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ACCESS POINT
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SEPARATION
RIGHT OF WAY POINT
RIGHT OF WAY POINT
TO BE MCNUMENTED
COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS—
TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO—
VIDED ON THE DETAIL SHEETS.
RIGHT OF WAY MONUMENTS ARE REBAR AND ARE PLACED PRIOR
TO OR AT THE TIME OF LAND TITLE TRANSFER,
RIGHT OF WAX BOUNDARIES ARE DEFINED WITH COURSES OF THE
PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC
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II
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END RELOCATION ORDER
STA. 603.00,,
APPROX. 984.03' NORTH AND 3679.47" WEST
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LAYOUT
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ONLY.DEEDS MUST BE CHECKED
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3 s 39*13131,*W 20.61
4 N 39013'31*'E 137.34 Nrl
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14 22 S 39* 13'3 1 "lly 60.00
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14 S 87'43'31"E
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16 N 31*03'57"W 115.39
17 N 87'43'31"W,' 16.97_
18 N 02*16'29"E 163.78
19 S ST 43 31 E 25.95
20
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21
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REVISION DATE
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ROUTE COUNTY DATE
3�22�95 Mc,
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7-15-94
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DATE
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R/W PROJECT NUMBER
SHEET
Z-30-94 S.T.H. 35 ST. CROix
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wISDOT/CADDS SHEET 75