|
I1d, P I STA, 600+03.24'0' P I STA. 620+41.72'0' flCY1510N DATE RAr PROJECT MJIIBLR'
<br />PI STA. 109+54.39'A" PI STA. 297+60.26'E' PI STA. fi17+96.58"0" ROUTE COUNTY DATE
<br />Y a 418,710.94 Y : ' 418.158.35Y : 418.380.72 Y : 419.894.40 Y 419.844.19 USH 151 DAPS T-23-90 I j 12=07-2 I "°H
<br />' • X : 2,189,655.24 X 2,190.275.45 X ; 2,190,654.60 X : 2,190,991.43 X 2.t9L•808.68
<br />d 49' 1 1 ' 34' A = T4' 56' O6" FEOERLL PROJECT IIYNB[R
<br />A = 97'.01' .29" 6 = T6' !6' 03" C = 37• 39' S5' - - SCALE, i� 200 GRID FACTOR 4'•
<br />D - fi' 06' 32" D = 12' 11' 26' 0 = la" 22' 13" 0 li I6' 58. 20' D = II' 27' 33' •999990
<br />T = 429.34' T 360.22' S = 395.77• S 237.09' T = 170.53'
<br />•' - TE: ACCESS ALONG USH 151 CONTROLLED UNDER
<br />1 L = 805.28' L = 514.70' L = 592.59' L = 402':00' - - ,
<br />R = 937.93< R = 470.00' L 328.69' /" CONTROLLED ACCESS PROJECT CA 017 -?t31
<br />R = 350.00' R = 302.00' R = 500.00
<br />PC STA. 105+25.05"A' PC STA. 294+00.04'E' PC STA, 596+D7.47"D' PC STA. 610+59.49"D" PC`STA. 618+71.19"D' j 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` r P.T STA. 621+99.68'0' f 7017-2(43] REFERENCE LINE
<br />NOTE: CURVE NOTE APPLY TO SHEET 4.3
<br />CONC. ►ION. WITH
<br />U o
<br />Yn 426.083.12'
<br />X=2.190.87#. 4b - f
<br />LC • 529.75' /
<br />•Gy c t.i LBC N64' Id' 20'E WISCONSIN POWERt 4G - 1750N SWIFT
<br />FT.
<br />p
<br />825.00' LIGHT CO. IPOLE
<br />WH
<br />I � f ,
<br />m t: EASEMENT DOC.. pr
<br />1585314 MARIE C. PORTER ti�� u \ INC.
<br />- . - NOT RECOVERED
<br />T r + a VOL. 120 PG. dl2 -
<br />T.L.E. FOR 1630.00' - .
<br />�z RIVATE ORI4...,,,__._____................�___...__, •___..-_1-_-_._...,_,__•,. .
<br />II C
<br />1.57 AG ---•- L •'�.
<br />r� a`�' �SF`C 'Pp.v - 13500' \ ti d�� i �_.,•� a i E =i_ _
<br />H39'C9'S1'E �G e
<br />` - ♦ yS:�E'�+ SSG- 5 x i �;:' .. 5LOPf, i _ ALO a�c� _ 4 A StiCG Q .
<br />INTERCEPTS ro '' _ • - LJ
<br />4?p} �-i-'• r q•' 50• SO 09 E. 2006.00' 51 s.; m ! VENTP.l.. -'� j' -- t' `V
<br />U[] - ! 0 7 }f. a N39' 09' SI'E _ _. a -$p• 50' 09"M --'- 70 SUN PRAIRIE
<br />I\h 30•� I`Te9'J `L;.. T1,Z _ iii- P.L. -- - -_-_
<br />- b.;..s:, U.._-'�.� !T. --'-r- -----�' 4�•4#O+B5.00 = - -I- 1.7 MI.
<br />--••yy 600.00' �N40• EB'f36'E T.L.ErV ��
<br />46
<br />0. _ 215_06 09
<br />i SI�•�6 "D" .� - - �-- - N39- 09' St'E; SSD' S0' 09'E
<br />_ •t �/ 435 440
<br />.3430 4
<br />- d25 09'�SLE -'ISH IS -f. t7N0 440655 _441+IS
<br />P.
