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NOTE: Access along U.S.H. 18 controlled under CONTROLLED ACCESS PROJECT CA017-2(2).R/W PROJECT NUMBER SHEET
<br />y � \ 8+41.34»NESBIT'(» REVIS{ON DATE 8-21-97 N.C. - -
<br />26T 7-14-92 ROUTE COUNTY DATE 2®� 0421 NUMBER
<br />6 DANE COUNTY ;, �+ 73 ESB 11-12-92 V.S.H. 18 DANE 3-2-92 FEDERAL PROJECT NUMBER
<br />10 M.G.& E. GAS EASEMENT WITNESS CORNER FOUND ,` ti P1 46 421` „ 1-26-93 N.C.
<br />CONCRETE MONUMENT WITH /' \ B1�
<br />BRASS CAP g' 9 o4»NES os 1 o -27-s3 SCALE, FT. GRID FACTOR �'.2�
<br />11 ioi� » �, 47+8 2p1• ,T „ 3-24-94
<br />7 50 20» ,,� ' - 7-28-94 0 100 20
<br />ACTUAL CORNER IS 5.50 FEET, oiv EsBI� S75�-.
<br />S00' -00'-07"W OF WITNESS, 14 Zi 48+80,g3 N `�' 18„NESBITT oo ' i.` 10-1-95
<br />:. _ .. • 47+63• 0.99991
<br />DANE COUNTY IN A LARGE TREE. N1W % s? 318•g0 60 .
<br />I "�' NOTE:. EXISTING R/W ALONG, C.T.H. "PB" ESTABLISHED FROM:. CENTERLINE OF EXISTING PAVEMENT.
<br />_ --
<br />WITNESS CORNER COORDINATES 8'z ? 35•_25»E ��� X00 1$ ,,- ����°° -'� EXISTING HIGHWAY R/W ESTABLISHED FROM PREVIOUS PROJECT F 017-2(15) �+
<br />729+51.21 "E-1" �j I� N77-, 5' T.P. S N. o SE - N E
<br />�I� + 1038.9 �. N REFERENCE LINE.
<br />11900 O
<br />Y 365,',x46.87 oI iZ � � �� ,
<br />X 2,130,077.08 SE NW zip 1 CHISLED »X„ xsO�-- S, -1 _ 1 --- 37 N S \ T / / �� ;
<br />IDENTICAL - FSS, 02 ;00- » -
<br />I N 2p oo' • 7 �- / 100
<br />SE NEI,
<br />-
<br />F 47+29.56 NESBITT �
<br />POINTS •.2; '
<br />IT
<br />P662.95NESPT 48+
<br />4-� '
<br />"A
<br />• - to ,
<br />CAUTIO A(30.00)50+000 ESBI 730+00 "E-1„ - 0"N TT"&"PB"=
<br />-,-
<br />LO
<br />- -
<br />,
<br />739+60.00 "E-2:'
<br />3r•
<br />�3Sx 22 \00•
<br />51.21 �AGHMEN� 00
<br />TV+ G COR�E'R ENR ,�„ P. » 'F�r, 50+72.27PB"= R/w TO
<br />Pt
<br />725 3\p_1D\N 1" 22�__- s� PT 735+20.24"E-1 736+09.50"E-1� »
<br />+0 93, 1 2 k r' x ---------- --- - ,444.20 S89' _14'-33 E
<br />o5„E 812• 72g �100� .1306 �ISc'o�0 /�- r --- ----- --- -- ---- ---- -- --
<br />N77.352 NOTE: BUILDING TO REMAIN 6 ' • 01' `� ��;, /^'� N89' -14'-33"W 1070.90'
<br />WITH REVOCABLE PERMIT--------------
<br />---'
<br />TA. 9+ ,
<br />�9�.Z �y4x 'ALONG 1/4°LINE TO
<br />IL S 74 79,86
<br />00,
<br />TOWN ' 50' O •�✓
<br />1��lV-�-�
<br />T. P. O� F )999 h
<br />l o
<br />o '
<br />(, a� � ; �o � � 51 �4 -�- ---- ----- ----- --- 6 ALUM. MON.
