Laserfiche WebLink
U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the 1 6 1 6 <br /> U.S. Public Land Survey System O T5N <br /> Center of Section 16, T5N, R7E 16 • 16 R7E <br /> Town of Primrose, Dane County, Wisconsin <br /> Set 1 -1/4" x 18" rebar <br /> Date of survey: December 2, 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 /> Thom Grenlie found a 1 " iron pipe at the Center of Section in 1993 (map filed as <br /> 93-1213 by Dane County Surveyor). I found that pipe tipped badly (about 0.9') <br /> toward the creek (to the east). I accepted Grenlie's location and reestablished <br /> that location using Grenlie's surveys filed as maps 93-1213, 95-0606 & <br /> 97-00354. I set the 1 -1/4" x 18" rebar and established reference monuments <br /> 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 <br /> enable accurate relocation of A• <br /> the corner monument if the / <br /> corner monument is disturbed. / <br /> Indicate north. 1' <br /> 2 / <br /> c / k�1 k <br /> �s 7 ,0110 <br /> ti `o / 5 <br /> 7 4 <br /> ResZ' 0 "\ 1\ / <br /> 4_I W FENCE <br /> — x x x x x — <br /> Lt <br /> hi <br /> ` y�U <br /> 0 30' 60' / .' N <br /> I i I i I 10 'tx <br /> SCALE: 1 "=30' W�X41 <br /> © 1-1/4" X 18" REBAR SET I, <br /> AT CENTER OF SECTION <br /> o 3/4" X 18" REBAR SET <br /> • 3/4" REBAR FOUND <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 discrepancy. <br /> (f,g&h) Was the corner restored through: 0 i.•.:r i I i1 <br /> 1 ccep once of an obliterated evidence location) or i" S0........ I, , ! <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 12 1A, .• ROSS A. .• <br /> as evidence or uses for proportioning in determining the corner location. ? t MICHAELS <br /> Z <br /> ; S-1696 • <br /> • MIOOLETOId <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 l' •........••''• <br /> N. <br /> Land Survey Monument Record is correct and complete to the best of my �"V 0 <br /> knowledge and belief. �<<Ih11111ii\‘‘� <br /> ___ .441 S/2 ____ 5-- Z....e)/y <br /> Signature Date Affix Land Surveyor Seal <br /> 07(( 2O .O <br />