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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the comer by reference to the <br /> U.S. Public Land Survey System 1 6 01 5 T5 N <br /> East 1/4 Corner, Section 16, T5N, R6E, 1 6 15 R7E <br /> Town of Primrose, Dane County, Wisconsin <br /> Found 1-1/4" iron pipe <br /> Date of Survey: Nov. 5, 2014 <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence <br /> you considered, and weather the monument was found or placed. <br /> I found a 1 -1/4" outside diameter iron pipe at this corner as set by Thom R. <br /> Grenlie. See his 1979 monument record received by the Dane County Surveyor in <br /> June, 1984. None of his witness monuments remain undisturbed. The location of <br /> this corner agrees with surveys by Grenlie. I accepted the location of the iron <br /> pipe and set witness monuments as shown below. <br /> (c) In the plan view below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of <br /> concrete, material stone, iron or other equally durable material.) Describe witness monuments. <br /> (d) Show a plan view drawing <br /> depicting the relevant <br /> monuments and reference ties <br /> which is sufficient in detail to 6± 1 <br /> enable accurate relocation of PAVEMENT Z <br /> the corner monument if the o <br /> corner monument is disturbed. Q CI o <br /> Indicate north. �,;Imo, <br /> X <br /> i <br /> FENCE x 3'± 49.89' --- __—' •s <br /> -' . S8T54'19" W W `�- <br /> LIJ <br /> ® 1-1/4" IRON PIPE FOUND e`° <br /> AT EAST 1/4 CORNER (1,• •�°' <br /> o 3/4" X 18" REBAR SET � w <br /> (n <br /> • 1-1/4" IRON PIPE FOUND / O <br /> /8' M <br /> 0 20' 40' ± CC <br /> I I I I I CL <br /> SCALE: 1"=20' <br /> (e) Describe any material discrepancy between the location of the corner as restored and the location of that corner previously <br /> restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show <br /> the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, <br /> and (2) to at least 2 of the witness monuments shown on the drawing above. <br /> No known discrepancies. <br /> (f,g&h) Was the corner restored through: <br /> ((1) Acceptance of an obliterated evidence location, or `���1►11 t I l i'1/ii� <br /> 3) Acceptance o proportionate emethods? loIfa lost corner methods were used, show the ,,, .41 1 C® s��1,, <br /> method, including the direction and distances to other Public Land Survey corners used ::: • <br /> as evidence or uses for proportioning in determining the corner location. *..'• ROSS A. •.. <br /> MICHAELS <br /> — S-1696 __ <br /> (i) I, Ross A. Michaels , certify that the corner location shown on this record •• MIDDLETON <br /> was determined by me or under my direction and control and that this U.S. Public %�•••. I:-Land Survey Monument Record is correct and complete to the best of my �� '••••••• N <br /> knowledge and belief. /1/,,,f I f!1 1111 `t```�N <br /> 4:::I..../ . '' 4.-€::-0 e:2a..-1 .,Z)1 _ 5- 7.-e/ yi <br /> Signature Date Affix Land Surveyor Seal <br /> 4050-7 1 LAO Ob <br />