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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 <br /> public land survey system. I <br /> • = Corner monument restored. — _i_ t - - <br /> I <br /> 35 36 - - - 35-- - -- . <br /> 35 36 I I <br /> EAST 1/4 CORNER OF SECTION 35, — —1 — <br /> TOWNSHIP 7 NORTH, RANGE 10 EAST, <br /> TOWN OF BLOOMING GROVE, DANE COUNTY, I I <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 three existing as <br /> established by Michael S. O'keefe, dated December 21, 2006. I set one new tie <br /> 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 /> (d) Show a plan view drawing <br /> depicting the relevant SET 6't EAST OF <br /> TELEPHONE PEDESTAL <br /> monuments and reference ties — — <br /> which is sufficient in detail <br /> FOUND BRASS CAP MONUMENT U a` <br /> to enable accurate relocation AT THE EAST 1/4 CORNER OF ��F� <br /> of the corner monument if the z- <br /> corner monument is disturbed. SECTION 35, T7N, R1OE <br /> Indicate north. �. 411:1T: <br /> SIGGELKOW (99 70) ___-f �LEGEND ROAD gg62 _ teO SET 3/4" REBAR ♦,_ _ 5• 3/4" SOLID IRON ROD (S.I.R.) FOUND 34 ]E • ❑ �` <br /> O 1 1/4" IRON PIPE (LP.) FOUND C — <br /> C? TRAFFIC SIGN - - 0 <br /> 0 TELEPHONE JUNCTION BOX OVERHEAD z , <br /> UTILITIES <br /> ELECTRIC POWER POLE § ' <br /> SCALE: 1"=40' m TREE LINE <br /> xii ; <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 /> I- <br /> 0 <br /> •N tSCONS"/ <br /> i <br /> (i) I, #70,4M z_ 61?-o S S • ADAM R. �•�/• <br /> (type or print name) certify that the corner location shown GROSS •L* <br /> on this record was determined by me or under my direction and <br /> control and that this U.S. Public Land Survey Monument Record is S-3017 <br /> correct and of plete to the be.t of my knowledge and belief. ;SUN PRAIRIE; <br /> '• WI .•• '•0/1/17% <br /> Signatu e Dote /';`0 SURV�```♦ <br /> //11111W <br /> FN: 117.0220.30 L J <br /> LlC7IC35acc <br />