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-� PI STA. 109+54.39'A' PI STA. 297+60.26'E' PI STA. 600+03.24-D` PI, STA. 612+96.58"0'PI STA. 620+41,72`D' REVr51ONDATE ROUTE COUNTY DATE RM PROJECT NUMBER SKI
<br />Y 416.710.94 Y 418,158.35 Y i i X2 -07-2i
<br />; 418.380.72 Y 419.834.40 Y 419.844. IS USH 151 DANE 7-23-90
<br />X 2,189,655.24 X : 2. 190.276.45 X 2. 190.654. BO X 2. 190.991.43 X 2,191,808.58 FEDr RAL PROJECT NUMBER
<br />A = 49• 11' 34" A 74• 56' 06"e = 9T•. 0I' 29" a = 76• 16' 03" e = 37' 39' 55" SSCALE, FT. GRID FACTDR 4,
<br />100 200
<br />D = 5' 06' 32" D = 12' I'I' 26" D 16' 22' 13" D 18. 58' 20' D = II. 2T' 33' ,999990
<br />* T = 429.34'w T = 360.22' - T = 395.77' T5= 237.09' T = 170.53'
<br />L OTE: ACCESS ALONG USH 151 CONTROLLED UNDER
<br />= 805.28' L 614.70' L = 592.69' L = 402:00' L 328.69'
<br />A = 937.93' R = 470.00' R = 350.00' R = 302.00' % CONTROLLED ACCESS PROJECT CA 017-2(37
<br />R = 500.00
<br />PC STA. 105+25.05'A PC STA. 294+00.04"E' PC STA. 596+07.47`D' PC STA. 610+59.49"D" PC STA. 618+71,19"0" % / NOTE: EXISTING HIGHWAY R!W ESTABLISHED FROM PREVIOUS PROJECT
<br />PT STA. 113+30.33"A" PT STA. 300+14.74"E' PT STA. 602+00.16"D' PT STA. 614+61.49"D" PT STA. 621+99.68"D' /` F017-21431 REFERENCE LINE
<br />a
<br />NOTE: CURVE NOTES APPLY TO SHEET 4.3
<br />CONC. MON. WITH - - 91101
<br />BRASS CAP �-Y- 420.083, 12LVX=2.190,874.48 LCLBC =X64' 1420"EISCNSIPDWERR = 625.00'TO.IPDLE7WHITSON SWIFT DOC._ .INC.X585314 MARlE C. PORTERv��s HOMES VOL. 120 PG. 412 -� trff��Il IE -
<br />a r + nt T.L.E. FOR 1650.00' `_ ..oPRIYATE DRIVE •'--
<br />•-,____-._...._____________________________________ a COVERED
<br />J� oO•P'd2, + �� 1.57 AL ` rrr j- `~ ? J _.2_ r� -
<br />'i �`'•ki `;9L7G
<br />r0 •'y`Ta^CA'p 't D_ 135.00' - - al - Ir `- _ (�:.L�
<br />-1 XX
<br />IS.00'B N39.09'51'E \ D - J '
<br />♦ '•fir 2 / .f1` 'ALO 6�LC-'+,! I- UG SLD -G, v
<br />5'•1'.� 550• SLOPEvY 0�-1;' _ Q C• --
<br />u INTERCEPTS'_ __ �*- LOG - _
<br />.. } I 7' / '; 1• s 45.00'
<br />dye H
<br />7`�• \:I '•p y V eLk 50�'5T0S 0 E. 2000.'00' "- •S' IGYE
<br />NTiP,L
<br />0 X309S E
<br />9, L. ' , •, "r, t.i 1/ -.-��..
<br />N [S 0 SWPRAIRIE
<br />e X
<br />- V.1�1
<br />\
<br />440+65.00
<br />E_
<br />� �n-0+00 OQ°WR' _-___ .
<br />- -L' .L. E.-15 60-06______ �
<br />qc' x',1,6 5"D" 400.00 ` j X40' 18' 36'7 _--- .
<br />X39' 09' S1"E ' 550' 50' 99.7
<br />440 5ir
<br />d ° 430 435
<br />J- 425 09'. 1'E - UJFi--+.+- + _•_-�An.N12 4d0+55 ,441+15 1 P.
