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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the 21 22 <br /> U.S. Public Land Survey System T5 N <br /> WEST 1/4 CORNER, SECTION 22, T5N, R9E 21 22 R9 E <br /> FOUND DANE COUNTY ALUMINUM MONUMENT <br /> DATE OF SURVEY: JUNE 11, 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 the Dane County aluminum monument in good condition as set by <br /> Donald V. Doyle at this corner. Reference the Doyle tie sheet received by the <br /> Dane County Surveyor on 12-1 -1978. I accepted the location of the <br /> monument as the 1/4 corner. I found all three of Doyle's witness monuments <br /> and set a fourth 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 TREES & BRUSH <br /> depicting the relevant <br /> / \ 2't <br /> monuments and reference ties <br /> which is sufficient in detail to �L x <br /> enable accurate relocation of �S� Z <br /> the corner monument if the r2�0, 9R o Z <br /> corner monument is disturbed. 0) s��' a: �x in o <br /> Indicate north. �J \ I�! 0 �r w <br /> TREES & BRUSH P I � <br /> I D N <br /> a <br /> m N Q <br /> X .7C <br /> w <br /> FENCE N •�j <br /> X X X X X O_ w cr <br /> Z c0 <br /> LARGE BUR OAK V7 ~ 0 M <br /> TREES & BRUSH yam/j x 6 w N <br /> N <br /> Co") 2 LL a] <br /> S ALUMINUM MONUMENT FOUND AT 1/4 CORNER \ co ", <br /> • 1.25" IRON PIPE FOUND <br /> Q• 1.5" IRON PIPE FOUND } <br /> o 3/4" X 18" REBAR SET i <br /> ( ) DISTANCE FROM DOYLE TIE SHEET <br /> TREES & BRUSH <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 /> IIIIIII! <br /> (f,g&h) Was the corner restored through: \��\►1 II/// <br /> (1 Acceptance of obliterated evidence I tion, or �0 .1gCU1'V��i� <br /> (2 Acce tance of a found perpetuated location or ��� •.•••••••• .•.•���� <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the •Z• <br /> method, including the direction and distances to other Public Land Survey corners used 2* / ROSS A. 1tr <br /> as evidence or uses for proportioning in determining the corner location. MICHAELS • <br /> •• S-1696 <br /> MIDDLETON ! <br /> (i) I, Ross A. Michaels , certify that the corner location shown on this record <br /> was determined by me or under my direction and control and that this U.S. Public �',e� •••�••........ �‘��� <br /> Land Survey Monument Record is correct and complete to the best of my 'z�///11111 I111111�`\`` <br /> knowledge and belief. <br /> :44 //` '4-4 &/7 /g <br /> Signature Date Affix Land Surveyor Seal <br /> y-oso9A1 a 000 <br />