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TIE 40910352000 (3)
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TIE 40910352000 (3)
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Last modified
3/9/2017 8:41:10 AM
Creation date
3/7/2017 2:41:18 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Prieve, Noa
Corner_Number
40910352000
Date
2/6/2017
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DANE COUNTY PUBLIC LAND SURVEY MONUMENT RECORD <br /> This record shall show the location of the corner and shall include all of the <br /> following nine elements (a through j). MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> SECTION NUMBER 36 <br /> TOWNSHIP 9 NORTH, RANGE 10 EAST W 1/4 CORNER <br /> Wb <br /> SECTION 36 <br /> T9N, R1OE <br /> DANE COUNTY COORDINATES <br /> NORTHING: 529380.90 <br /> EASTING: 853239.20 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> (b) Describe any record evidence, monument evidence, occupational evidence, <br /> testimonial evidence or any other material evidence you considered, and whether <br /> the monument was found or placed. <br /> 1' ROD AND TIES PER JEFFREY QUAMME TIE SHEET WERE REMOVED DURING ROAD <br /> CONSTRUCTION, I USED C.S.M. No. 9452, 6387, 13202, 12556, 9315, MIGRATION PATH <br /> ESTATES PLAT, SHONAS HIGHLAND PLAT AND SCHROEDER'S FIELD PLAT TO REESTABLISH <br /> SECTION CORNER. I SET A SURVEY SPIKE AT THE WEST 1/4 CORNER AND SET TIES AS <br /> SHOWN BELOW. <br /> (c) CORNER L❑CATION SKETCH: in -the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> SCI) The sketch shall include physical features surrounding the monument location <br /> sufficient to easily find the monument when in the general area, such as but <br /> not limited to utility poles, signs, trees, edges of forests or cropland, field <br /> lanes, water bodies, pavement, buildings, etc. Sketch shall also indicate north <br /> and scale, and include descriptions of symbols, in sketch or by legend. <br /> 0 <br /> b <br /> L.L. II <br /> oW <br /> 21.1 • Aj : • 16.1 <br /> N L'� L)I �- <br /> w 2qb v <br /> b <br /> a • 1\ NW CORNER DUTLDT 3 <br /> i.13 Ct oar 22 SHONAS HIGHLANDS PL A T <br /> 5 59.94' <br /> W 1/4 CORNER A� 89'37'33' W <br /> SECTION 36 o LEGEND <br /> T9N, R1OE (� 0 = SET 3/4'x24' REBAR <br /> SET SURVEY 4 q oZ WT 1.5 LB PER LIN FT <br /> SPIKE O 42 !.4, W <br /> Q2 c "`+l Q j 0 = FOUND 1' IRON PIPE <br /> 2t EI (`' O ct = SET SURVEY SPIKE <br /> O = POWERPOL E <br /> 22.3 • L1 <br />
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