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TIE 40710092020 (8)
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TIE 40710092020 (8)
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Last modified
1/29/2016 11:21:15 AM
Creation date
1/28/2016 2:33:15 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Adams, Chris
Corner_Number
40710092020
Date
12/2/2015
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U. S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> CENTER Corner of Section _9 I <br /> Township 7 North, Range 10 East - .� CEN17'ER 4_ - <br /> CORNER <br /> City of MADISON 1 <br /> DANE County I <br /> DESCRIPTION OF EVIDENCE: _ $ECT.ON 0 <br /> Found corner as shown on tie sheet by Eric T7N RIDE <br /> Strum, dated July 26, 2016, in Dane County 1 1 <br /> Records, located in Section 9. Accepted as <br /> corner, found two ties and set 2 new ties as I I , <br /> shown below. <br /> LEGEND <br /> 0 = SET 3/4'x24' REBAR <br /> VT 15 LB PER LM FT <br /> ® = FOUND CHISELED 'X' qI <br /> di = 1 1/4' REBAR IN N <br /> ,l <br /> MONUMENT BOX V <br /> A = FIRE HYDRANT 01 <br /> e = MANHOLE o <br /> D = LIGHT POLE fgI e(9 6 <br /> * = RECORDED AS .. FD. CHISELED 'X' AT NE <br /> $U.93 E " SIDE OF MANHOLE RIM O <br /> •530 <br /> 5.3' N 79 ` CURB <br /> 60 •zn X04 (, <br /> CURB �' hti b <br /> '1' `s--9,9, CENTER OF a�'03 4: <br /> 661- SECTION 9 �3 2b� v RI <br /> cz o 4' &� o0 <br /> C 0 T wT A G F1 G R 0 ''' V E R O A D <br /> < It,5i I �I J' r� v <br /> •0 i cr Is; rss'•'OS !U <br /> o S 56 5t" wl 9<0 -9- 6 J o� <br /> c �F F <br /> CURB �� - �I J ... ....-a: CURB <br /> 6.2' S 89.53'50' V 77,961 "Cl I <br /> 0.,I FD, CHISELED 'X' AT NW CORNER OF <br /> CONCRETE BASE OR TRAFFIC LIGHT <br /> I <br /> wl <br /> AI <br /> I, �n„,,cs <br /> Ada"-L,s , certify that the corner Sur eal <br /> location shown on this record was determined by me or 0lV8 <br /> under my direction and control and that this U.S. 4t80 �a. <br /> Public Land Survey Monument Record is correct and <br /> complete to the best of my knowledge and belief, CHRIS W- <br /> * ADAMS <br /> S-2748 <br /> e WI WAUN KEE, ai <br /> (-./-*-----.7 0>________ �) -)- io/S <br /> "140, <br /> SUSHI `' <br /> Signature Date L 0. 1 <br /> 901100 q 2.020 <br />
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