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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. <br /> public land survey system. <br /> • = Corner monument restored. __ __ __ __ __ __ - <br /> 1 <br /> 8 9 _ — � -31 — 4 <br /> 8 9 I <br /> EAST 1/4 CORNER OF SECTION 31, <br /> TOWNSHIP 9 NORTH, RANGE 11 EAST, <br /> TOWN OF BRISTOL, DANE COUNTY, 1 I <br /> 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 3/4" rebar with a Birrenkott Survey cap at this corner and four <br /> existing ties from previous tie sheet done by Kevin C. Lord dated January 12, <br /> 2007 and set two 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. EX. EDGE OF <br /> GRAVEL DRIVE <br /> (d) Show a plan view drawing <br /> depicting the relevant • <br /> monuments and reference ties \� / EX EDGE OF <br /> which is sufficient in detail <br /> EX u POLE \ ASPHALT <br /> to enable accurate relocation \,c) 0) ti, <br /> of the corner monument if the Ex. EDGE OF \�o °b�/ Ex. ASPHALT BIKE PATH <br /> corner monument is disturbed. ASPHALT \ / <br /> Indicate north. <br /> LEGEND , 39.89' <br /> I L ' 33 <br /> 3 4' <br /> _ <br /> O SET 3/4" REBAR Q z -p SET 2't WEST <br /> W SET CHISEL CROSS IN CONCRETE a,-- N OF EDGE OF <br /> M <br /> Q a Q SIDEWALK <br /> A MAG NAIL FOUND <br /> x • W <br /> • 3/4" REBAR FOUND <br /> CC <br /> • 1 1/4" REBAR FOUND m W <br /> FOUND 3/4" REBAR WITH ct v) <br /> BIRRENKOTT SURVEY CAP AT 0 Ex CURB AND <br /> NOT TO SCALE THE EAST 1/4 CORNER OF Z GUTTER, rrP. <br /> SECTION 31, T9N, R11 E lir <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 <br /> .%•‘‘�SC0 I, <br /> % i <br /> (i) I, /�-pfNn R.6Ros s <br /> (type or print name) certify that the corner location shown �''{ ••ADAM •• 4.' <br /> on this record was determined by me or under my direction and _� GROS <br /> control and that this U.S. Public Land Survey Monument Record is S-S01]:1:1 correct and plete to the •est of my knowledge and belief. '• : SUN PRE <br /> 4 <br /> - , OZ– 19- z0� , re( '•.. WI ' Q`�Signature Date �j9/� �•••..... ' yQi,#/O,SUR ���. <br /> FN: 115.0666.30 L J <br /> 40c\■t3t2.J000 <br />