<br />6 03 4. '`00 4.`° '�° '� �/ Y 362,645.75
<br />w N "a1 50' r� DANE COUNTY F��; ^ ���°° X 2,132,716.92
<br />COURSE TABLE ALUM. MON. 14 1 vi U) = W 00 _ __ _ _ X �6�'
<br />COURSE BEARING DISTANCE COURSE BEARING DISTANCE Y 362,680.56 0�0 ' N= ,m Q 14 13
<br />>, X 2,13;0,083.63 /� °° a� w „4 �'' GVR. r :.':;:.:: ... ;.::: •, .; :: .:..:.:. -.: Q o
<br />A S81' -24'-26"W 74.16 F S64! -00'-00"E 300.24 �Q o o cu
<br />B S81' -24'-26"W 133.81' G N64' -00'-00"W 300.24' 8 [DI ~ o o �N
<br />I z
<br />C S89'-14 -33 E 118.66 c", w J a co +,-o
<br />D S81' -24'-26"W 267.63' DANE COUNTY J 4 _ 2 fq
<br />> >, I LO
<br />o W . G I
<br />E N10'-48 -50 E 62.08
<br />0", �t v cr LL ,� S xs px9 ,- w � k W 111c;_ 000I
<br />51 OF Iz 3 v•� o0
<br />CURVE 185 I o 1 'Q'� �' �! - 5Z9 ori �i V o 15�k g5•
<br />L.C.=868.33' 04 i z v o O • Q� 'Q.Q�3 �` ' G�RVE 7gISa r v,
<br />1;0 co M U O O `N 00 / px-
<br />L.C.B.=N6T-54 -33 E T o l Q w' z 4. h '1`l' i Op:M �E
<br />:...
<br />R.=1,860.09' COUNTY BOARD ACTION �; ►;c ' . + h ��x : ' -: :.;:..: Mo' Ssyc- R,Q GVF�
<br />� i W
<br />L.=876.41'1.13 AC. j
<br />2 W o� ...;.:... / ' HIGHWAY EASEMENT ^ ry,�� 4Q- ,y F • ----
<br />{ R/W CURVE 1 RW CURVE 730 i 4, �'^. ' .: ...:.'. . , �'��+ ,' 3.04 AC. .�� cUR
<br />• URVE 2= 1 •
<br />M E
<br />- `' p o v
<br />L.C.-285.69 L.C. 122.58 YERONA ' � �- ,ri m � �i. : `` .`:' . :::, p XS 3.04 AC. SOLD TO � 0• Sp. O 3p R : ' •
<br />., „ ' L.C.B.=S7810 22 W i 4 '� 2 VF :....• :: -" .. „' U+ - • ^00� ---
<br />PI STA 46+42..73 NESBITT L.C.B.=N60'-55 -06 E _ GL r d A o "' ,- o A WISCONSIN D.N.R. 1,\OcX a0' MRRT" so 0
<br />» R.=408.10 R=490.87 i lir S TS • ::: : :... ,��
<br />b
<br />DELTA= 46 50 20L.=291.87' L=122.90' o rn o ; qp x ... a fl o o o
<br />- O- .:,... • ..: �l• ,' ,, »E O O -F` -�;�Sa� O O O
<br />-- CURVE 395 ' 00 z - 'JS; �� ..:.:...::, : `:.:: ` r� 1 4 -25 O O O O O _ 59��I p
<br />D- 10'00'00" RW I '- ._.,' -- ' ., ss1 •_ E ,,
<br />T=248.17' CURVE 597 L.C.=632.79 » - / R'p �'So "„FE» 745+69 75.20 _
<br />L.C.=657.03 L.C.B.=N64'1217 E I 00 `..... : ' -- RR ___Fz�,-''f o
<br />L=468.39 » R=1 860.09 NE - SW ,,Q/ ,� �'� : ��, ; „ - F0 + �•��~ ss _ _ J %2
<br />264 94
<br />L.C.B.=N64'-03 -35 E ' I � ^' Fj`L - ' :'^�• a� 0 P 1:1.8• 4' tij�
<br />R=572.96 R.=1,960.09' L=635.88 o m �, _----- 744+0 w O
<br />•.
