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i <br /> I <br /> I <br /> 1 <br /> • <br /> i <br /> U. S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> 1 , <br /> i 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 Ca through D. I <br /> (a) Identify the corner by reference to the U.S. Public Land Survey System. <br /> f <br /> South 1/4 Corner + + <br /> i <br /> i <br /> of Section 23 i <br /> Township North S 1/4 CORNER <br /> Range 8 East SECTION-23 <br /> F <br /> City of Madison <br /> Dane County '7N, R8E 4 <br /> , <br /> Wisconsin + + + <br /> I <br /> 1 <br /> i <br /> 1 <br /> i <br /> " <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial I <br /> evidence or any other material eidence you considered, and whether the monument was <br /> found or placed. <br /> Found corner as shown on tie sheet by Gregory Jones, in Dane County Records, <br /> located in Section 23. Accepted as corner, set for new ties. ■ <br /> 1 <br /> • <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments, <br /> or, if the location is within a municipality, to at least 2 witness monuments. (Witness <br /> 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 depiction the relevant <br /> monuments and reference ties which is sufficiant <br /> in detail to enable accurate relocation of the p <br /> corner monument if the !wl <br /> corner monument is �) <br /> il <br /> disturbed. h <br /> Indicate north. I s <br /> 1IQI <br /> S 89'16 34" W NOT TO SCALE • <br /> tP 116 6 Z•3 05 <br /> Ell z <br /> k <br /> Q �1?' 'N stay. <br /> �N, RAL �, Aa POINT e9�2•� ROAD <br /> 125.09' <br /> W eiHHJ N 89°19 10" E / • • <br /> 2MA(U, O / LECEND: <br /> �t.,,, I __ <br /> •s'fl j�� JAW 4) �•� IN CONCRETE CURB <br /> .1�A �' I c ® = FOUND CITY OF <br /> �'b �V AU O Q I MADISON MONUMENT <br /> ''4rpit Q I = CONCRETE CURB <br /> 4-/ 70 r. 30 0de <br />