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TIE 40609072020 (3)
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TIE 40609072020 (3)
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Last modified
10/25/2016 4:05:28 PM
Creation date
10/24/2016 3:16:18 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Adams, Chris
Corner_Number
40609072020
Date
10/19/2016
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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 7 CENTER CORNER <br /> TOWNSHIP 6 NORTH, RANGE 9 EAST <br /> DANE COUNTY COORDINATES 'ECTION 7 <br /> cii <br /> TRUE CORNER: <br /> NORTHING: 458661.53 <br /> FASTING: 769850. 17 _ tT&NU_9E _ <br /> DANE COUNTY COORDINATES <br /> MEANDER CORNER <br /> NORTHING: <br /> 458387.38 <br /> EASTING: 796840.99 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ORTH❑METRIC HEIGHT: 1031.51 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 /> CORNER FALLS IN ACTIVE QUARRY. NO EVIDENCE OF TIES OR MEANDER CORNER WERE <br /> FOUND. I CALCULATED THE TRUE POSITION BY BEARING/BEARING SPLIT AND FOUND THE <br /> TRUE CORNER POSITI❑N COULD NOT BE SET. I SET A MEANDER CORNER ON LINE WITH <br /> THE SOUTH Y4 CORNER AND TIE IT OUR AS SHOWN. <br /> (c) CORNER L❑CATI❑N SKETCH: in the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> (CD 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 /> di CENTER CORNER <br /> • SECTION 7 LEGEND <br /> T6N, R9E <br /> o 0 = SET 3/4'x24' REBAR <br /> a CO WT 1,5 LB PER LIN FT <br /> CO d: <br /> o ❑ = SET 1 1/4'x30' REBAR <br /> N <br /> L!-) al WT 4,3 LB PER LIN FT <br /> in <br /> ° 2 cO = CALCULATED TRUE CORNER <br /> C) <br /> 0 °'� <br /> W SoS �� I�E li <br /> j� �R MEANDER CORNER <br /> TO CENTER OF j62 <br /> Q ./ SECTION 7 <br /> T6N, R9E <br /> S 78°25'57" W G N a 66°S <br /> 19.58 `'r-4e 6 4,6„ <br /> x—x—x x x x 4x— W <br /> 40609072020 <br /> CORNER IDENTIFICATION NUMBER <br />
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