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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> THIS FORM IS INTENDED AND DESIGNED TO FULFILL ALL REQUIREMENTS OF WISCONSIN ADMINISTRATIVE CODE. <br /> CHAPTER A-E 5.02, U.S. PUBLIC LAND SURVEY MONUMENT RECORD (3) (A) (B) (C) (D) (E) (F) (G) (H) (I). "AN ADDITIONAL <br /> SHEET MAY BE ADDED IF NECESSARY TO CONFORM WITH REQUIREMENTS". <br /> I <br /> (A)CORNER LOCATION: TOWNSHIP $ NORTH <br /> J L <br /> RANGE 9 EAST I <br /> /CITY/VILLACC MADISON I <br /> I <br /> 6 <br /> DANE COUNTY,WISCONSIN -1 I- <br /> I <br /> I <br /> Cli) <br /> WISCONSIN COORDINATE REFERENCE SYSTEM,WSCRS DANE, NAD 83(2011): <br /> OBSERVED CORNER LOCATION (WCCS DANE 1991 USSF)RECORD COORDINATES PER FEB.16,2004 TIE SHEET BY SANDSNES <br /> N:446,238.51 (N: 504,363.17) <br /> E:717,924.71 (E:821,414.49) <br /> (B) (F) (G) (H) DESCRIPTION OF MONUMENT FOUND AT THIS CORNER AND IF IT WAS ACCEPTED, STATE ALL EVIDENCE <br /> (MATERIAL, TESTIMONIAL, OCCUPATIONAL, PLATS, RECORDS, OTHER MONUMENTS) USED AS A BASIS FOR ACCEPTING. IF <br /> NOT ACCEPTED OR IF NOTHING WAS FOUND, STATE EVIDENCE USED AS BASIS FOR ESTABLISHING LOCATION. IF <br /> REESTABLISHED THROUGH LOST CORNER PROPORTIONATE METHODS, INDICATE ALL MONUMENTS, DISTANCES AND <br /> DIRECTIONS USED TO ESTABLISH. <br /> I FOUND A CITY OF MADISON ENGINEERING BRASS CAP INSIDE A MONUMENT BOX AT THE INTERSECTION OF SCHOOL ROAD AND TROY DRIVE,PER <br /> DANE COUNTY TIE SHEET FILED BY WAYNE D.BARSNESS, DATED 7/19/05. 2 OTHER TIES WERE FOUND AND VARIED SLIGHTLY FROM RECORD, IT <br /> SEEMED AS THOUGH MONUMENT HAD BEEN RESET AS IT HAD A CITY OF MADISON ENGINEERING BRASS CAP THAT SEEMED NEWER THAN BEING <br /> SET IN 1961,AND WAS NOT OF THE SAME LIKE OF THE NEIGHBORING S Y CORNER OF SECTION 26 ALSO SET IN 1961 BY ANTHONY THOUSAND. <br /> ALSO THE FIRE HYDRANT WAS MOVED FROM THE WEST SIDE OF SCHOOL ROAD TO THE EAST WHICH SEEMS TO GIVE EVIDENCE OF ROAD WORK <br /> PERFORMED IN VICINITY SINCE LAST RECORD. 2 NEW TIES WERE LOCATED AND DOCUMENTED MEASURED DISTANCES AS SHOWN HEREON. <br /> DANE COUNTY SECTION CORNER REFERENCE NUMBER V-21,40809260000. CITY OF MADISON INDEX NO. 809141 <br /> (C) (D) (E) PLAN VIEW OF CORNER WITH TIES TO AT LEAST 4 WITNESS MONUMENTS. IF IN DISAGREEMENT WITH <br /> PREVIOUSLY ESTABLISHED CORNER, SHOW THE DISTANCES BETWEEN THE TWO CORNERS AND ALSO INDICATE THE TIES <br /> TO THE DISPUTED CORNER. <br /> ( 0 <br /> OI <br /> : <br /> SEC.26 • I SI/C.25 <br /> V <br /> 1-1/4"REBAR ----- • - TOP NUT FIRE <br /> S 87°19'41"E 58.23' 10° I HYDRANT <br /> 2\ 'h \_ <br /> •�\ J , <br /> 9\ /hq <br /> „„, FOUND CITY OF r_,. \ I / D <br /> °O I MADISON \ /�� �, <br /> TROY DRIVE e ENGINEERING sA\ : % TROY DRIVE <br /> .v BRASS CAP IN c� \ / <br /> . MONUMENT BOX \ / <br /> \�0�15,' i \.\e '(1,�� (R9COSDEDHEATUR MEASUREMENTS)PER <br /> I 5h i \ JB. <br /> /'',i \ -i-- - <br /> - \\' POWER POLEIFOUND TIE <br /> I i� W 61.20 <br /> =-- - -I 561°41'5l" I <br /> 3/4"REBAR <br /> FOUND TIE <br /> NORTH SEC.35 SEC.36 <br /> o • <br /> BEARINGS REFERENCED TO THE WISCONSIN COORDINATE REFRENCE SYSTEM,WSCRS DANE,NAD 83 (2011) ♦0-_,\SG°.••••.,S/��� <br /> '♦ �1:•• <br /> + • JULIUS W. 11. 1g <br /> (I) I,JULIUS W. SMITH,WISCONSIN PROFESSIONAL LAND SURVEYOR S-3091 ■ SMITH <br /> CERTIFY THAT THE CORNER LOCATION ON THIS RECORD WAS DETERMINED k; 5 3091 it <br /> BY ME OR UNDER MY DIRECTION AND CONTROL AND THAT THIS U.S.PUBLIC ; CROSS PLAINS <br /> LAND SURVEY MONUMENT RECORD IS CORRECT AND COMPLETE TO THE WI • <br /> BEST OF MY KNOWLEDGE AND BELIEF. <br /> I •tiasu�e �.. <br /> .........• <br /> I, 6, g- a-0/69 <br /> SIG TURE DATE y,dsd?,26Cxo HEET 1 OF 1 <br />