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TIE 40808310000 (6)
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TIE 40808310000 (6)
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Last modified
3/1/2017 11:59:42 AM
Creation date
3/1/2017 11:32:14 AM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Adams, Chris
Corner_Number
40808310000
Date
2/28/2017
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DANE COUNTY PUBLIC LAND SURVEY MONUMENT RECORD <br /> This record shalt 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 5 <br /> 11M/RN R <br /> TOWNSHIP 7 NORTH, RANGE 8 EAST IoN 1 <br /> DANE COUNTY COORDINATES RI : : .7 <br /> NORTHING: 498,725.55 IIIII <br /> EASTING: 768,624.48 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTHOMETRIC HEIGHT: 1,058. 71' 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 /> FOUND AND ACCEPTED A 3'4' REBAR AND TWO TIES PER CARL SANDSNES TIE SHEET DATED <br /> JANUARY 12, 1994. I SET TWO NEW TIES. CONDITIONS ARE SHOWN BELOW. <br /> (c) CORNER LOCATION SKETCH1 in the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> (Oi) 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 q <br /> WT 1.5 LB PER LIN FT <br /> • = FOUND 3/4' REBAR WITH PLASTIC CAP <br /> e = FOUND SECTION CORNER a <br /> 3/4' REBAR 4 <br /> ## ) = RECORDED AS 24.6' <br /> •D = TRANSFORMER 4r '`� <br /> O = UTILITY POLE CO 3'• <br /> CI O <br /> ® = COMMUNICATIONS PEDESTAL �,.P�, 19,2,4 <br /> 4. A(6°,.AV <br /> 0 <br /> 60 69.5A a.42 4, zi <br /> M II <br /> II <br /> N w NW CORNER <br /> 0 SECTION 5 <br /> N S 49°00'17" W w ® T7N, R8E <br /> V 53.56 a�. <br /> • <br /> 25.7' xtl <br /> a <br /> »:>. <br /> 40808310000 <br /> CORNER IDENTIFICATI❑N NUMBER: <br />
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