Laserfiche WebLink
As prepared by: <br /> SEAL: <br /> GV. ROT H M A N °°°°°°a°UDOOD0000000000 <br /> & ASSOCIATES S.C. o00 - ...sc Ns(1/ <br /> LANG SURVEYORS g*: SCOTT P. '•....A <br /> Ers NE PORTAGE <br /> STREET. P.O. Th SA : (605) WL44 63771 o HEWITT <br /> PHONE FO) (006) E-MAL 6 51yin (EOE) , .oOa77 0 • <br /> FA%: (E06)742-0434 E-MAIL ou,vnyMgOQoO�R+m.can - 5- o <br /> (RED LOCO REPRESENTS THE DERR.-MAP) o T P c % E c <br /> O A A FILE NO. 1120-662 TIT wig, SIN <br /> TIT o13k,44".- <br /> �• . .='. 4 <br /> DRAFTCHECKED BY: <br /> BY: T. KASPER o3kSPH ,4) 4 ..SURVEo0q-• iV\ <br /> 00000000a000°° <br /> PROJ. 1120-662 `_,\° <br /> DWG. 1120-662 SHEET 3 OF 5 J <br /> DANE COUNTY CERTIFIED SURVEY MAP NO. 1 S 7 7 f <br /> GENERAL LOCATION Volume it S , Pogo 21 <br /> BEING LOT; G&M Na 8840 AS RECORDED/N VOL 47 OF CSAi4 PAGES 239 AND 244 AS DOCUMENT NQ <br /> 287244 AND LANDS LOCATED/N THE SW7/4 OF THE 3E//4 SECTION 30 AND A PART OF 771E NW'I/4 OF THE <br /> NEI/4 SECTION 3; T. 9 K R 7 E. TOWN OF ROXBUR);DANE COUNTY, RISCO/VS/AL <br /> CONTAINING: 973,649 SQ.FT. - 22.35 ACRES <br /> CURVE DATA TABLE <br /> CURVE DELTA ARC RADIUS BEARING DIST. TAN IN TAN OUT <br /> 10'12'59"" Si 8'44'50"W 121.05' 523'51'20"W 51 3'38'21"W N <br /> Cl (1013'12") 121.20' 679.78' (518'20'54"W) (121.09') <br /> C2 03'09'17" 28.16' 511.46' 512'03'42"W 26 16' 513'38'21"W S10'29'03"W <br /> (S11'39'39"W) <br /> C3 06'24'31" 60.90' 544.46' N10'26'05"E 60.87' S13"38'21"W S0713'49"W <br /> C4 09'03'32" 112.70' 712.78' N18'10'06"E 112.58' S22'41'52"W S13'38'21"W W -�I\ , <br /> C5 37'24'10" 208.47' 319.35' S45'23'56"W 204.79' 564'06'01"W S26'41'51"W <br /> C6 34'56'32" 154.50' 253.35' (543'S44'146O''O05"W) 152.12' S61'38'22"W S26'41'51"W <br /> 2"W <br /> C7 10'05'37" 44.63' 253.35' S5635'34"W 44.57' 561'38'22"W 551'32'45"W <br /> C8 24'50'55" 109.87' 253.35' S39'07'17"W 109.02' S51'32'45"W S25'41'51"W <br /> • <br /> 52.7' � • <br /> � I GRA VEL DRIVE . . , . J <br /> ® �® LOT 1PI <br /> •o o <br /> --. .. a <br /> 1-'�''(2) / 517'13'32"W i k' 4, <br /> I �' 30.72' oz <br /> A <br /> CCESS i 2-:-_,_1_ <br /> 30' YJI13 & V�1LIn I // �_ — S85'11'41"E _ ;3N <br /> MEN 167 89' » <br /> F EASE 4, 0 155.00' ' ...1M ce <br /> v <br /> E i� � � � 149.64' ` y.`? <br /> '� o 91 cp.. N85'll'41"1A/ <br /> / A' — \ <br /> i ' — ''i�-7 W ' <br /> ,0-1 4 <br /> -;"--7,‘• <br /> , y LOT 2 0 <br /> D. o1'� <br /> 3 16"E C52 O$ EASEMENT ONTHE N THIS OF ASU SURVEY DOES NOT <br /> N ACCESS & TM <br /> 1-'-i 31.76' CONSTITUTE A CREATION OF SUCH EASEMENT. <br /> TO 1.7. A SEPARATE EASEMENT AGREEMENT OR <br /> .- DOCUMENT MUST BE EXECUTED BY PERSONS <br /> o N HAVING AN INTEREST IN THE REAL ESTATE IN <br /> o ORDER FOR THE EASEMENT TO BECOME <br /> Z EFFECTIVE. <br /> BCAL' 1" • 100'• I <br /> b ?8"'918b- 2dO• .' o,F <br /> CLIENT/OWNER STEVEN M. & MARY A. BLOECHL <br /> 6691 DUNLAP HOLLOW RD <br /> MAZOMANIE WI 53560 <br />