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NOTE <br />EXISTING HIGHWAY R/W FOR CTH -C- <br />ES ESTABLISHED FROM GOVERNMENTAL LAND <br />LINE <br />-0 FOR HOEPKER ROAD NE -SE <br />NE AND FROM CSM 5377, VOL24-PG.271-212. <br />EXISTNG HIGHWAY R, <br />IRON PIPE ESTAEILISHEO FROM GOVERNMENTAL LAND LINE. <br />Y 428.086.18 CSU $037.VOL.43/MI7-20 AND FROM <br />• CSM 5635. VOL26/PG.13-15. <br />NE -SW LX 2.161.912.30 <br />CL <br />NW -SE <br />VIS LINE <br />1/16 LINE 7C <br />SLOPE <br />INTERCEPTS <br />CITY OF SUN PRAIRIE <br />P.l. STA.= 43+35.18"H - <br />GN sr <br />z Y 427.356.23 4.32 <br />r <br />IA X 2.163.499.38 0 <br />' 0 <br />DELTA= 88°-52'-45'•A V <br />D.= W-00-00" -X <br />T.= 510.78 <br />N.L.= 807.99 <br />R.= 520.87 • T.L. FOR <br />C6 DtTCHINC� L005 AC_ <br />V. mr.5 pr- r.0 PARCEL 31 <br />P.C. STA.= 38+24.40"H" <br />V. ZST I PG. 09 PARCEL 31 9"H" <br />P.T. STA.= 46+32.3 P.l. STA.= 168+26.58"C" <br />gs.w Y 425.902.91 Mo <br />so .- r X 2.161495.47 <br />DELTA= 57145*39.00" <br />D" 4120'00.00" <br />T7zs.jr <br />?31 <br />!ZtMQQ-- L.z 1332.94' <br />�p <br />R.= 1322.21! <br />h 796 <br />Y 425.819.74 <br />z p *'-11 4 L-- E P.C. STA.= 160+97.27"C" <br />P.I. STA.= 32+87.55"K" '.L SLOPES CULVERT P.T. STA.= 174+30.2r'C" <br />SEVERE ti <br />4 AREA m 25.60 <br />X 2,163.005.86 73 AC. <br />P.L.E. 60'. IW <br />DELTA = 60'-58'-3r SW -SE SLOPE <br />D.= 19* -05'-55" -2-1 66 CITY OF PRAIR!E_ IN7ERCFP7S <br />T.= 176-63' <br />v) <br />ZFt <br />SE -SW :-2 R.= 300.00' <br />P.C. STA.= 31+10.93"K" <br />'y <br />P -T.- STA-= 34+30,19"K.. p'-' I <br />ASLO pc 3T <br />M414 AC_ <br />% <br />te <br />O> <br />ALUM. MON. 0. <br />F.L. LAND. LLCor L C. • 2f1f'gZN <br />L.C-EL S r-Sr-IrE <br />F2 FIL• <br />34 <br />Y <br />425 435 4 50.00" <br />T L.C.B. S31'-19'-23"* ?c 37246• X 2.16�81`j.41 L. 17.Al' <br />R. 956.7Y t" 'Fj /2" <br />CK k <br />R <br />P.I. STA.w 23+10.63"w <br />_D <br />or <br />:2 Y 425.477.92 <br />se-ag <br />- - - - - - - - - - - -- - - - - - -- - <br />401 L <br />14 >- DELTA= 6r-04'-07' T.I. <br />L <br />D.= 6-4-00- L=ICL.C.B..m 54[).?4'. <br />L.0N55-W-5 <br />L. 977.110' R. 556.7y >0 305 a <br />L. 150 18-cz. <br />R.= 915.73' 10729 <br />P.C. STA.= 17+70.09"H" <br />66 .0 <br />fil <br />P.T. STA.= 2T+47.19'H" <br />LCem S31-26-29 r A <br />4 250.0(r . - I 335.18 <br />- TO SO" P 4*30.13"K"ro <br />•7 KiNir 34-3 <br />+ LCB. Nor- 48'-58-E i 5u ov <br />10 -kiz <br />It L.C.O. - $55-16' 00"W <br />--- "I I R- !)815�17 VIRIZON NORTH. IN" <br />r R. = 856.13' SEVERED -r 62 <br />'-, -)11 ARE - 2.419 AC. <br />- <br />CL <br />Cr A 237.'fi <br />3 1 '-07-y 46-E 6. <br />P1 23+10.83"H" moj Nag <br />m <br />L <br />51q. TWIN LIKE--- --- <br />j <br />510--- <br />520 <br />N69 --02'-46,E 4 .L. <br />P <br />% <br />ROAD I( <br />9.6 1 BE <br />d- NZ,xo DISCONTINUED <br />CITY OF TANCHO INVESTWE"T 519 1 -0 -4 -E <br />W - - - - .5 <br />67,111. LIMITED P*RTNERSAIDPI <br />MADISON TOWN OF BURY, r Its <br />NT6 -1 -4 <br />LOT I N$9' -OZ' -46'E I <br />5635 SLOPE <br />SEE SHEET <br />VOL.26 PGA3 loo INTERC-7- <br />REVISION DATE: SCALE. FEET: DATE: HIGHWAY: <br />8-22-2003 5-15-2004 0 100 200 11-14-2000 U.S.H. 151 <br />�j 11-07-2003 <br />3-10-2004 RID FACTOR: 0.999915 COUNTY: DANE <br />FILE NAME ORIGINATOR PLOT NAME °LOI SCALE PLOT CuTF: 13 -MAY -2004 1405 <br />180+17.27"C"-A <br />50+00.00"H"H <br />AL LW <br />Y 428.13;MC-T71 <br />X 2,164.562-07 8 <br />12 <br />.