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Home My WebLink AboutX 1996 .pdfR/W PROJECT NUMBER Y�C�T TOT TOTAL 111-ul S.,Et� FEDERAL PROJECT NUMBER IEEE�c CAUTION CONVENTIONAL SY�MBOLS AND ABBREVIATIONS PLAY OF RIGHT OF WAY RECUIRED FOR THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDS MUST BE CHECKED HOULTON - NEW RICHMND ROAD TO DETERMINE PROPERTY BOUNDARIES. 85TH STREET - CTH K S.T.H. 64 ST. CROIX COUNTY ACCESS PONT A.P COMBUSTIBLE FLUIDS I ACRES AC. !UNDER PRESSURE) ENDRELOCATION ORDER AHEAD AS. u AND OTHERS ET AL UNDERGRCUNO UTILITIES 0 BACK EK. GAS C STA 27+215 H, EARN B 0 BUILDINGS SLOGS. ELECTRIC METRIC: i CENTRAL ANGLE A N 14697Z,205 CHANNEL CHANGE CH. CH, TELEPHONE F 397125.999 COMPANY COM. CCRNER ccp• SERVICE PEDESTAL APPROX. 2.495 METERS WEST AND 3t2,126 METERS SCUTH CORPORATION CCRP. CF CP THE WEST GUARTER CCRNER c, SEGi%SCN 34, 0 COUNTY IRON PIN 0 COUNTY TRUNK HIGHWAY G.T.H. POWER ROLE I p 0 m CREEK OR. D TELEPHONE ROLE xf R 19 W R IS W R IS W R 17 W O�C�Er Cp CURYS, 0 C31RAGi: G GOVERNMENT COV'T. RAILROADS --- HOUSE H HOUSE TRAILER H.T. MARSH -N, INCORPORATEDINC. WOODED AREA �Fy_ z z IRON PIN LP. COUNTY LINE Johonnesbu HI- 00 LEFT L LENGTH OF CURVE LT CCRPORATE LIMITS zzzzzz� T, cc SrAN-VON LIMITED HIGHWAY EASEMENT LJLE, PROPERTY LINE MILE MI. NORTHEAST HE LOT LINE — — — — — — — z AR RAIRIE NORTHWEST NW PERMANENT PERM. LIMITED HIGHWAY EASEMENT 4 KK --- 6 POINT OF CURVATURE P.C. POINT OF INTERSECTION pj. EXISTING FIGHT OF WAY 0 NFw PCINT OF TANGENCY P.T. NEW RIGHT OF WAY GmW 35) K Afte PVNT OF COMPOUND CURVE P.C.C. z POINT CF REVERSE CURVE P.R.C. REFERENCE LINE K POINT CN CURVE P.O.C. PROLECT PROD. SLOPE INTERCEPT ------- PROPERTY LINE P.L. STATE: LONE 41_ Y_ CUIT CLAIM GEED RAOUS R TOWNSHIP AND RANGE LINES A U5 K R RAILROAD SECTION LINE ------- RR RAILWAY Y REO'D. V t, �w RECUIRED CUARTER LINE PRV! RICILMOND :r:cl RIGHT RT. RIGHT CF WAY R/w SIXTEENTH LINE x ROAD RD. S-, CTEN SEC. NEW CENTERLNE SHED s SOUTHEAST SE NO ACCESS IIIIIIIIIIIH 7. JOSEPH SOUTHWEST SW STATION STA. NO ACCESS BY PRIOR PROJECT ____035 --- ----- RW�� L STREET ST� C NO ACCESS BY STATUTE V X A TANGENT TAN. TAVERN TAM. TRANSMISSION TOWER E E! TEMPORARY TEMP. TEMPO AND LINE UNITED STATES COAST & GECOETIC SURVEY U.S.C. & C�S� HIGHWAY HIGHWAY SEPARATION RIOS Lft? '9 UNITED STATES GECLOMCAL --- I --- ----- WARM RIGHT OF WAY POINT — — � SURVEY LLS.G4. — — -- — — RIGHT CF WAY POINT R 20 W R is w R 19 IN R IS W R UNITED STATES HIGHWAY U.S.H. TO BE MCNUMENTED IS W R 17 W WELL W BEGIN RELOCATION ORDER STA 22+370 NOTES METRIC: N - 146655.270 E - 393213.231 COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE APPROX. 