Laserfiche WebLink
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. <br /> public land survey system. I I I <br /> • = Corner monument restored. - — —I— — - - <br /> I I I <br /> 36 36 — — $I i — _ <br /> I I <br /> I I I <br /> - - - -1- - t- - - <br /> SOUTH 1/4 OF SECTION 36, TOWNSHIP I I I <br /> 9 NORTH, RANGE 9 EAST, TOWN OF I do I <br /> VIENNA, DANE COUNTY, 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 Aluminum cap monument at this corner and set 4 new ties as <br /> shown below. <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. <br /> (Witness monuments shall be made of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> (d) Show a plan view drawing FOUND ALUMINUM CAP <br /> depicting the relevant EXISTING POND MONUMENT AT THE <br /> monuments and reference ties <br /> which is sufficient in detail p SOUTH 1/4 CORNER OF <br /> to enable accurate relocation EXISTING BERM to 36, T9N, R9E <br /> of the corner monument if the ri <br /> corner monument is disturbed. 73 y <br /> Indicate north. .-i • 66 i a <br /> bp./ U <br /> O <br /> EASY STREET \ 1 <br /> N <br /> b <br /> 0)LEGEND - o <br /> = <br /> p�6 �� <br /> 0 SET 3/4' REBAR / 0• �O <br /> A MAC NAIL SET IN TOP OF CULVERT <br /> in <br /> SET 7't N <br /> EXISTING POWER POLE NORTH OF <br /> POWER POLE L4i.J <br /> NOT TO SCALE <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 /> r 1 <br /> %%% CSCOAlk9 // <br /> 0) I. ,S1�p,q,,,, 1?-- �,R o l f i <br /> (type or print name) certify that the corner location shown ^�j�. ADAM R. <br /> on this record was determined by me or under my direction and GROSS <br /> control and that this U.S. Public Land Survey Monument Record is t S-3017 • <br /> correct and c• plete to the ,est of my knowledge and belief. ..• • <br /> ?SUN PRAIRIE; <br /> J o Gy ` ' Zofrr i < WI •' Q <br /> Signature Date -e '9w;•••.........•�..k%-) � <br /> �■i'�41) SUR•IT' <br /> Fil11111tttt <br /> FN: RCH01 L J <br /> 14CACAVC■00 DO <br />