--.- <br />H j <br />%'mZO <br />NORTH. IR NC. <br />IROASEMEN <br />0104% 2047639 <br />V. lor-so / PG. 60 <br />j,,ENERCy <br />A%R7c. <br />TRANSMISSION <br />COMPANY <br />27 <br />398 395 <br />, Nsr-s5-45-w <br />45.65, <br />396-397 <br />561' -w55 -45-E <br />40.00' <br />:397-398 <br />-IR11011. <br />'DFUVF <br />39573-96 <br />S28• -04. -M -w <br />0 <br />520-546 <br />No--sr-ww <br />83.00' <br />546-383 I <br />N89' -02'746'E <br />.257.63- <br />P4 <br />50--5r-14-E <br />33.00' <br />4C14-405 <br />589'-02'-46-W <br />100.00' <br />405-406 <br />No, -5r -k4 <br />33.00' <br />506-390 <br />No, -57* -55-W <br />33.00, <br />506'504 <br />S89-02`-46-100 <br />19111.061 <br />504-383 <br />33.24, <br />SE -SE <br />7 <br />0-26..- <br />DWIGHT ;G. & <br />'Vpc� C. <br />SWROAD RES R VATION <br />PER CSM 184 <br />V. 7 m 267 <br />v <br />.T.L SLOPES <br />0 - =� <br />41.89' <br />412..W <br />S20r- 2,Y -37-W <br />Ir ROAD <br />COURSE TABLE" <br />.--.- <br />PT'-PTw <br />.- BEARING' <br />DISTANCE <br />398 395 <br />, Nsr-s5-45-w <br />45.65, <br />396-397 <br />561' -w55 -45-E <br />40.00' <br />:397-398 <br />N28 -04,115"E <br />20.001 <br />39573-96 <br />S28• -04. -M -w <br />20.00, <br />520-546 <br />No--sr-ww <br />83.00' <br />546-383 I <br />N89' -02'746'E <br />.257.63- <br />403-4i;�4 <br />50--5r-14-E <br />33.00' <br />4C14-405 <br />589'-02'-46-W <br />100.00' <br />405-406 <br />No, -5r -k4 <br />33.00' <br />506-390 <br />No, -57* -55-W <br />33.00, <br />506'504 <br />S89-02`-46-100 <br />19111.061 <br />504-383 <br />33.24, <br />Ir ROAD <br />.--.- <br />SERVATION I I11 <br />C5m 3095 <br />V. 12 PC. IIZ I <br />WISCONSIN <br />- 892.00' Jo <br />LOT 27 <br />V ROAD <br />LOT 2 AMERICAN TRANSMISSIONNE <br />-46-w - C.S-M. 9502 COMPANY <br />VOL.54 / M144 -t46 4(YEASEMENT <br />x 3297 P.I., <br />DOC; 222I. <br />V. HT54 PC. 29 <br />'j. 117.9y, <br />P -55-E. <br />Izzz'-11 <br />zzz'Z/ N <br />AC.--- <br />rE <br />- - - - - - - - - --- - - - - - - - -- <br />U <br />VISION CoAmcp FI�K� <br />)WN fr <br />FROM CSM 1550 1 <br />V. fi 1 PC. 760 <br />i GAF14 5. <br />I <br />REBAR */CAP A. AMMERSL y <br />33, Y' A25.4 %jj <br />X2.164.526.94 'rH_IL <br />GORDON <br />5377 <br />-5-4DL.2 PG271- 2�- <br />7 <br />PP P <br />-L. - - --/ ---- --- -- <br />4Z <br />:- ZZY- <br />EASEMENT <br />CSM 5377 <br />' 524ROAD TO HE V. 74 / PC. 211 <br />DISCONINUED <br />TAKHO INVESTMENT LIMITED PARTNERSHIP <br />i2f--48'-55-E LOTI <br />169.1151 C.5m. 8037 <br />FA.-76-U+-U'O-- t . VOL.43 / PC .11-20 <br />4.05 <br />-J <br />r0 PROJECT MMSER:1112-07-22 09 <br />SHEET NUMBER: 'E <br />4 . <br />EDERAL PROJECT NUMBER: <br />WISDOT/LADDS SHEET 75 <br />