Corner: NW
Date:
Located:
Depth:
Placed: IRON PIN ASSUMED
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: SEP. 12, 2020
Located: 8"X8"X12" STONE DOWN 1.1' WITH 1" SQUARE IRON BAR ON NORTHWEST SIDE
Depth:
Placed:
Location:
Tie 1: CAUTION SIGN NW 61.08'
Tie 2: CAUTION SIGN NW 29.39'
Tie 3: NO. 4 REBAR WITHOUT CAP, FLUSH SW 39.97'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 11
Surveyor?s Record Section 3
Surveyor?s Record Section 10
Surveyor?s Record Section 2 |
Corner: N1/4
Date: SEPT. 12, 2020
Located: MAG NAIL
Depth: FLUSH WITH ASPHALT
Placed:
Location: ON CENTERLINE
Tie 1: MAG NAIL IN EAST FACE CORNER POST, N-W FENCE LINE NE 47.96'
Tie 2: MAG NAIL IN EAST FACE OF POWER POLE SW 48.64'
Tie 3: NO. 3 REBAR WITHOUT CAP SE 32.46'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: N1/4
Date: APRIL 4, 1991
Located: 3/4" REBAR
Depth: 0.6' BELOW GRADE
Placed: IRON PIN ASSUMED
Location:
Tie 1: N&C PP SW. 50.93'
Tie 2: N&C COR. FE. POST NE. 48.66'
Tie 3: 3/8" REBAR SE. 32.52'
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 2 |
Corner: NE
Date: OCT. 30, 1974
Located: FIELD STONE
Depth: 28" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C COR POST NE. 59.30'
Tie 2: N&C BRACE POST E/NE. 68.10'
Tie 3: N&C YIELD SIGN POST SW. 60.98'
Tie 4:
Remarks:
Corner: NE
Date: SEPT. 18, 2008
Located: P.K. NAIL
Depth: At Surface
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NE
Date: APRIL 4, 1991
Located: STEEL PIN
Depth: SURFACE
Placed:
Location:
Tie 1: 3/8" REBAR NE. 53.97'
Tie 2: 3/8" REBAR SW. 79.55'
Tie 3: 3/8" REBAR SE. 54.43'
Tie 4:
Remarks:
Corner: NE
Date: SEPT. 02,2020
Located: P.K. NAIL
Depth: FLUSH IN ASPHALT
Placed:
Location:
Tie 1: SEE ATTACHED CERT.
Tie 2:
Tie 3:
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Surveyor?s Record Section 11
Surveyor?s Record Section 2
Surveyor Record Section 1
Surveyor?s Record Section 12 |
Corner: W1/4
Date: October 17, 2017
Located: Old Rotten wood Corner fence post
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Set Flush with the ground level.
Location: At the intersections of the old fences N-S-E-W.
Tie 1: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.2' (29.48') SE
Tie 2: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.2' (36.81') SW
Tie 3: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.2' (41.95') NW
Tie 4: N= 219019.457, E= 569199.455
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 10 |
Corner: CENTER
No information.
Surveyor?s Record Section 11 |
Corner: E1/4
Date: OCT. 30, 1974
Located: 2"x2" HUB WITH SIX 1"x2" HUB AROUND
Depth: 5' BELOW GRADE
Placed: STEEL PIN
Location: ABOVE HUB AT SURFACE
Tie 1: N&C COR. POST W. 50.14'
Tie 2: N&C BRACE POST SW. 50.58'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: Sept. 14,2020
Located: NO. 4 REBAR
Depth: FLUSH WITH ASPHALT.
Placed:
Location:
Tie 1: MAG NAIL IN NORTH END OF CULVERT NW 46.44'
Tie 2: MAG NAIL IN EAST FACE OF POWER POLE SW 103.33'
Tie 3: R/W SIGN NE 85.95'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 12 |
Corner: SW
Date: December 11, 2017
Located: Nothing
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Flush with the ground level.
Location: One Rod east of southeast of Centerline of Dry Wash.
Tie 1: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' (69.36') SE
Tie 2: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' (39.16') SE
Tie 3: 3/4" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.5' (74.67') NE
Tie 4: N= 216377.640, E= 569224.043
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 11
Surveyor?s Record Section 10
Surveyor?s Record Section 15
Surveyor?s Record Section 14 |
Corner: S1/4
Date: September 12, 2017
Located: 5" x 6" x 8" Stone, Down .4'
Depth:
Placed: 3/4" x 24" Rebar with plastic cap stamped "MN DNR LS 17003" Down .5'
Location: On Centerline of the E-W Rd.
Tie 1: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (21.10') NE
Tie 2: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (25.72') SE
Tie 3: 3/8" x 24" Rebar with plastic cap stamped "MN DNR RP" Down 0.3' (29.76') SW
Tie 4: N= 216414.683, E= 571892.773
Remarks: MN DNR LS
Corner Certification
1861 Field Notes
Surveyor?s Record Section 11
Surveyor?s Record Section 14 |
Corner: SE
Date: OCT. 30, 1974
Located: FIELD STONE
Depth: 26" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP SW. 56.99'
Tie 2: TOP OF TEL. PED. NW. 74.87'
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 11
Surveyor?s Record Section 14
Surveyor?s Record Section 12
Surveyor?s Record Section 13 |
