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TIE 40710360000 (17)
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TIE 40710360000 (17)
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Last modified
11/29/2017 1:43:40 PM
Creation date
11/29/2017 12:47:27 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
CARLSON, BRIAN
Corner_Number
40710360000
Date
10/16/2017
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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 following nine elements (a <br /> through j). <br /> (a) CORNER LOCATION MARK CORNER LOCATION <br /> SECTION NUMBER: 36 - <br /> TOWNSHIP 07 NORTH, RANGE 10 EAST <br /> 36 <br /> DANE COUNTY COORDINATES <br /> NORTHING: €460,990.1731 <br /> EASTING: 1904,792.4291 <br /> HORIZONTAL DATUM & ADJUSTMENT: WISCONSIN COUNTY COORDINATES, DANE COUNTY, NAD 83 (2007) <br /> ORTHOMETRIC HEIGHT: VERTICAL DATUM: <br /> €XXXI = RECORDED AS PREVIOUSLY SURVEYED <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any <br /> other material evidence you considered, and whether the monument was found or placed. <br /> Following highway reconstruction, I set a 60d magnetic nail at the corner location, at the approximate <br /> intersection of centerline of CTH AB, and approximately 400' south of IH 39, as reestablished from <br /> coordinates published on Wisconsin Department of Transportation Project ID 1007-10-81. Witness <br /> monuments were placed as shown hereon. <br /> (c) CORNER LOCATION SKETCH: In the sketch, provide reference ties to at least 4 witness monuments of <br /> lasting durable material. <br /> (d) The sketch shall include physical features surrounding the monument location sufficient to easily find the <br /> monument when in the general area, such as but not limited to utility poles, signs, trees, edges of forests or <br /> cropland,field lanes, water bodies, pavement, buildings, etc. Sketch shall also indicate north and scale, and <br /> include descriptions of symbols, in sketch or by legend. <br /> A = SET "MAG NAIL" IN PAVEMENT <br /> NC m <br /> II Z Q I TIE NAIL I BN S. <br /> SIDE OF BEAM <br /> Q GUARD POST <br /> 2 GUARD RAIL <br /> II N = �� TIE NAIL IN E. <br /> SIDE OF BEAM <br /> / GUARD POST <br /> TIE NAIL IN S. I4' �° <br /> SIDE OF BEAM I ' . 2/ '. <br /> GUARD POST \c5) //o <br /> ill %6544;cii <br /> Ah�l E.O.P. <br /> TIE NAIL IN N. II / Y <br /> SIDE OF BEAM ° m <br /> Z Q <br /> GUARD POST D. <br /> Q <br /> E.O.P. W 3 <br /> it N - <br /> 1 60' <br /> CORNER IDENTIFICATION NUMBER (36SE-7-10) <br /> �0 7/0 3 0000 <br />
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