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<br />Note: Access along U. S. H. 18 controlled by Access Control Regulations, recorded in Volume 447 of records, Page 83, Document No. 136501, REVISION DATE R/W PROJECT NUMBER SHEET
<br />PC 43+g4• and Controlled Access Project CA017-2(2). ROUTE COUNTY DATE NUMBER
<br />56 NESBITT" � , AT jay:. `46��2.� 11-12-92 7-14-92 U.S.H. 18 DANE 3-2-92 1201 - 04 - 21
<br />26.88, o Z ���� �`ti 93 �A,_ 3 /�' 1-26-93 N.C. FEDERAL PROJECT NUMBER
<br />10 I Y� DANE COUNTY 10_27_94 SCALE, FT. GRID FACTOR 4.21
<br />38 9s'7-28-94 0 100 20
<br />r'p 3s �2 10-1-95
<br />rn o o_ o_- s e A 0.99991
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<br />��. _ 26 0 v SF 't j j BRASS �q' WITH
<br />T ~ 2S £ 42 Q• / �T ; j 2 Y 365,314.63 o
<br />X 2,132,734.05 crw, o e
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<br />s Nil$
<br />\` 4 - - - - , 3s pCA�" , 43+84,56'~ 18 _ �o'�� \ k u 0 0 0 `� �1g �'► ° Qpp 1yk�� SITE KEY
<br />` T T 2s•� 7 X919 7$ 100 1 OQ SBtT /1st>/ ,� OXY Nc� 0 5' S� R
<br />_ _ g ` - - -"sa ' �c, ''�'•� � "� Z 200'2 6'
<br />aI S�°p IISCONSIN POWER AND LIGH ~ _ g 83„N�58`vJ. -O off: o Z 6'% � •31,5g 0 o0 ° \„NFS
<br />EMENT COMPANY �6 C� /6S, /; v' ��
<br />INre RELEASE (TEMPORARY), 39 12' `Y• �� `o _ W Z� _ �� 536 p �o °° NE e//j� ESBITT ROAD
<br />20-h, RCEprS ARY),PARCEL 51 62 - 2g' �, / aa. 1J� oi1;/�, x �� �ppES ww J o° 000
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<br />Y 362,680.56 jR o U0� `---' 9 9x84. 6; N£S 09 �-'_ N z CPS %' 0$'W 5 poOOo a425 J rT1 a1 _ - B1�„ •00' -7
<br />2,130,083.63 © - NF `300• QO NFse/TTe/�'%,�r- N\ t�
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<br />PI 27+21.45 NESBITT /�/ 52 v
<br />fgSEN p�MeR 769+17 36 0 + N
<br />R£(Egse p� �I�N� Nry � o�Y.. N , 45' SHARON L. NESBITT,ETAL.
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<br />tt 50+00 CURVE 137 ~ N.
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<br />755+00 PC 756+99.75 � �
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<br />` N61' -45"-00"E 1,058.19' /---------------------------------- „
<br />\ 760+00 , - ------------
<br />�'� \\--____-- 500.02' -' 765+00 > i� 534"-20242.03'
<br />ALONG 52-2
<br />`\ -_-------- -TAN. _ --- t\ - / 770+00 i
<br />PI 759+7 .78 E-1 --------- �� 7751 .0
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<br />WISCONSIN D. . . - - - - - /V� O F \\�� X60+00' E-1- _ - - O : ,�� -- --- -__ ---
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<br />---- --- ---- ----- PI 768+75.14"E-1" N
<br />3.04 AC. S / ' ----------------- -- - -- ---- ---- PI STA 771+71.22 52_i- --------------------------
<br />•�� F�\\,�90' ' 52 - - --- -- ------------ --- I--- - ---- --- - ----
<br />968, ,--------- 62
<br />774+77.48
<br />RAW CURVE \ \` g5'�0 0' o N54 ° -24 ' -4 0" E 1, 2 09.87 ' ----- ------------ ---- -1- -- --- ----165.23 _ - --
<br />\ 532 ---- 1 .3 Q' -------- ---- - --
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<br />•0753 » 456.30' a� \� o FO _ - - -
<br />26 752 » 0.81 E-1 13 \ A, - - -
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<br />Z N r '`� 1 Z - j z d SHARON L. NESBITT,ETAL. PT STA 48+62.95"NESBITT"
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<br />DELTA= 44'10'07"
<br />W �FIBER OPTIC CABLE T.L.E. FOR SLOPES � �� 52 Rt.
