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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. 1 I <br /> public land survey system. <br /> • = Corner monument restored. - — — — — <br /> 1 <br /> 35 36 0- — —3'6— 1 — — <br /> 35 36 I I <br /> - - -f- - - - - t - - <br /> WEST 1/4 OF SECTION 36, TOWNSHIP 1 1 <br /> 7 NORTH, RANGE 9 EAST, CITY OF <br /> MADISON, 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 brass cap monument in a monument box at this corner and set 4 <br /> new ties as 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 4.1'± I <br /> depicting the relevant <br /> monuments and reference ties K FENCE i SIDEWALK <br /> which is sufficient in detail AiN-�N # <br /> to enable accurate relocation co B.o.c. �' <br /> of the corner monument if the 2'f 4''/ <br /> corner monument is disturbed. B.O.C. 4a;.' <br /> Indicate north. ,- --_-___74.1_9 BRASS CAP MONUMENT <br /> -- - IN MONUMENT BOX AT <br /> LEGEND DOER ROAD 1 �9�\ OFESECTION/36 T7N, R9E <br /> 0 SET 3/4" REBAR <br /> E g A 1‘"' '' mss.`\ <br /> EXISTING FIRE HYDRANT <br /> EXISTING INLET <br /> '/ <br /> 6.0.C. y.� <br /> 11 ---- <br /> EXISTING LIGHT POLE ��' SIDENALK 2.9't <br /> EXISTING MANHOLE <br /> 1" = 30' 3.6'± <br /> e.o.O.0 c. <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 -i <br /> witilitil <br /> .,���s....Ns�7, <br /> (i) I, ADAM 1Z. G2 .Os S `■ •• • ••. �i <br /> (type or print name) certify that the corner location shown ■ �{` 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 OM <br /> correct and omplete to the est of my knowledge and belief. SUN PRAT • <br /> SUN PRAIRIE; <br /> Signat re Date i 9/p•-• •'yQ`�� <br /> /,I�lb S�RNI ,% <br /> FN: SLIO5 L <br /> 40-70C J <br /> o 1a000 <br />