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TIE 40609362020
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TIE 40609362020
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Last modified
11/21/2016 2:06:41 PM
Creation date
11/21/2016 1:39:43 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Adams, Chris
Corner_Number
40609362020
Date
11/3/2016
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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). <br /> MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> SECTI❑N NUMBER 36 CENTER CORXER <br /> 4 <br /> TOWNSHIP 6 NORTH, RANGE 9 EAST SECTION 36 <br /> • <br /> DANE COUNTY COORDINATES <br /> NORTHING: 437460.87 <br /> 437460.87 <br /> EASTING: 822895.91 ' <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTH❑METRIC HEIGHT: 961.72 VERTICAL DATUM: NAVD88 <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 /> THIS SECTION WAS SPLIT USING THE BEARING/BEARING METHOD PER THE OLD BLUE <br /> BOOK NOTES VOL. 4, PAGE 576. I CALCULATED THIS POSITION AND SET A 1/4' REBAR <br /> AND 4 NEW TIES, C❑NDITI❑NS ARE SHOWN BELOW, <br /> (c) CORNER LOCATION SKETCHt in -the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> (CO 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 /> LEGEND <br /> 0 = SET 3/4'x24' REBAR <br /> WT 1.5 LB PERLINFT <br /> = SET 1 1/4'x30' REBAR <br /> WT 4,30 LB PER LIN FT ,Lp' <br /> 1 <br /> o = UTILITY POLE b <br /> c N 76•S8,49.b 0 2 N <br /> W S <br /> 6313 <br /> CENTER CORNER <br /> BLACKTOP DRIVE SECTION 36 <br /> T6N, R9E <br /> 1°73° 0.0 <br /> E s cJo., <br /> N 680 S�J <br /> ❑HU ❑HU ❑HU —❑HU ❑HU ❑HU �� ❑HU ❑HU <br /> c3v- j,W <br /> A <br /> 40609362020 <br /> CORNER IDENTIFICATI❑N NUMBER: <br />
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