR.
Depth: 16" BELOW GRAVEL SURFACE, 45 DEGREE SLANT
Placed: #4x12" REBAR ABOVE HI PT. TABLET
Location:
Tie 1: N&C PP SW. 51.37'
Tie 2: N&C BLAZED TREE SE. 82.21'
Tie 3: CHISELED "X" TOP CONC. CULV. SOUTH END, SE. 41.45'
Tie 4:
Remarks:


Corner: NE
Date: Aug. 10, 2015
Located: 1" Square Iron Stake
Depth: 1' below surface
Placed: 5/8" X 6" Iron stake above Square Iron.
Location: 0.5' below surface. 1.5' North of centerline of East-West road and 2.5' East of PP line south.
Tie 1: N = 226951.761
Tie 2: E = 485108.184
Tie 3: Elev. = 1573.127
Tie 4:
Remarks:


Corner: NE
Date: APRIL 10, 1985
Located:
Depth:
Placed: 1/2"x19" REBAR
Location: ABOVE MON. 5" BELOW SURFACE
Tie 1: CHISELED "X" TOP RCP APRON SE. 48.64'
Tie 2: N&C PP. SW. 60.77'
Tie 3: N&C TEL. PED. NW. 51.08'
Tie 4:
Remarks: DONE AFTER GRADING PROJECT.


Surveyor?s Record Section 1


Surveyor?s Record Section 6

Corner: W1/4
No information.


1866 Field Notes


Surveyor?s Record Section 1


Surveyor?s Record Section 2

Corner: CENTER
No information.


Surveyor?s Record Section 1

Corner: E1/4
Date: SEPT. 14, 1899
Located:
Depth:
Placed: STONE IN ROAD
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Surveyor?s Record Section 1


Surveyor?s Record Section 6

Corner: SW
Date: NOV. 18, 1992
Located: SPIKE
Depth: 4" BELOW GRADE
Placed: REPLACED SPIKE WITH 3/4"x24" IRON PIN
Location: 4" BELOW GRAVEL
Tie 1: N&C PP NE. 46.90'
Tie 2: N&C GATE POST SW. 64.15'
Tie 3: N&C COR. FE. POST SW. 47.90'
Tie 4:
Remarks:


Corner: SW
Date: Sept. 30, 2003
Located: 10"x12"x14" Granite stone
Depth: Down 3.4'
Placed: 3/4"x24" rebar with a plastic cap stamped "MN DNR LS 17003" over stone
Location: On centerline of east-west road and 4.0' east of centerline road south
Tie 1: Nail & bottle cap SE side of PP up 1.3' NE 46.55' (1963 Tie)
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification


Surveyor?s Record Section 1


Surveyor?s Record Section 2


Surveyor?s Record Section 11


Surveyor?s Record Section 12

Corner: S1/4
Date: Sept. 30, 2003
Located: Very rotted wood post
Depth: down 3.8'
Placed: 3/4"x24" rebar with a plastic cap stamped "MN DNR LS 17003" down 0.5'
Location: On centerline of east-west road & in line with fence south
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification


1866 Field Notes


Surveyor?s Record Section 1


Surveyor?s Record Section 12

Corner: SE
Date: SEPT. 14, 1899
Located:
Depth:
Placed: STONE IN GRADE
Location: 6' N. OF CENTER
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:


Corner: SE
Date: July 7, 2016
Located: # 4 Rebar with no survey cap and the top was bent in the SW direction.
Depth: 1.75' Below the gravel surface.
Placed:
Location: 2' west of the N-S Road Centerline, On Centerline of the Road going west, and 2' North of the Centerline of the Road heading east.
Tie 1: Northing- 221807.760
Tie 2: Easting- 453675.750, Elev.- 1648.632.
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used Placed pink ribbon above the rebar, also placed at 3" and 6" above the rebar.


Surveyor?s Record Section 1


Surveyor?s Record Section 12


Surveyor?s Record Section 6


Surveyor?s Record Section 7

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