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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> ' This form Is the intended to show the location of the corner fulfilling the requlnnents of AE-7.0(3)Including Item(a)-(I). <br /> (a) Identify the corner by reference to the U.S.public land survey system 23 23 <br /> Corner North Comer 26 26 <br /> Section 26 <br /> all <br /> Township 06 North, Range 08 East �� <br /> Town of Verona <br /> County Dane Nii <br /> Dane County Coordinates Northing: 445568.76 <br /> Easting: 786444.46 <br /> Horizontal Datum NAD83 2012 <br /> Height 1044.1 Vertical Datum NAVD88 <br /> (B,E,&F) (B)Describe any record evidence,monument evidence,occupational evidence,testimonial evidence or any other <br /> material evidence you considered,and whether the monument was found or placed.(E)Describe any material <br /> discrepancy between the location of the corner as restored or reestablished and the location of that corner as <br /> previously restored or reestablished by distance and direction.Show the discrepancy on the plan view drawing under <br /> (d)below.Show the distance between the corner as previously restored or reestablished and the corner as <br /> restored or reestablished.(F)Was the corner restored through acceptance of(1)an obliterated evidence location <br /> or(2)a found perpetuates location. <br /> C.T.H M was repaved and new curb added to the SW and SE corner of the intersection.The Section Corner was <br /> not disturbed during the repaving of the project.An Aluminum Monument in a water box and 3 existing ties were found <br /> and accepted per tie sheet by Chris Adams-dated 05-04-2016.The existing tie at the SW Corner was found but buried <br /> 12"deep.Two rebars were set as 2 new ties behind the curb at the SW and SE corner of the Intersection as shown below. <br /> The mbar set at the SW corner was set so a tie would be at the new curb grade. <br /> (C) In the plan view drawing below,provide reference ties to at least 4 witness monuments.(Witness monuments <br /> shall be made of concrete,natural stone,Iron or other equally durable material.) <br /> (0) Stow a plan view drawing depicting <br /> the relevant monuments and reference S Found Aluminum Monument <br /> ties which Is sufficient In detail to enable i <br /> Lu <br /> accurate relocation of the corner 0 <br /> m e •Found 314'Reber <br /> monument It disturbed. O i o I O Found Aluminum Witness Mon. <br /> Indicate North. a <br /> MGE .4.0 0 Set 3/4-Reber <br /> Substation ,\ <br /> . �^, i \ <br /> Node Comer `. <br /> Section 26 • <br /> S 38°21'58•W •11 C.T.H M <br /> 57.46. \ �,z�?. <br /> 97-BlC <br /> __ s, �S31°42'34•W �0 <br /> 10.1T� 64.78' Power Pole <br /> Reber 8 <br /> Scale 1•_ 12•Deep ,•E Corner fndentification Number. 40608230020 <br /> (G&H) Was the corner reestablished through lost comer proportionate methods? <br /> tf so,show the method,including the directions and land survey <br /> determining corners used <br /> location evidence <br /> idenece or sketch bove.d��proportioning ink public <br /> `��\\\``,*\5 C•0 NS�� ,�� <br /> (I) I, G(?Ak S LD p rJ LE <br /> No,Found the Monument CRAIG T. �' '� <br /> certify that the corner location shown on this record was determined by me • DONZE - <br /> or under my direction and control and that this U.S.Public Land Survey = S-3182 - <br /> Monument Record is correct to the best of my knowledge and belief. - BROOKFIELD ii <br /> V%) (20 12022 <br /> St net re Date 9N .-k <br /> %,op S R F <br /> 40608ir1bt020 <br /> 1 <br />