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. . <br /> Up 6o NV p L © L&ND SVllll V E L U1Jl1OUVLUIlL1EUVT 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 include all <br /> of the following nine elements (a through i ) <br /> (a) Identify the corner by reference <br /> to the U. S. public land survey <br /> system. <br /> • = Corner Monument Restored. I I I I <br /> I I I 1 <br /> SOUTHEAST CORNER, SECTION 1 1 1 1 <br /> I I I I <br /> 33, T 1 N, R 9 E, TOWN OF I <br /> MADISON, DANE COUNTY, I I I I I <br /> WISCONSIN. I I I 1 <br /> I I I I I <br /> DANE CO. COORDINATES I I I I I <br /> (1991 ADJUSTMENT) F - - - - + - - - + — — — - i <br /> N:461,095.44 1 I I I I <br /> E:810,515.15 I I I I I <br /> i I I I <br /> I I I I <br /> I I I I I <br /> I I I I <br /> I I I I <br /> I I I I <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other <br /> material evidence you considered, and whether the monument was found or placed. <br /> THE MEANDER CORNER CALLED FOR IN TIE SHEETS BY JAMES D. PREHN, DATED <br /> 1/11/84 AND BY BRUCE 0. FRUDDEN, DATED II/12 HAD BEEN DESTROYED, <br /> POSSIBLY DURING CONSTRUCTION OF A NEW DECK I RESET THE ACTUAL SECTION <br /> CORNER USING TIES TO WITNESS MONUMENTS AND THE 1.35' CALL ALONG THE <br /> SOUTH LINE OF SECTION 33 FROM ABOVE DESCRIBED TIE SHEETS. THIS <br /> LOCATION CHECKED WELL WITH TIES TO SURROUNDING PLATS AND CERTIFIED <br /> SURVEYS. <br /> FORMER LOCATION <br /> S. 1/4 CORNER OF DESTROYED SE CORNER <br /> SECTION 33 S. LINE, SEC. 33 MEANDER COMER 1.35' <br /> $ SECTION 33 <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. Witness monuments <br /> shall be mode of concrete, natural stone, iron or other equally durable material. Describe witness monuments. <br /> (d) Show a plan view drawing <br /> _LEGEND <br /> depicting the relevant - SET MAGNAIL IN UPPER DECK AT SECTION <br /> monuments and reference ties CORNER LOCATION-NOT THE MEANDER <br /> which is sufficient in detail CORNER LOCATION AS SET PREVIOUSLY <br /> to enable accurate relocation BY BRUCE 0. FRUDDEN IN 11/12. <br /> of the corner monument if the <br /> corner monument is disturbed. N V k' <br /> Indicate north. • SET 3/4' x 24' ROD +� f'V <br /> �- } <br /> HAND RAIL PIPE CORNER <br /> 4' FROM 28" OAK ,i i <br /> w �I/ E <br /> 2' FROM 38" OAK eit <br /> co 43 s <br /> !� .N <br /> DETAIL `' 4k2 �+ SCALE: 1':40' <br /> (NOT TO SCALE) 9�O oJQN" <br /> in co <br /> co <br /> (liT> <br /> QQ��`s.� .002 (2ND ROW FROM ROMBBOG OM) <br /> JOcv SZc. ki <br /> I' <br /> Q <br />