<br />L.-660.15 NOTE: M.H. IS FOR MAINTAINING , O , a N J .` O � �`L . 0 197.
<br />PC STA 43+94.56"NESBITT" - '
<br />P „ �� WATER LEVEL IN a S o `'� N o Q0.
<br />T STA 48+62.95 NESBITT R/W CURVE 3 ADJACENT POND I �x '
<br />RW CURVE 726 , 1 > ,� x 34 � VE 697 1 + L
<br />L.C.=229.30' i O cb 24'-26 Z R/W CUR F "<:, T.L.E. SLOPES 00 h , A.
<br />L.C.=347.83 I O. O O
<br />PI STA 750+01.49 "E-1» L.C.B.=N01' X24' -44"E - _ O; �, U. U OO R1W CURVE
<br />���" N41'-40 -27 �
<br />L.C.B.-S65'41 30 W I A - 1.62 AC. �
<br />R. 2,914.79 R-1,879.85 CABLE �. N �:" C` O O O -- ,-' ,'' �' A2 156.44'
<br />DELTA= 77.30'00"Lt. L.=229.36' R OPSIC d� x d -
<br />L= 348.33 FIF3E ON �EEEPN�NE CO �_ _ - a -' ,' „
<br />;,�, '�'Q. �' 3/4" REBARS``FOUND
<br />D= 6.45' 00" EXISTING MT• VERN '� N0o-35�-34 C` 4 -26 E > EE (TIES FOR OLD R/W)
<br />T=681. 6 RZW CURVE 285 , EASEMEN - 10 N$1'-2 ' - --, ' „ ,> .,; N 1'-4 ' 27" P.L.
<br />2 , L.C.=240.37' S P•& L •_ """'...--• �PRT• _ . c FO 0 O - O 46' _---- 199.63' - - tOf'
<br />L=115.15 L.C.B.=N77'42'09"E W' i 1[RAII_ +00 M �? y. 26"E -643. -- 61 _
<br />• RECREATiE7NAL 0 , � g _24 -�__
<br />R=848.83 R.=1,860.09' ----'''r ocE 3 x`� ,� Ns -
<br />_ Y ' EO 60+11.60"PB" 0-
<br />» » L -240.54' MILiTAR ' -
<br />PC STA 743+20.23 E-1 FO , MT VERNON TELEPHONE COMPANY
<br />SIN 65.00 -�" , , h p co 1 g• �N,)_(00
<br />.
<br />PT STA 754+68.38"E-1" STAB
<br />OF W1SCR� pURCES a m N ,�� '-- FIBER•QPTIC CABLE
<br />OFNATURAL to ^1 ,�''61MT. VERNON TELEPHONE COMPANY
<br />N DEP _ OD � o N � � N � • FIBER OPTIC CABLE
<br />N » » » » - 4" REBARS F.00NJD �. o r. r7
<br />PI STA 759+70.78 E-1 PI STA 4+77.30 MRRT ----- "°`T `0 Q0 0
<br />TIES FOR OLD R V1V '� _ + °` 51
<br />DELTA= 20'39'58" Rt. DELTA= 42'54'26" DANE ' COUNTY M1U. CRE „ » h' , ,
<br />D= 4.00'00" D= 16'00'00" 0 R/W CURVE 532 5$9+39.51 PB of o`O f �rt�, ,A, �+
<br />pl�T=261.16' T=140.72' 0P L.C.B = 62.43'44"E ~ Z w ' DANE COUNTY It N rY - �7E
<br />N rJ1 R/W CURVE 527 R.=1859.85' T.L.E. SLOPES ! ' ° G N
<br />N L=516.65 L=268.17 L.C.=225.37 I o��°c
<br />N R=1 432.39' _ L.C.B.=N59'5T13'E L.=536.98' 0 ^OrO 0.
