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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 I <br /> public land survey system. <br /> I I <br /> —• = Corner monument restored. — — — <br /> I I <br /> 6 5 - - i — — I - - <br /> 7 8 I I I <br /> MEANDER CORNER FOR THE SOUTHWEST ` — — — t <br /> CORNER OF SECTION 5, TOWNSHIP 7 1 I <br /> NORTH, RANGE 10 EAST, CITY OF • I <br /> MADISON, DANE COUNTY, WISCONSIN. <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 /> I found an concrete monument with brass cap at the meander corner and three (3) <br /> existing ties from previous tie sheet done by Ross A. Michaels dated February 13, 2009 <br /> and set two (2) new tie as shown below. <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. <br /> (Witness monuments shall be made of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> FOUND CONCRETE MONUMENT WITH BRASS <br /> (d) Show a plan view drawing CAP AT THE MEANDER CORNER FOR THE <br /> depicting the relevant SOUTHWEST CORNER OF SECTION 5, T7N, <br /> R10E, WCCS (DANE) MEASURED COORDS. <br /> monuments and reference ties N: 488,744.91 (488,744.96) EXISTING <br /> which is sufficient in detail E: 831,370.40 (831,370.30) BRICK HOUSE <br /> to enable accurate relocation TRUE CORNER RECORDED COORDS. S 02402 <br /> of the corner monument if the N: (488,774.95) <br /> corner monument is disturbed. E: (831,371.18) , / <br /> Indicate north. • <br /> r O /i <br /> O W 111, r��*::71 36' <br /> 11 =7 i <br /> 1;11, Q `�� XISTING SIDEWALK <br /> LEGEND <br /> EXISTING BLDCK 'ice <br /> RETAINING WALL :11111 <br /> �A��i� e <br /> Q 1"PINCH PIPE FOUND (TYPICAL) ����� �� p6 \X CHISELED CROSS FOUND ..jjj°•°•s \I J EXISTING CURB INLET °` // \\ <br /> EXISTING FIRE HYDRANT / G �J \ <br /> L \ <br /> EXISTING POWER POLE EXISTING FIRE 0PKBRN E 'R <br /> HYDRANT ^ \ <br /> SCALE: 1"=30' (TOP NUT) P \ <br /> O <br /> (e) Describe any material discrepancy between the location of the corner as restored or <br /> reestablished and the location of that corner as previously restored or reestablished <br /> by distance and direction. Show the discrepancy on the plan view drawing under (d), <br /> above. Show the distances between the corner as previously restored or reestablished <br /> and (1) the corner as restored or reestablished, and (2) to at least 2 of the 4 witness <br /> monuments shown on the drawing in (d), above. <br /> No known discrepancy <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a <br /> found perpetuated location? <br /> A found perpetuated location <br /> (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the <br /> method, including the directions and distances to other public land survey corners used as <br /> evidence or used for proportioning in determining the corner location? <br /> No <br /> Affix Land Surveyor Seal <br /> - ` �1�,1Tf17/ �� � <br /> .�N�� SC0NS/i,// <br /> (i) I. /ei Aral )2. 6z-e ss ADAM R. <br /> (type or print name) certify that the corner location shown ``` • GROSS <br /> on this record was determined by me or under my direction and - S S-3017 <br /> control and that this U.S. Public Land Survey Monument Record is % • <br /> correct and : plete to the 'est of my knowledge and belief. i ■ SUN PRAIRIE: <br /> r <br /> i <br /> 03/y//7 sue' 9 . WI ••• 0 � <br /> Signature Date //' " `` <br /> L J <br /> FN: 116.1077.30 <br /> (-( 07 no 6 occ <br />