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R/W POINT NUMBER. COURSE AND COORDINATE TABLE NOTE: <br />HOT RECOVERED � � POIPOINTAR <br />I <br />NA R BEING DISTANCE STATION OFFSET x r o PODIMBER EXISTING HIGHWAY R/W ESTABLISHED FROM CENTERLINE ,D <br />Ot LD OF EXISTING PAVEMENT. <br />2023 NO3'-25'-20'• 264.36• 272+BT.13 72.00• 784,547.54 554.004.91 2024 0p 0 w to <br />2024 WOO' -4T' -46•W 264.30' 2TS+50.22 80.00• 784.531.76 555,065.50 2025 <br />2025 H03'-32'-22'8 350.44• 278+13.25 60.00• 764.528.09 555.333.07 2026 0 <br />2026 ND1•-40'-46'E $01.43' 281+63.14 99.50• 784,506.45 SSS.682.84 2027 ,� ALUMINUM MONO ENT ." <br />P.L. 2027 ND2'-4B'-42'E 281.25' 286+63.14 6S.DD' 784.538.63 SS6.183.23 2028 Z Y S57.453JT <br />2028 NOD' -OB' -44'E 700.20' 289+50.00 SD.DO' 784.552.72 556.470.14 2029 <br />X TOL939.29 <br />2029 ND0•-24'-I1'W 149.20' 296+50.19 46.00• 784,554.50 557.170.34 2050 <br />38 \ <br />1 2030 N20• -43'-24'R 74.18' 300+00.00 45.00' 784.552.04 557.519.51 2051 \ <br />2051 3D0+70.00 70.00' 784,525.79 SST 598.91 <br />JAMES J. L <br />ROSANHE M. REPINSKI <br />LOT 1 C.SJL 8763 \I <br />I TOWN OF DANE m <br />Z <br />m T <br />m m a m <br />(/T VERIION NORTH. INC. - DANIEL S. SCHMm - P.L. <br />m 84 r.5'EASEMENT Z 11 42 , <br />VOL. snozs / Pc. 42 m i 1 1 <br />t� VOL 32 EASE <br />33m�3 / PG. IS Z ALWM ENE"l CORPORATION ; <br />_ t"' ROF1 HMI MARY LOU SCHMITT. TRUSTEES OR SUCCESSOR L 24.75'EASEMENT m \ 81 �1 <br />G i Y t0 I i TRUSTEES CHMITT TRUST. DATED APRIL 73. 2000•.1 VOL 692 / PG. 541 41 1 S a1 <br />i $j O% <br />N 1 5 # ` 16.5•EASEYENT ELOI C. SCYOtlTT 1I 335.55' WIC <br />N 1 i ` VOL. 232 ! M 340 - - - - <br />11 <br />U }{ S3 "-t T.I.DR - YEMAY -268 S.F.CL \ ol^ <br />cc <br />K N + ± 7J. -.SLOE.: 380 Sr. 1 • - P1_ \\ '"� '� F, <br />4 O 1 <br />Z N m i TJ. - SLOPES i DRIVEWAY i1 r'i r m1 <br />981'SJ'. <br />[ U 1fl ` F o ` Tl - DRIVEWAY - {24 S.F.-Ovl �A jjtF a I`; 0 5 1, N <br />i N �' �m .mv j, \ tosi 90 Q/ �n� t 1 ouWO~ <br />ERNEST E. F ' n T Y n e \ �o N v 1 .0m <br />m S Qa 1 <br />LT J. PULSFUS 0_ , 82 CHARTER COMMUWATIONS * '- e r n b o Ir 1` + Y 7 r cart _ � 1 <br />1 w tJ Q 9, o. : o w Cl �Y� e. s- ! 1 # 1 m v W a <br />i'^00 m f Z SLOPE INTERCEPTS dO' 7 i w '� m v o 1 �ira- z44, <br />„O\ N 4 M1 <br />275 - - 2 --cATv _ STV --I2? <br />- - <br />_P _ _ 57, <br />FYiu <br />- - - - - N O. 30'54"1N - 'r' <br />- <br />- - - <br />-lo y r d <br />i) .1 si C <br />I {A �ri N W 1 O i • i� N.411•0 Q N `,. 1 � � SB9•-48'-2i- i6 - <br />N h b i r, c0 i. ,y .e q 77 j• Fite MC111$1 b o IF f t3.`� n R ( FROM SEC. CORNER <br />Z 'iO v N~ t U i ) <br />N , O <br />V i a= QE •+ •^ o u i ; -+ - m h3 g Tp w m S ^ _ _ NO'-O'P-33"11 56.63' <br />MADISON GAS AND , •• OD » p P N O. N ~� a Q to 0 N '6 _ -O <br />6 z •, ie o "� _ I r'v,fR04 SECTION LINE <br />ELECTRIC COMPANY�.'4 & N ZZ�,x J�1 o Z n oo <br />r c0 v a <br />Qj 2SY QG 4� 1 <br />1 SD JAMES C. i SARAH E. LDWE F rb� p 7J. - DRIVEWAY NO• <br />a m TO C ! I p W <br />` , $ 1 , $ 6.540 S.F. '• 1 0a ,G <br />wALL ! �Y t 01015E fM1? AFFECTED. NO.VCOLtPACTED - T_.L - DRIVEWAY - 4372 S.F. { ! <br />TJ.