15.127 METERS NCRTH AND 8.632 METERS EAST WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT CIS- OF THE NORTH CUARTER (WA) CCRNER OFF SECTION 1. H j TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID T-30-14, R-19-W, U LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO- VICED ON THE DETAIL SHEETS. W LAYOUT 13 RIGHT OF WAY MONUMENTS ARE REBAR AND ARE PLACED PRIOR 0 2 Km 1: TO OR AT THE TIME OF LAND TITLE TRANSFER. SCALE L_J E., REVISION DATE STATE OF WISCONSIN a RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE C PERIMETER OF HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC TOTAL NET LENGTH IF CENTERLNE 4.845 Rm DEPARTMENT OF TRANSPORTATION LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD. APPROVED FOR DISRFNpf7CPrf6E: TOWN \ J ��. v ti ^' � TAX 54I8 � STAR Rl V ci I v__ P L. i r v Ara{ 5'4 Sw SW -SW � �•, TAX =542� SEC 32P.L. SjC 32 _-- I f p T 1 •-( T `31 N R 18 ( BEG[N RELOCATION ORDER r- ( ,` ° �?f � ___.__-- - _ � ( ( _ _ ----- sU `STA. 22+370 R —_ —_ TAK F541C ` p zr� t2 ':r k �.�1 \i ~ ' TAX n MTAX ` s �C =542D 1 PC 10+07T,z57• —1 TAX #541A I E a 885C0 SLOPE INTERCEPT a, S_M. VOU 5 P 1469 T Q� n P u C,, r f 0 a 9 Ni45643 3 ^.- , ` a m�.-'i`"1 ,r?� TAX -541P\I A7(, a n31 32 ( -�� ;v. Taa19 ( 393096.302 LOT �� N n _ 17. AC: \ u l µ (L -a le ^n. l e JZ$ ' 00 STH 64 _ SEr 2zrzDD _. — / — — IR 00 > is PT 9+4 OMS -fit - w — Qp p + n - Y Q J ,.a �r.� �. FR'AC'F;I®NAL: i 38e6 N : x A L � �1 FR "Tf`®N` Ij- .. ry _ N NE- _ L .-- s � f SEC � _ � � .._ ..__. _. !� S E CN 1 ,1 t 5 y ¢ s N ✓ E z o 4. s a T 30 N Et 19 W -? _ T.....3 ti N R 19 W N w I oD , y % y LD N TOWN �� OF i { SCMERSET u `aA• CAUTION 16, $CHEDJLE QF ,LANDS & ,.INTERESTS REQUIRED` THIS PLAT"'TS FOR; ILLUSTRATIVE PURPOSES P x� i e l PARCEL SHEET .. .. NUMBER NUMBER OWNER SNTcTERICS .RES7 +.."" RE RiW REQUIRED ACRES HECTARES 1 4.1 ROEERT E. & MARCELL K. SLAHOSKS FEE 1,520 0.615 2 4.1. HENRY 0" & MILDRED W" CHRISTOPHERSON FEE 6.566 0"243 tr L CHECKED TODETERMINE PROPERTY BOUNDARIES, I /� NOTE NOTE: "BEARING CONVERSION AND GRID CONVERSION" PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN `r PARCEL. 1 & 2 ACREAGES COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES 0 " 4 MINUTES O SECONDS BEING GRID NORTH. PLAT a TAKEN FROM TAX ROLLS OR G.S.M•"S. DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED TO GRID LENGTHS BY MULTIPLYING '=aso2z +s as DISTANCES BY z i +FG o $ REVISION PATE II-ZC-9T TS �_� `36 SCALE. METERS 6 Id 0 50 I0 HWY: STH 64 FEDERAL PROJECT NO: 0 ipFACTOiB .999905 COUNTY: ST. CROIX STATE R/W PROJECT NO: 1559-08-23 SHEET N0: 4.1 M FI!