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_, A <br /> FORM No,95$4 <br /> EFlC!Mar <br /> Stock No. 26273 <br /> . <br /> 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 locrti.on of the corner and shall <br /> Include all of the following nine elements (a through I ). <br /> (a) identify the corner by - I I <br /> reference to the U.S. <br /> public land survey system. I I I <br /> p vs Corner monument restored. I I i <br /> / (0 I I I <br /> , I I <br /> 1 t 1 <br /> I I 1— - - — — <br /> 1 <br /> • I 1 I <br /> MAR 251994 - 1 - - - 1 - - - 1 - - - - <br /> I I I <br /> I I I <br /> LAND nu. 1 <br /> • I I I • <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 Dane County Aluminum Monument representing the Southeast Corner of <br /> Section0l, TO5N, R10E. <br /> I found four of the ties from a Don Doyle tie sheet, dated June 22, 1982, as <br /> shown below. <br /> O <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments., or, If <br /> the location'is within a municipality, to at least 2 %fitness monuments. (Witness monuments <br /> shall be made of concrete, natural stone, Iron or other equally durable material.) <br /> Describe witness monuments. <br /> 1 <br /> (d) Show a plan view drawing �Ee1l <br /> depicting the relevant • <br /> monuments and reference ties RoA D <br /> which Is sufficient in detail <br /> to enable accurate relocation <br /> of the. corner monument if the <br /> corner monument is disturbed. <br /> Indicate north. foc/,yD 4X.VE C6111;;;;----- <br /> DUNT y <br /> ♦=`Fa AO Wise. 40,7 RoaD r AO ��'(/G(/�( f'Arel 1EAiT. <br /> s'S CAAfteD MDd((!,/MENT . h �. W E <br /> IN "AtC RETZ g' CP. `'' S <br /> C. <br /> ■- FO I. Vb DANE CouNT y •"---- 10' to . '. W <br /> l�M/x(/4'/4 /�'lON!/MENT Y� `a d' . <br /> o o o°c 0 i° �►' J <br /> 5 L) k9 Leo:° Z m- " r4✓ <br /> am- - ° <br /> 5 ' JJ <br /> 24.58' 44.0!0' 38.7? <br /> (24,7) �44.2� (38.7) <br /> . (24.ego') (44.04)/ (38.70) <br /> • <br /> • <br />