<br />R 358.10 0.42 AC. w �a
<br />PC STA 757+09.62 "E-1" PC STA 3+36.58"MRRT" R.=308.10 DANE COUNTY
<br />L.=230.73' R/W CURVE 529i 50' 2.03 AC. REMAINING
<br />PT STA 762+26.27 "E-1" PT STA 6+04.75"MRRT" L.C.=385.69' 60' w;� _ DANE COUNTY 51
<br />R/W CURVE 528 L.C.B.=S77'15'00"W ; ''' o: rn
<br />01
<br />L.C.=510.88' R.=308.10' m o o % �36x pp
<br />PI STA 768+75.14 "E-1" PI STA 11+39.81 "MRRT" L.C.B.=N77'15'00"E L.=416.74' a _I - ;0 w . ,�
<br />DELTA= 3'00'00"Lt. DELTA= 77.30'00"Rt. R.=408.10' ; ; 00 1 180• RODNEY 0. SLOTTEN
<br />» �� L.=552.01' R/W CURVE 530 ; o ° ) �- o LANDLOCKED 19.85 ACRES
<br />D= 00015'00" D= 16 00 00 L.C.=68.16 ; z o
<br />R/W CURVE 531 L.C.B.=N67'25'22"W ; z - �� 1
<br />T=600.14' T=287.40' L. C.=360.39' �3 N 33'- 45'- 43"E
<br />L=1,200.00' L= 484.38' " R. =658 0.87 09�S,,�0�0
<br />_ _ ^- -„
<br />L.C.B.=S 86'30 00 E , 4S_ 183.20'SLOPE INTERCEPTSR-22, ' ' R.=470.87 L - - _ _ S83' -28'-16"E
<br />- 918.31 R=358.10 � ';>
<br />„ " » ,� L.=369.82 R/W CURVE 697 ry - 354.43
<br />P.O.B. � o
<br />PC STA 762+75.00 E-1 PC STA 8+52.41 MRRT R/W CURVE 485 L. C. » w a CU X34 RENEE A. SLOTTEN
<br />PT STA 774+75.00 "E-1" PT STA 13+36.78"MRRT" L.C.=860.74' L.C.B.=S39'2753 W > Xo
<br />» R.=408.10'ry�ry �6 ° PI STA 736+84.25 /
<br />L.c.B.=s67.47 21 w = ,� o o Y 361,915.60
<br />» „ » » R.=1860.09' L.-13.74 ^0 _ P.L. M P.L » »
<br />PI STA 732+46.88 E-1 PI STA 18+52.77 MRRT L.=868.62' " _.. _ _ _ X 2,130,260.98 PI STA 57+13.48"P13"
<br />- „ 6 ,� X33+� DELTA= 65'45'00"Rt. DELTA= 27'39'00"Lt.
<br />DELTA= 38 24 35 Rt. DELTA= 45 00 00 Lt.
<br />D= 6'45'00" D- 11'00'00" z - �6 �s� D= 3'00''00"
<br />- , - , ALUM. MON. 14 I 6 66'D= 7'30'00»
<br />M T=1,234.36'
<br />T-295.67 T-215.75 X , 48T=141.00'
<br />Y 360,019.79 23 w 110 w L=21.,91,67' L=276.50'
<br />�
<br />L=569.03' L=409.09' P.L. x 2,130,100.28
<br />R=572.96
<br />R=848.83' R=520.87' RODNEY 0. SLOTTEN
<br />R=::;1,909.86' '
<br />PC STA 729+51.21 "E-1" PC STA 16+37.02"MRRT" 8 ,-' PC STA 724+49.89 PC STA 55+72.48"PB"
<br />PT STA 735+20.24 "E-1" PT STA 20+46.11 "MRRT" SE - SW SW -E PT STA 746+41.56 PT STA 58+48.9899PB"
<br />i
<br />CADCS SfiEET 75
<br />
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