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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S T R U C T 1 0 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. I I I <br /> public land survey system. <br /> • = Corner monument restored. — —� — — — <br /> I I I <br /> 11 12 III- - i — -I� — i - - <br /> 11 12 I I I <br /> WEST QUARTER CORNER OF SECTION 12, — —I — t- <br /> TOWNSHIP 7 NORTH, RANGE 8 EAST, I I I <br /> CITY OF MIDDLETON, DANE COUNTY, <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 /> The West Quarter corner falls on an existing manhole cover. I found three (3) existing <br /> ties from previous tie sheet done by Carl M. Sandsnes dated January 1994. I established <br /> the location from the existing ties and set one (1) new tie 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 mode of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> EX.-INLET ~ \TF <br /> (d) Show a plan view drawing (ml'.) I� LU <br /> depicting the relevant <br /> i a / <br /> monuments and reference ties Ex.- W <br /> which is sufficient in detail me \ / EX.-SW <br /> i ht1 / <br /> . <br /> to enable accurate relocation WEST QUARTER CORNER OF \\ss�r a EX.-TRAFFIC <br /> SIGNAL (TIP.) <br /> of the corner monument if the SECTION 12, T7N, R8E oer- //o//t <br /> corner monument is disturbed. CORNER FALLS ON MANHOLE, \s // UNIVERSITY <br /> Indicate north. COMPUTED THE LOCATION -j // <br /> FROM TIES FROM TIE SHEET / <br /> DONE BY CARL M. SANDSNES EX.-SIGN EX.-TRAFFIC <br /> DATED JANUARY 1994 (TAP.) _ MH (TYP.) <br /> WCCS MEASURED ARE / \ •• <br /> / <br /> N:490,997.80 0 �.// \ AVENUE <br /> E:789,775.43 EX.-INLET �0/ \\ �V' <br /> �\�LEGEND (nv.) / (%1 �.r / i <br /> • 3/4" REBAR FOUND �_ / \ Oran <br /> UNLESS OTHERWISE NOTED �•�,• , ,// �, E(T1MP) EX.-SW <br /> O 3/4" REBAR FOUND USED 100 rA c <br /> AS NEW MONUMENT TIE 1 kip' <br /> 11 MI EX.-TRAFFIC ��� 3/4"REBAR <br /> r <br /> RETAINING WALL SIGNAL (TIP.) Wi\ WITH CAP <br /> SCALE: 1"=40' ro Iu��_� i) Y�i <br /> EX.-TRAFFIC <br /> CONTROL BOX <br /> (TIP.) <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 /> 1 0t%%11T111/,/ <br /> �•NN� ,C 0 Ns�i�i�i <br /> `. ��• .i <br /> 0) I, //DA/el 2 G 20 s s -* ADAM R. <br /> (type or print name) certify that the corner location shown : GROSS <br /> on this record was determined by me or under my direction and � 5-3017 <br /> control and that this U.S. Public Land Survey Monument Record is ow •• <br /> SUN PRAIRIE; <br /> correct and c• ,plete to the ,est of my knowledge and belief. W <br /> ■I Q <br /> D3– Z2- 201"7 �`9/'/�' 0. • .`` <br /> Signature Date 'elvO•SURV��%% <br /> FN: 116.1155.30 L J <br />