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Land Surveying <br /> / U.S. PUBLIC LAND SURVEY MONUMENT RECORD Landscape Architecture <br /> Engineering <br /> DANE COUNTY Troy MdyDriv Collins, <br /> SuiteD k2995 <br /> 5709 Windy Drive,Suite D <br /> Stevens Point,WI 54481 <br /> Point J Beginning 715.344.9999/Ph)715.344.9922(Fx) <br /> TYPE OE MONUMENT; PK NAIL ❑ FOUND CORNER SOUTI INVEST <br /> ❑ SIT STATION NAME <br /> DANE COUNTY COORDINATES: N: 542442.246 ® RI SIT <br /> ® RE-TIED SECTION 16 <br /> F. 837218.315 ORDER OE ACCURACY: TOWNSHIP 9 NORTH <br /> FIRST <br /> — RANGE 10 LAST <br /> ELEVATION:iM.S.L DATUM SECOND <br /> THIRD X SLCIIO\ IDINTIIICATIO\ <br /> ELLIP.HEIGHT: • FOURTI I <br /> UNKNOWN <br /> LATITUDE: ?_ OTI IER I I I <br /> REFERENCE; — t — t — t — <br /> LONGITUDE: - DATUM: NAD 83(1991) I <br /> — t - 16 - -+ - <br /> I I I <br /> BASIS FOR MONUMENT LOCATION: I I I <br /> Si IOW INFO SUCI I AS: I IISTORY OF MONUMENT,DATLS,SURVEYOR,EXACT <br /> DESCRIPTION OF MONUMENT,METHOD AND EQUIPMENT USED,PROJECT SEAL <br /> NAME,AZIMUTH MARK AND ANGLE ETC.(USE REVERSE SIDE IF NECESSARY) 0,,I1111111/,,,,,,,, <br /> ON OCTOBER 17,1994 DANIEI.PAULSON SIT A DANE COUNTY ALUMINUM DISK ` ••. /4,,:02ta OVER A NO.5 REBAR AT THE CORNER LOCATION ESTABLISI IED BY JEFF QEIAMMEi * TROY M. �.'� <br /> IN 1991,AND RAILROAD SPIKE AT THE INCORRECT LOCATION. COLLINS ', * <br /> S-2995 <br /> PRIOR TO ROAD CONSTRUCTION IN 2014,I LOCATED TI IE NO.5 REBAR AND ..GREEN <br /> RAILROAD SPIKE SET BY MR. PAUISON. THE ALUMINUM DISK OVER THE REBAR I BAY:' <br /> IIAD BEEN DESTROYED.ONE WITNESS MONUMENT WAS ALSO RECOVERED. ON %.<y�•'•.• '�I ��.� <br /> NOVEMBER II,2014,AFTER CONSTRUCTION WAS COMPUTE,I SET A I'K NAIL AT '�,� 0 <br /> THE Q[IAMME LOCATION,AND THREE NEW WITNESS MONUMENTS AS SHOWN ��''7, S r `�� <br /> BELO\\ ii''',1�1(11t ttoo... <br /> DATA SHOWN HERE IS CERTIFIED CORRECT:frMe - <br /> PRO ON.Ai LAND SURVEYOR <br /> TROY COLLINS gia /5— <br /> DRAWN BY DATE <br /> TIE SKETCH:1: (SE IOW TIES,FENCE LINES,ROADS,SIZE AND TYPE OF WITNESS TREES.) <br /> LEGEND AND NOTES: <br /> 0 <br /> cx C •PK NAIL SET <br /> i 0 0 3/4"REBAR SET <br /> B • 34"O.D. IRON BAR FOUND\V" DOT CAP <br /> J����% CONCRETE CURB <br /> () PREVIOUSLY RECORDED AS <br /> A AB = N 61°31'03" W 114.24' <br /> •� AC = N 55°20'25" E 102.08' <br /> vINBURN ROAD — 07 AD = S 49°06'44„ E 107.85' <br /> AE = S21°10'15„ W 79.21' <br /> I COORDINATES ARE REEERENCED TO <br /> TI IL DANE COUNTY COORDINATE, <br /> E 0 1 D SYSTEM AS DEVELOPED BY TH1'. <br /> WISCONSIN DEPARTMENT OF <br /> TRANSPORTATION AND WERE <br /> DETERMINED BY UPS OBSERVATIONS <br /> ON CONTROI.POINTS AS SUPPLIED BY <br /> DANE COON X„4\10r7000O I <br />