- SEED REMOVAL '�. ! FILL PLACED ON SEPTIC MOUND/ <br />94.76' 2.586 S.F. s ! 41 _ -i <br />j N46' -2r -2s7 <br />1 I) 15 I ELa G. saOa7T ALUMINUM MONUIEHT <br />ALLUMN MMIMENT 1 <br />554.648.35 <br />1 39 Z Y sst.so6.tr <br />�7 I 589'-48'-2r'E 249LOr I x Te4.596.t2 <br />t' <br />I 1 ! SECTION LINE �-.-.ALONG•-1 LAURENCE S.B. <br />X 784.623.60 1 MARION B. MARKlU1RI)7 ALONG 1 <br />4.59 I Z 1 DAURN MAIEIir�- <br />` LEYEwF IL a {� R/M POINT C ANS COORDINATE TABLE 4 Z ( { <br />JEAN B. KIRK9G n <br />JOINT REVOCABLE TRUST ��/ Po►✓I t BEARING OISTANCq STATI t , OFFSET x Y TO "M-pr <br />1 2522 N46-28'-2s'W 94.76' 272+94.75 197.12' 784.816.19 554.822.45 2523 <br />2S23 N61' -04'-44•R 34.48• 271+63.02 130.72' 784.747.48 554.887.71 2524 <br />e Z 252.4 N86• -02•-08'W 62.59' 273+80.78 101.09' 784.717.30 554,904.39 2525 <br />2525 NOO•-24'-Ss"E 16T.53' 273+87.10 38.82' 784.6S4.67 S54.908.72 4500 i <br />v 4500 N39•-06'-4T'E 56.76• .275+55.00 42.02' 784.653.65 555,076.24 2526 1 <br />2526 NOB -44 -SSW 214riiLr_.56' 276+00.00 90.00' 784,690.72 SS5.121.83 2527 i .i { <br />2S -2f ND4•-06'-01•E 350.92' 279.13.26 50.00• 784.656.08 555.333.90 2s2B P.I. - 275+50'22 P.I. = 284+A14 P.I. = 299+00.19 ` • <br />a 2s2B N01• -401-16•E 136.68• 281+63.14 77.23' 764,683.18 555.665.92 2529 Y 555,070.50 Y 55,933.44 Y 557,420.49 <br />X 784,609.69. X 784,604.42 X 764,599.71 <br />? 2529 No4•-20'-22.0 363.93' 203+00.00 82.00' 784.687.17 555.620.74 2530 D. = 1° 47'05" RT. a. = 0° 10'05" RT. A. = 1° 06'05" LT. ALUMINUM MON�M <br />0 2530 N00• -43'-59'W 98T.09" 286+63.14 56.00' 764.659.63 556.183.62 2531 p• = Q• 20r�" D. = Q° �,01w D. _ Q° �.�" Y 547.497.76 <br />CF_ , 2531 N00' -4T• -49•W 240.33' 296+50.19 46.50' 784.647.00 SST •170.6] 2532 T. = 26310' T. = 250.00' T. = 2rjQ,Q1' x 187'255"23 'a % <br />HOT RECOVERED rb i0 P<y� 2551 2 32 M3' -]o• -23•E 126.49' 299+40.00 45.00' 784,642.96 557.460.93 2533 L. = 526.15• L. = $00.00, L. = 500.00' <br />299473.96 166.81 794.764.25 557.496.84 R. = 16,892.58' R. = 170.474.98' R. = 26,012.85' N <br />7006 N01-30-27'11 163.22' 273+96.79 41.931 T84.657.98 554,908.50 7001 F <br />7001 275+50.41 41.96• 784.653.68 555,071.66 <br />REVISION DATE: 3-7-02 10-1-03 N.C. <br />SCALE. FEET: DATE: HICNrAY: R/11 PROJECT NUMBER: 5280-00-22 srrEET NlA18ER: 4.12 E <br />12-19-02 o Loo zoo 5-29-2001 S.T.H. 113 <br />7 -Is 3 f- <br />9 -ss -03 N.C. GRID FACTOR: N/A COUNTY. DANE FEDERAL PROJECT NUA6ER: <br />-' ••• - ^•�+••w�+••.++0aea ORI681ATOR : D0TPCB/DJD/C4C PLOT NAME 'PLOT SCALE : PLOT DATE: 01 -OCT -2003 9e2T WISDOT/CADDS SHEET 75 5 <br />