<br />30"H _ T.L,E. 85 >;•' E• 85' PT.'i�l
<br />T.E. ��E'_ - _-_ �__.L. 7`'
<br />d - 525" X38• ---- �-,.,__ -,�'- `o , _ _ f - '
<br />.2225.00 ,
<br />N
<br />- � 426+DD w«sa.oD"- •, 7 X39. 09' sl"E �` � i a`•:..1 ` _ _ �� END RELOCAT.i ON ORDER
<br />0'09 W 482._ _ _.\..�.:. V• T.LE.s4i lig v L+. ,'. ,1 A.P.l-p
<br />} ♦ ' -` E es T L;E. D 0 E♦r T,lr O' C - �.:..': 3 5�� . 0 STA. 444+00
<br />/ LL: w seB, s a •,' N o,: ,00' 12+oo.0D-WTa'3 6_ q a Y- 421 .589.18
<br />I --9•--0912+2x.16-Wfk. 426.39 " _ I`.' X=2,193,411.43
<br />= x v r X39 09 51 E,_.._ . - '. f-_� C'__ \":
<br />V1 LX39• 09' S1 -:E r. a''- 1e v
<br />T569'4d5�-T.i2:?Fe'•'.'•Z0.'. :-. ;-.. ..• ry
<br />0.
<br />Os
<br />LL
<br />Q L '3x2.01' PI STA. 416+03.07 PI STA. 622+75.12-D' PI STA. 921+81.03'11
<br />V • u 460.47 X39' ' 5k "F 9 91 =
<br />' ♦ :2 •�, e8 90 - 0� ,� ' - B. 09.111
<br />X39 09' 511E 6 =6No419,420.54 Y 419,996 69 Y 419,928.56
<br />I ..,....,.. N39 _--99' .5i,*E---- is:;p8 -
<br />.C. 5' 50' Y
<br />9a0. 50' o9"E R 205.00' X 2,191,644.98 X 2,192.001.42 X 2.191 .874 35
<br />L = 227.76 e = 2' 29' 23' A = 11 20' IS' e - 5D' 08' S8'
<br />I �•z L,G, - 205.06 D = 00' 20' 00" 0 = 7' 33' 32" D = 8' 48'. 53"
<br />T ��f o _ T.L.E. FOR o• L.C.B. Nos. 50' 09•'M T = 373.53' T = T5.25' T = 304.13'
<br />I OWN O F B U R KE PRIYATE DRIVE R ' w5 -DD ; L = 746.94' L = 150.00' L = 568.93' .
<br />i.15 AC. - W R = 17188.73' R = 758.00' R = 650.00'
<br />\ o PC STA. 412+29.54 PC STA. 621+99.87"1)" PC STA. 918+76.90"7
<br />v ♦
<br />i PT STA. 419+76.48 PT STA. 623+49.87"0" PT STA. 924+45.8317
<br />.. r ---------------------- ------- X39 0-----�-E .................
<br />1827.01'
<br />9' S
<br />WISCONSIN BELL,_INC• PI STA. 12+00.79"WR" PI STA. 18+15.11"WR"
<br />• EASEMENT DOC. Y 1 420.716.74 Y 421.197.21
<br />- X2069367
<br />VOL. 11158, PC, TO X 60, 0 , 00" X : ' 2. k900, 0 "
<br />o = 60' 00' 00" a = 90. 00. OO"
<br />♦ Sf� D = 114' 35' 30" D•= 32' 44' 26
<br />\� T = 28.87' T = 175.00'
<br />L = 52.36' L = 274.89'
<br />R = 50.00' R = IT5. 00 '
<br />J: _ 7 CONG. WN. WITH PC STA. 11+7I.92'WR" PC STA. 16+40.11"WR'
<br />BRASS CAP PT STA. 12+24.28"WR" PT STA. 19+15.00'WR'
<br />Y41 39
<br />r Ya 420,1
<br />X=2.193,355.33 COURSE TABLE
<br />- -BROWNING-FERRIS INDUSTRIES OF ,o COURSE BEARING DISTANCE
<br />J WISCONSIN, INC, £ ® X09. 09' 5r`E 40.00'
<br />580. 50' 09-1E' 60.{8'
<br />�' ♦♦` © 450• 50' 09 W 20.00'
<br />
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