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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 1). <br /> (a) Identify the corner by <br /> reference to the U.S. I I <br /> public land survey system. I I I <br /> • = Corner monument restored. — I — <br /> I I <br /> 3535 - - I -0 - I - - <br /> 2 2 I I I <br /> - - -fi - -I- - t- - - <br /> SOUTH 1/4 OF SECTION 35, I I <br /> TOWNSHIP 7 NORTH, RANGE 9 EAST, <br /> CITY OF MADISON, DANE COUNTY, <br /> 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 a brass cap monument at this corner and 2 ties from a previous tie <br /> sheet completed by Carl M. Sandsnes, dated February 16, 2004. I set 2 new <br /> ties 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 mode of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> m U m <br /> (d) Show a plan view drawing P z P <br /> depicting the relevant rn <br /> monuments and reference ties m t <br /> which is sufficient in detail 4 Dv \ <br /> to enable accurate relocation <br /> of the corner monument if the �� B.O.C. <br /> corner monument is disturbed. \ P <br /> Indicate north. <br /> FOUND BRASS CAP j //\ ROLFSMEYER DRIVE <br /> MONUMENT AT THE EX–DRIVE <br /> NORTH 1/4 CORNER OF <br /> SECTION 2, T6N, R1OE • B.O.C. <br /> 171.43' ' �� 90.33' <br /> LEGEND / sEr loF± <br /> WEST OF <br /> POWER POLE <br /> 0 SET 3/4" REBAR EX–DRIVE <br /> • 3/4" SOLID IRON ROD (S.I.R.) FOUND FOUND BRASS CAP <br /> - - EXISTING POWER POLE MONUMENT AT THE <br /> SOUTH 1/4 CORNER OF <br /> NOT TO SCALE SECTION 35, T7N, R9E <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 /> (gdch) 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 Affix Land Surveyor Seal <br /> r i <br /> ��\‘‘ CON X11/ <br /> ��s•• ...... S/ <br /> ■(i) I. AAA"; R. Gl o s s r ADAM R. <br /> (type or print name) certify that the corner location shown • <br /> on this record was determined by me or under my direction and .. GROSS _ <br /> •control and that this U.S. Public Land Survey Monument Record is � •1 S-3017 <br /> correct an. complete to th= best of my knowledge and belief. • S SUN PRAIRIE ; <br /> Z y'''� Zo 1 y <br /> Signa ure Date ��I �/ ••••••••• •��∎� <br /> L J <br /> FN: PRA04 <br /> 1AO`1Oc 50 Oa.O <br />