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U. S. PUBLIC LAND SURVEY MONUMENT RECORD NOTE: This form is intended and designed to fulfill all requirements of Wisconsin Administrative Code, Chapter A-E 5.02, U.S. Public Land Survey Monument Record (3) (a) (b) (c) (d) (e) (f) (g) (h) (i). An additional sheet may be added if necessary to conform with said requirements. (a) Corner Location: 31 32 Northwest Corner of Section 05, Township 08 North, Range 10 East Town of Burke, Dane e 9 County, Wisconsin. Southwest Corner of Section 32, Township 09 North, Range 10 East, Town of Windsor, Dane 06 05 County, Wisconsin. (b) Description of monument found at this corner and if it was accepted, state all evidence (material, testimonial, occupational, plats, records, other monuments) used as a basis for accepting. If not accepted or if nothing was found, state evidence used as basis for establishing location. If reestablished through lost corner proportionate methods, indicate all monuments, distance and directions used to establish. I found a Brass Cop in concrete at the Northwest Corner of Section 05-08-10 and a Brass Cap in concrete at the Southwest Corner of Section 32-09-10. I reset both monuments after reconstruction of State Trunk Highway 19. Both monuments are set in the same position as found before construction. Both monuments set are Bross Cap in concrete as provided by the Wisconsin Department of Transportation. (c) (d) Plan view of corner with ties to at least 4 witness monuments, or, if the location is within a municipality, to at least 2 witness monuments.. If in disagreement with previously established corner, show the distances between the two corners and also indicate the ties to the disputed corner. ■ V_____.>_________.\ \ \ v t \ 4 piii _ 1`ci /�j �� 2' east of ; 'i " ' yield sign `Z �\?' 369.52' i r" ,' _:: 4iBehind\ - 1 a° - _ 315.81• �4�xi� ��,• l w West Bound S.T.H. "19" • 156.37 , a) �i- ixrcxf:) i ! --Median �;24.i )o� Median 1N-5. 2ag,4$- 245 N-5. N'o —_ East Bound S.T.H. "19" - . - »3-.:�. .. ..:_,.,,L7_,71.,... .74...,--7 ,77--_ _ —_ti Tuminous sF-ioulder - 3' east of 190 sign 355.80' 2' south of bituminous 3' • 3/4"x18" SOLID IRON ROD SET, WT. 1.50 lbs./ft. N WIS DOT BRASS CAP SET IN CONCRETE SCALE:1"=60' Affix seal here: \\\\\ \\\1 1 1 I I I 1 I I I I I I I i/t j \g C O N S/ FRA K J. *% LAP EK Burse = S- 658 Poynett surveying k engineering = 1N1-d � • MadOson,WI 53703 AG0,5.250.9263 /'/�/q'� S U R%1S-.4 O Fax: 608.250.9266 "�I 1 1111 I 1 111{III 1\\\\\\ email: burse@chorus.net Page 1 of 2 www.bursesurveyengr.com 103104