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CTHD-FISH-HATCHERYRD_M4701(2)
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CTHD-FISH-HATCHERYRD_M4701(2)
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Last modified
3/7/2025 12:08:45 PM
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I <br />1 UPM, 1 <br />N 370, <br />E 2,161 <br />Recon <br />N 570,1 <br />f P, rad <br />10 <br />� IlLaALN111 <br />r4 . �\ <br />.-., a Jy <br />,.- <br />!• '14.tr �,�:;.: x;:.3.1.`''``.,., -______ <br />PART OF <br />CERT /F/ED SURVEY <br />Z NO. 181 <br />Z <br />TRAVERSE NOTE <br />Initial control survey Was established In May of 1979 runnlnay <br />from the SE Corner of Sae. 9, T 6 N , R 9 E to the S 1/+ C <br />Corner of See. 34 , T 7 N , R 9 E. The City of Modleon Z <br />grid coordinates Were hold for those two Monuments. <br />Coordinates of other monuments were adjusted to fit <br />the control survey. <br />F/SHHATCHERY ROAD 0 — <br />f�S <br />a' <br />J1N Dm' <br />Oo• <br />BEARING ORIENTATION AND GRID CONVERSION <br />COORDINATES Aso R16Nr Of MAI PLAT BEARINGS All ORIENTED TO THE WISCONSIN <br />COORDINATE SYSTEM WITH 0 DEGREES, O MINUTES. 0 SECONDS BEING GRID NORTH. <br />THE DIFFERENCE BETWEEN PROJECT PLAT BEARINGS REPRESENT PLANE ANGLES IN <br />DEGREES, MINUTES AND SECONDS TO THE NEAREST SECOND. RIM PLAT DISTANCES <br />ARE GROSSO LEN4TN3 UNLESS OTHERWISE POTE9 AND MAY BE CONVERTED TO 6410 <br />LENGTHS BY MULTIPLYING PLAT DISTANCES BY 0.9999110, <br />RIGHT-Of-WAI BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE <br />HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY 01 OTHER SURv Era <br />Of PUBLIC RECORD. OTHER INFORMATION IS PROVIDED TO SUPPLEMENT THE BASIC <br />PERIMETER DESCRIPTION AND SMALL Nor BE CON3IRULU To PREVAIL OVER THE <br />PERIMETER DESCRIPTION. <br />17 <br />RACINE INVESTOR SERVICES , INC. <br />44.70 AC. REMAINING <br />-- -Ai! \ \ \ RFRIW RFI ne ATInN nRnFR 0Rn.1FPT •LOOS _A7_'91 <br />REVISION R/W PIOACT NUNeie - fMllt <br />DATE5992-02-71 NVMRII <br />FINIAL PIOF[CT NVMEIN 4.2 <br />M 4701 (2) <br />KAT 01 RIGHT Of WAY NIDUIRID FOR <br />5992-02-70 <br />FISH HATCHERY ROAD <br />(C.T.H. PD - GREENWAY CROSS) <br />C.T.H. D DANE COUNTY <br />SCALE DATE <br />Sr:NFnin F CIF I Ahinq ANA tNTFRFCT RFOIIIRFn <br />STA. 530+11.44 AT END PROJECT .5948-01-22 <br />N 37154,11 .5 OF S NORTH B 565.18' EAST OF THE NW COR. <br />E 2,154,117.54 OF SECTION 10 T6N, ROE. <br />PARCEL <br />SHEET OWNER <br />INTEREST <br />REQUIRED <br />LNE <br />ACRES <br />ACRES <br />NEW R/W <br />MEOUIRED <br />REWIRED <br />EXISTING TOTAL RAN <br />MMI REQUIRED <br />TOTAL <br />REMAINING <br />ACRES <br />OPERATIONS <br />PROJECT ID. <br />17 <br />_ <br />4.2043 RACINE INVESTOR SERVICES , <br />INC. <br />Fee <br />— <br />5.364 <br />1.608 <br />6.972 <br />64.70 <br />5992-02-71 <br />h J9 • <br />Qa <br />3 3' <br />s s9'/s'ds "E <br />PI • 2 L + 28.93 xoUA[ <br />N 370,764.57 <br />E 2,154,525.14 <br />I 248'2550 <br />A •68'25'50" <br />Ewl <br />0 38" <br />T • 102.53' <br />L 180.08' <br />E • 31.56' <br />R 150.78' <br />Note C.T.N.'D' Is a Controlled access big" pWMlult to <br />Qn G Chapter 79 of the DOM County Ordkmv"$. <br />18)• O L <br />9g' `V PI • 538+54.07 <br />N 371,241.68 <br />Ie ' •� b E 2,154, 80 8.09 <br />h <br />I • 158' 25' 07" <br />E a A 21' 34' 53" <br />T 312.00' <br />"?--_L . 616.61' <br />7 E • 29.47' m <br />R 1637.02 <br />n/ S L • S90.24' n <br />LC • 586.76' <br />LC 8 - N 44' 15' 10' E r <br />R • 1567.02'PC <br />u <br />•/ <br />sJ * Z6 33' <br />�J\ 40 <br />\ /�1 <br />/ <br />__PL '_-- EXISTING; <br />E <br />---------- _ <br />o N 33" 27' 4" E.\ c- _ N 3327'44"r—o :_ <br />`ii _ <br />68.53' <br />33' vo � <br />� ,,JC'E � m <br />+ e <br />o•[w ous[ IN O <br />M <br />I • pA m <br />N <br />xre fAS.... <br />n <br />CONC. BRASS CAP LINE <br />T N 370,895.34 116 <br />0 E 2 .156. 272. 49 1 <br />J1 N 170,191. /4 / V" <br />!. E1, V5a, 175.1P <br />Cato4 No. 2130-D17S <br />
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