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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> JEFFERSON CO. <br /> CORNER NO. 9793 <br /> (a) Identify the corner by reference to the T8 N 1 6 T8 N <br /> U.S. Public Land Survey System R 12 E 0 R 13 E <br /> NW CORNER SECTION 7, T8N, ,NE CORNER SECTION 12, T8N,RR 2E,JDANERCO.N C0 DANE 1 2 7 JEFFERSON <br /> DATE OF SURVEY: APRIL 23, 2014 COUNTY COUNTY <br /> T8N <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 /> * Information copied from previous tie sheet dated 3/7/1985, rev. 1994 & 1196, prepared by Thomas Wollin, <br /> Jefferson County Surveyor. <br /> *1. Original Survey, 1834-37, Wood post & bearing trees. <br /> *2. 1850's RR R.O.W. plat shows distance of 1080' between center of track and section corner. <br /> *3. No subsequent perpetuation of the corner was found in records. <br /> *4. 8/15/1973. Found a RR spike at the occupation corner: road centerline in road cut and in line with N—S <br /> fence line. Distance to the RR track fit well with the position of the RR spike. Replaced the RR spike with <br /> an aluminum monument. <br /> *5. 1994, G.P.S. coordinates assigned by Ayers & Associates., Madison, WI (see previous tie sheet for coord.) <br /> *6. 9/30/1996 Replaced deteriorating aluminum monument with a bronze cap/plastic monument. <br /> 7. I found what appears to me to be an aluminum monument at this corner in good condition. It may be <br /> bronze. I accepted its location as the corner and set four 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 BRUSH <br /> monuments and reference ties +, ���� = <br /> �'. DITCH / -H: <br /> which is sufficient in detail to 4-1 — — — — -7— _ <br /> enable accurate relocation of \ ,1 <br /> the corner monument if the \ ��n`1/ <br /> corner monument is disturbed. c <br /> Indicate north. <br /> X------\ ,Pri) <br /> ASPHALT 71.52'09" <br /> CANAL _`( 120•18.3p" ROAD <br /> SET 3/4" X 18" <br /> o REBAR WITNESS / N <br /> MONUMENT / R <br /> b"1.2„:„--�� / '\ J1 -� <br /> +i — J� DITCH *^ _ <br /> -co — <br /> 0 <br /> • / BRUSH AND TREES <br /> tr- <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 : -stance of •1 •,literated evidenc- .• • '.n, or \�������III���/���� <br /> 2 Acceptance of a found pe pe ua ed location, .r `. . is C®)IS i/o� <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the �� ,.•• "" •.• >�� <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 r MIDDLETON ' <br /> was determined by me or under my direction and control and that this U.S. Public ���•'-. Wl • . Cr <br /> Land Survey Monument Record is correct and complete to the best of my �i� �\`` <br /> knowledge and belief. /,///IIsUR� ,,�`\ <br /> � . Z zo/y <br /> Signature Date Affix Land Surveyor Seal <br /> 408!2010000 <br />