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o <br /> As prepared by: <br /> SEAL: t1�►1►►► <br /> GV ROTH MAN ,„,, \scoti.. <br /> & ASSOCIATES S.C. ' won--.1'z. <br /> LAND SURVEYORS • r <br /> P' <br /> 625 EAST SUFER STREET. P.O. BOX 373 PORTAGE. WI. 53901 <br /> = <br /> PHONE: PORTAGE: (608) 742-7788 SAUK: (608) 644-8877 .- NEWITT ` <br /> � <br /> -` <br /> FAX: (608) 742-0434 E-MAIL: surveyingOgrothman.com S-222 <br /> (RED LOGO REPRESENTS THE ORIGINAL.MAP) i�••• PORTA I '•OAS <br /> G & A FILE NO. 814-388 ;( r. '.:74'• _ • l► <br /> o � <br /> DRAFTED BY: SMS ��r 7T firt o`� <br /> CHECKED BY: SPH •�' t i1 ‘` \� <br /> PROJ. 1013-415 1 A'1,- <br /> DWG. 814388 SHEET 1 OF 2 5 <br /> DANE COUNTY CERTIFIED SURVEY MAP NO. <br /> GENERAL LOCATION Volume , Page <br /> BEING A PART OF THE NE1/4 OF THE SE1/4, SECTION 24 T 9 N, R 12 E TOWN OF YON( DANE <br /> COUNTY, WISCONSIN CONTAINING: 475,986 SQ. FT. (10.93 ACRES) <br /> T <br /> BASIS OF BEARINGS IS THE SCALE:��” = 200' <br /> EAST LINE OF THE SE1/4, SECTION <br /> 28, WHICH BEARS 500'26'57"E AS �00 201( 1400. <br /> REFERENCED TO GRID NORTH, <br /> DANE COUNTY COORDINATE SYSTEM W --....;r----, E <br /> NAD83(2011). E1/4 COR. <br /> N. LINE SE1/4� SEC. 28 <br /> o S <br /> UNPLATTED PI <br /> LANDS BY OWNER NI <br /> 166 I <br /> 33i3. <br /> O EAST - 510.68' I <br /> 470.68' <br /> 40.00' <br /> NOTE: REFER TO BUILDING <br /> SITE INFORMATION I <br /> CONTAINED IN THE DANE <br /> COUNTY SOIL SURVEY. NE1/4-SE1/4 NW1/4-SW1/4 <br /> b <br /> ai <br /> LOT 1 n w I FA DEDICATED TO THE PUBLIC <br /> 435,600 SQ. FT. w 40,386 SQ. FT. <br /> (10.00 ACRES) I al N I (0.93 ACRES) <br /> (PARCEL NO. 070/0912-284) ,°„ w oNcOoo <br /> • <br /> L11 -4-.4- <br /> (D (O N <br /> N`(0 <br /> UNPLATTED = o w 0 UNPLATTED <br /> 0 <br /> LANDS BY OWNER z o Z �i LANDS BY OWNER <br /> BIN 111 <br /> I Cl <br /> BIN SHED •••^ h I DELTA = 36'00'55" <br /> (--\ <br /> / ' `.! •� = 314.29 <br /> ARC <br /> GRAVEL '"', RAD = 500.00 <br /> LEGEND � HE)SAD DRIVE I '1'3 BEARING= 517'33'31"W <br /> .p.iii.) DIST = 309.14 <br /> 3/4" X24" IRON ROD SET °�Q ..... .• o(WT. = 1.5 LBS. / L.F.) 68,6' La oe, CONCRETE. SILO <br /> 68.6' Cl/ NO o C2 <br /> • 1" IRON ROD FND. _ Tn N �' N v DELTA = 36'00'55" <br /> A PK NAIL SET BIN / ARC = 289.15 <br /> & 1" IRON PIPE FND. F�E�IE %BIN '10'3 RAD = 460.00 <br /> ( ) PREVIOUSLY RECORDED INFO. DR o • 3 BEARING= S17'33'31"W <br /> /w/N35'33'59"E • DIST = 284.41 <br /> ® WELL 25.4' /� 131.60' 1io �/• <br /> 47.62' mph' ° <br /> O 313.30 4. _ ;b/ I <br /> N87°17'43"W - 360.92'3 Ih FISCH ROAD _ - <br /> S. LINE NE1/4-SE1/4 3 �� _ <br /> UNPLATTED <br /> LANDS BY OWNER �� / �— SE COR. <br /> / /33,/ SEC. 28 <br /> OWNED B❑RNITZKE TRUST l ! CLIENT JOEL B❑RNITZKE <br /> 6685 C.T.H. "TT" 765 ST. JAMES STREET <br /> MARSHALL, WI 53559 COTTAGE GROVE, WI 53527 <br />