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r r <br /> • <br /> U . S . PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S T R U C T I O N S : This record shall show the location of the corner and shall <br /> include all of the following nine elements (a through i ) . <br /> (a ) Identify the corner by <br /> reference to the U.S. I I <br /> public land survey system. I I I <br /> 0 e Corner monument restored. I I <br /> / <br /> I I I <br /> w.Es r iy CO/FWE.P, <br /> .S.E C7-,o,v /S, T /v� A=> 9,E, I I I <br /> , I I <br /> To kVA/ c›,‘" ✓i.E.viV 4J Z,fl/✓,6-- • I I I <br /> ..'OVit/T >- / Y'/SCON.s/if/. I __ <br /> I - -I- - - - - <br /> I <br /> I I I <br /> , I I <br /> -I- _ _ _ _ _ _ __ _ _ _I I <br /> I I I <br /> 1 I I <br /> I <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or <br /> any other material evidence you considered, and whether the monument was found or placed. <br /> 1) I found a P .K. nail at the West quarter corner of Section 15 , per <br /> Williamson Survey Map #80W-43 . <br /> 2) Dane County aluminum monument set. <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments, or, if <br /> the location is within a municipality, to at least 2 witness monuments. (Witness monuments <br /> shall be made of concrete, natural stone, Iron or other equally durable material.) <br /> Describe witness monuments. <br /> (d) Show a plan view drawing 46'.4A--A'E <br /> depicting the relevant <br /> monuments and reference ties .Qp-.gp <br /> which is sufficient in detail \\ <br /> to enable accurate relocation h) <br /> of the corner monument if the <br /> corner monument is disturbed. Q 1 <br /> Indicate north. NI <br /> 78/nig 35 <br /> • <br /> se <br /> _4-.272p 27 0 <br /> -Ir.- _ <br /> I <br /> d,_ <br /> /JT-PANS M <br /> iS <br /> i:"\ S'0,1.-T'.^YVE p CO PNEP Nil y5 14"of�,� OF O!/E.P/Y.E�7 0 <br /> iii <br /> TP4NS' /SS/oi1...- /t/E in <br /> uYS S. � <br /> t. <br /> 3 �t OE <br /> ^ Q <br /> O JeJ -,4srA.GV4l/ti� <br /> /L10NU/1.ENT L a <br /> , 0 .S.ET /%y -O/4. 7,1:1%)A/ ,e0..0. • n\ 7e'.2 S • <br /> • <br /> 1 G.4".4 1./..e-.4- - <br /> ZD Pi✓E <br />