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U.S. PUBLIC LAND SURVEY MONUMENT RECORD I N S T R U C T I O N S : This record shall show the location of the corner and shall include all of the following nine elements (a through i). (a) Identify the corner by reference to the U.S. public land survey system. • = Corner monument restored. — - -I- - + - - I I I 2 1 _ _ I _ I _ . I — I 2 1 I I I EAST 1/4 CORNER OF SECTION 2, — —I — fi TOWNSHIP 7 NORTH, RANGE 8 EAST, CITY I I I OF MIDDLETON, DANE COUNTY, WISCONSIN. (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence you considered,nsldered and whether the monument y , ument was found or placed. I found an Aluminum Monument with the top broken off approximately 13" below the finish pavement and three (3) existing ties from previous tie sheet done by Wayne D. Barsness dated November 10, 2009 and set two (2) new tie as shown below. (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of concrete, natural stone, iron or other equally durable material). Describe witness monuments. (d) Show a plan view drawing depicting the relevant monuments and reference ties Q Q P which is sufficient in detail I o to enable accurate relocation of the corner monument if the \\ / a corner monument is disturbed. FOUND ALUMINUM MONUMENT 1E1 \ a / I N Indicate north. WITH THE TOP BROKEN OFF W N\ ti/ �I G APPROXIMATELY 13" BELOW THE •N\ °/ col FINISHED PAVEMENT AT THE I 101 P \\ / J FI EAST 1/4 CORNER OF SECTION 2, \ / 001 3 I E-.I T7N, R8E, WCCS (DANE) � / o a q of CC LEGEND MEASURED COORDS. 28.81') / m NI N • 3/4" REBAR FOUND N: 496,314.24 24.80' 1111/ � F.I E: 789,863.24 33.10' II o A cn SPIKE FOUND IN POWER POLE �\ w 01 qy Q 3/4" REBAR SET ��rn I G EXISTING CURB INLET 3336 0 s J W HIGH ROAD 0 EXISTING MANHOLE DRIVEWAY I = SCALE: 1"=40' = = EXISTING POWER POLE 0 (e) Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, and (2) to at least 2 of the 4 witness monuments shown on the drawing in (d), above. No known discrepancy (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? A found perpetuated location (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the method, including the directions and distances to other public land survey corners used as evidence or used for proportioning in determining the corner location? No Affix Land Surveyor Seal I- 7 `��> �%•.- cAjONS/",, •,......•. ti ', (i) I, /90i�,4-7 g. G2 ass .e •.• ••. .. (type or print name) certify that the corner location shown , ADAM R. ' ■ on this record was determined by me or under my direction and GROSS L control and that this U.S. Public Land Survey Monument Record is 5-3017 = correct and co a to the bes of my knowledge and belief. IRIS' �•SUN PRA ~fez's,? 8, Za77 �� ••.• Wi Q Signature Date °, q+•••.••••••.•••'4., $ ��ii��,S U VI-to•�� FN: 117.0090.30 L J -j07CAC); D+cco