<br />1.62 AC. v E PI STA 23+24.54"MRRT" D- 10'00'00» R CW 860.7E 485
<br />PT STA 5+99.07"MRRT" Q• ALUM. MON. , „ T=232.4.7' 4'
<br />\ *IV*
<br />362,645.74
<br />51 DANE COUNTY ,n , X 2,132,716.76
<br />LANDLOCKED 20.4 ACRES
<br />A -
<br />SIGN NUMBER SIGN
<br />OWNER
<br />52-1 HIGHLANDER
<br />MOTEL
<br />RADIS
<br />❑N INN
<br />52-3 PIZZA
<br />HUT
<br />DELTA =16 35 20 Lt.L.C.B.=S67047'21"W
<br />D= 03'00'00" L=441.69 R.=1860.09'
<br />R=572.9,6' L.=868.62'
<br />„ „ T=27$•43' R/w CURVE 185 R/W CURVE 137
<br />PC STA 24+88.98"NESBITT" =561.19,
<br />PI STA 750+01.49"E-1" P1 STA 759+70.78 �fi s8go L=552.96 " T. L.C. = 868 , 33 L.C.
<br />R=1 909.85 PT STA 29+30.66 NESBITT L . c . B� •- ,
<br />DELTA= 77'- 30'- 30"Lt DELTA=20'39'58"Rt �� • ' , = N6 54 L,C
<br />D= 6'45'00" D= 4'00'00" COURSE TABLE PC STA 20+46.11 "MRRT" 1 22 R = o o -33'E =5,616,316'
<br />9 . = N36°-o6'-os�E
<br />T=681.26' - , DELBERT E. BISCHOFF �'•, • ,, „ PI STA 771 +7 L _ 1, 86 9' R . , 616 , 16'
<br />A T-261.16 26 DISTANCE 876.41 ' L . =56
<br />COURSE BEARING PT STA 25+9.9.07 MRRT 1 42'
<br />•� L-1,148.15 L=516.65 'SQ, A s33•-40'-13"IN 57.16' Y 363,697.02 w cuRv
<br />> 8' B S32' -03'-11"W 71.99' PI STA 768+75.14"E-1" X 2,133,576.38 R/ - E 338, R/W CURVE 77
<br />R=1,432.39 62 .
<br />R=848.83 - _
<br />C S33• -57'-09"W 132.29' DELTA =3'00'00"Lt. DELTA= 7'20'50" Lt. L'c' 86' L c 447.79'
<br />PC STA 743+20.23"E-1" PC STA 757+09.62"E-1" D N54• -24'-40"E 1997 _ " L.C.B, = S75° -40'-11'W L.C.B. = S44° -40'-14"W
<br />PT STA 754+68.38"E-1" PT STA 762+26.27"E-1" • • E'.••: •�N5 a 24'-40"E 76.66' T=600.14'00 D= 015 00� R. = 5,596.36' R. _
<br />,••F; ,%; ' �N00-22'-04 E 26.46T=1,471.47 L , - 62 , 86' - 971 .66'
<br />.L 451 85'
<br />.G•: :•N89° -14'-33"W 165.00' L=1,2QQ,QQ' L=2,938.91' R/W CURVE 597
<br />R/W CURVE 726 r • ' H N51 °-07'-03" E 170.54'R=22,918.31' ' R
<br />L.C.=347.83' R/W CURVE 532 R/W CURVE 395 _ 4R•_.�►.CRES_. SOLD SEE SHEET _ 4.,`22 ' '. J:•;•:'.'.554° -24'-34"W .,23.82' R-22,91$•31 /W CURVE, 38 L.C. = 657.03
<br />Q• L.C.B.=N65°41'30"E L.C.=535.11' L.C.=632.79' i ~` • • ' 0"E-1" LC.=218.99
<br />R=1,879.85' L.C.B.=N62°43'44'E L.C.B.=N64°12'17'. '
<br />PC STA 762+75.0 PC STA 756+99.75 » L.C.D. = N646 -03/-35#E
<br />L=348.33' R=1,859.85' R=1,860.09' PT STA 774+75.00"E-1" PT STA 786+38.66 L.c.s.=N76•-28-09 E-
<br />R=5,596.364' R. 1,960.09'
<br />L=536.98' >
<br />\ L=635.88 _ _ :. 1 1 L= 219.00' , , L =660.15
<br />'
<br />CADDS SHEET 75
<br />
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