<br />iTRt 0 -'TLE w .Z _P L
<br />- 525' N3B• OE' O6'E - -• -
<br />F _ r '� END RELOCATION ORDER
<br />:max -
<br />_T__. -.--_.-- - rf-S� " - .C. IItTl.92'WR,:•�• .2225.00' r/ 6Y•: Rn
<br />- r �, 426+0 426+ 0 9 09 51 --- - -
<br />P
<br />_ qq
<br />_
<br />{ eW.: B'•ri NSO'5404•:'Id82.M ,_ '__ .L?Ot500'MR�"-._ I A.P .
<br />` --• -- -• a A. , 444+00
<br />_ r /\
<br />N3 ' \/ . J
<br />9.709' S'4.,"E ?0:621 P.T. 12+za.Ra•Ws• n -: ,�„ %=2.193.469.43
<br />51 Ems,•__. ._-. � • \-:'•; �
<br />S�
<br />• � .N39• D9'.. 5.17€; r. r.--'.`-' a - S -
<br />Li
<br />a � }• '`,t•, 009
<br />3 .�_ L = 322.01' PI STA. 416+03.07 Pt STA. 622+75.12'0' Pt STA. 921+81.037lQ(•
<br />I E
<br />.. 397.99 ' -- - ♦ ••--_,- la e3�� ..
<br />_ 45017 N:59• R '
<br />N39' 04' SI •E
<br />- -,_------- �•.; a ••� .
<br />L.G. • 219.91' �• Y 419,420.54 Y 419.996 69 Y 419,928.56
<br />L.c.B. =Nos• sO' .W
<br />N39• Os' Sf •E se �o' av'E , R = 2os as X 2,191.644.98 X 2.192 001 42 X 2.191 874 35
<br />4% r °��,' L 2' 29' 23' e = d l 20' 18' b = 50' 08. 5B'
<br />'•y ` - L.c. = 203.01 ; I 0 = 00• 20' 00' 0 = 7' 33' 32" D.= 8' 48' 53'
<br />T.L.E. FOR L.C.B. N05. 50' 09'W T = 373.53 " T = 75.25' T = 304.1.
<br />TOWN . OF BURKE �• a o R N5.06'
<br />PRIVATE DRIVE L = 746.94' L = 150.00' L = 565.93'
<br />'4 1.15 AC. W R = 17188.T3' R - 758.00' R = 650.00'
<br />♦ u PC STA. 412+29.54 PC STA. 621+99.87-D' PC STA. 918+76.90"7`-'
<br />♦ a PT STA. 419+78.48 PT STA. 623+49.87-D' PT STA. 924+45.83 '
<br />--- ---- ...._....__. 1827 :01-'• .. . .............-___,_--_-�,.- -
<br />N39' 09' St'E -
<br />w16CaN5IN BELL. INC. PI STA. 12+00.79 -WR' P! STA. 18+15.11°WR'
<br />EAsEW-14T DOC. - Y 420,716.74 Y 421;197.21 -
<br />N - /2069387 -
<br />VOL.11151, PG. 76 X 2,193.003.88 X 2.193,395.24
<br />S G = 60' 00' 00"' o = 90. 00' 00"
<br />♦ D = 114. 35' 30" D- 32' 44' 26'
<br />m ♦2 ;R ♦�� T = 28.87 T - 175.00'
<br />L = 52.36' L = 274.89'
<br />%i R = 50.00' R = 175,00'
<br />r CONC. NON. WITH PC STA. II+TI.92'WR' PC STA. 16+40.11'WR'
<br />i - OBRASS CAP PT STA. 12+24.28"WR" PT STA. 19+I5.00'WR"
<br />- B y z Y= 420,141.]9
<br />1'. n y `d %=2.193.335.33
<br />- _ BROWNING -FERRIS INDUSTRIES OF ra .
<br />WISCONSIN, INC. f
<br />C i ♦♦
<br />COURSE TABLE
<br />COURSE
<br />8EARING
<br />ISTANCE
<br />Q
<br />N09. 09' 51-E
<br />40.00'
<br />8
<br />SBO' S0' 09'E'
<br />80 -IB '
<br />©
<br />MSO. 50 09'W
<br />20.00'
<br />
|