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U . S . PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S 1 R U C T I 0 N S : Ihis 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 I I I <br /> reference to the U. S. <br /> public land survey system. I I I <br /> 0 I I I <br /> _= Corner Curcr monument restored. <br /> S1 r 1 • <br /> 1 1 <br /> Northwest Corner Section 19 , Town I I I <br /> I I - - - - <br /> 9 North, Range 7 East, Town of - - - - -i — — — <br /> I <br /> Roxbury Dane County, WI . I I <br /> ZI Z - - <br /> ( 1 <br /> Flt l • <br /> I 1 <br /> 1 1 <br /> ( b) Describe any record evidence, ,monument evidence, occupational evidence, testimonial evidence or <br /> any otter material evidence you considered, and whether the monument was found or placed. <br /> Found Dane County Aluminum Monument as referenced by David Riesop <br /> ( December 1984) . Set R.R. spike in new surface, checked the existing <br /> ties and set two additional ties in conjunction with CTH "Y" <br /> //- g - 17 <br /> resurfacing project. n <br /> jJov . 2017 L �ui.S a, (2a;( Roca ''',Pt KR., aAl Fe) AA. <br /> `±'ke. +te.s in ex tdY41; .t eo fv-cc-f 41.5 <br /> 1101,4-,0- be.1o......) <br /> (c) In the plan view drawing below, provide reference res to a st 4 wi Hess monuments, or, if <br /> the location is within a municipality, to at least 2 witne s numents. (Witness monuments <br /> shall be made of concrete, natural stone, iron or other e ually durable material.) <br /> Describe witness monuments. <br /> AA A%vin 1-- �/� 5 Zo 3 5 <br /> (d) Show a plan view drawing �-t 'TVA I J r0('v} <br /> depicting the relevant x <br /> monuments and reference ties W <br /> which is sufficient in detail <br /> to enable accurate relocation ( ) REC. AS =W<-0. v <br /> of the corner monument i I' the <br /> corner monument is disturbed. <br /> Indicate north. <br /> -4 <br /> 2 <br /> IQ <br /> g O <br /> DRILL K OLE W IN <br /> C.M.P <br /> 49.11' is 5 x 24" RE Bqx r5er) <br /> (46.9-1') f <br /> E. _ _ . .�__ . i?.4.es <br /> 2?. 83' <br /> G .T. H , P.K. NL. 32, (04.0 RJR SPK. - <br /> '4, <br /> Ii <br /> " .:. Gs.) <br /> r <br /> r Y T - , r . <br /> N _ 1 • I L,O4NL IIJ OP.K�FQ) <br /> �o 51 M� W W r,_�Ow (ED) X <br /> 4090( 13000'0 <br />