„E NAMf:: OE+ :5S lOCi2:::Si°i rnap3 TOWN S E W TAX #542A TAX u` -542F - I "SEC 3-2---, CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY, DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES. NOTE= "BEARING CONVERSION AND GRID CONVERSION" CL- PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES 0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT CI DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED < TO GRID LENGTHS BY MULTIPLYING DISTANCES BY OF f STAR PRAIRIE SW —SE 8851 SEC 32 - - - - - - - - P°L. A Z\ - - - - - - - - - - - --- z '\ I �l TAX #542E �q \�A 42-C,� WARRANTY DEED °P TAX,542D BOOK 825 PAGE 90&91 , � REMAININ4 \\X, "TA' X 4542f3� 0- CL 73 15-& UJ 2401ti V S, 22+ Oo L. J— ...... . '-"FRACTIONAL NE —NE SEC T 30 N R 19 W TOWN OF SOMERSET SCHEDULE OF LANDS & INTERESTS RFOHIRFD T: 31 N R 18 W 32 N = 146619.869 E = 393894.606 BUILDING TAX =545 WARRANTY DEED BOOK 450 PAGE 330 REMAINING 1-6 -- — -- — -- — -- I 882 1 JO N 13 zk= N = 146614.553 394007.614 % TOWN OF RIC14MOND ul Lai PARCEL. SHEET �UMBER NUMBER OWNER INTEREST TOTAL INTEREST ST T07 ES REQUIRED 4C� R/W REQUIRED— TOTAL TOTAL HA'S REM. T.LLZ ACRES T.L.E. H, A's TOTAL HA'S N EW TOTAL ACRES ACRES H S A'S ACRES HA"s REM. 3 4.2 JOEL A. & SHARON K, PRIEBE FEE =4�29S 2.739 2.0 0,844 2,08G 844 2.212 0.895 4 4.2.4.3 ROBERT & CAROL DUS P FEE & T L ---:!E�E I=Oxoo 24,282 1-35BJ2.978 _ 1.35812.978 52.642 _ -- 21,304 — 0.895 — 0.362 c. o F—f;fA--C—Tj70 XAT NW —NW SEC, - 6 T 30 N JR:f 18 W SHEET NO: 4.2 zr 1 CAUTION 8 RLLN5jRKTIVE PURPOSES THIS PLAT ONLY� DEEDS�MUST�tE CJ,�CKEIO TO DETERMINE PR16PER Y"BOUNDARIES. SE - SE NOTE BEARING CONVERSION A D'GRID CONVERSION - PLAT BEARINGS ARE 9,RIENTATED TO- THE-WISCON-SIN -(CENTRAk, ZONE) WITH 0 DEGREES COORDINATE SYSTEM ES SEC 3 3", 0 MINUTES 0 SECONDS--,',VEING GRID NORTH PLAT Ca DISTANCES ARE GROUND LENGTHS CAN BE`,'COH�ER AND TED TO GRID LENGTHS BY MULTIPLYING -DISTANCE S/B Y T 31 N R 18 W N 146529.546 O999905 E = 396312.955 8829 - — - — - — - — - -- IN = 1465 7.641 S w w 16�667 _S, E C 34� 8830 A, 5 T,�31 N "'R '18 W 0 --- '4 Tk)( 459E X X SLOPE INTERCEPT L H_ LOT 2 '6OOKMO2 FrA-GE; 37 K _71 SLP�E,,�NTi�FC'E[P '-V T9 5 P W #59 1 0 575 5 TAB —#c 5) 9_A - Q _e' Lj C �8•M'VOL 7 PIS 1898 - - - LL -TAX #5 — — — — — — -- TA 5.17 7? L 7 05 AC 6E\ C� w lz C.S.M. vo 0' P�G_ B38 SEE\ 1 "2 TAX #56B 4.50 AC.===-\ CHEET, /y lx,l I it TAX #56A 6 Z5 110 0 JP 4 4 �3 5 �\4.19 AC. TAX #606 TAX FRACTIONAL�L__ "N-W', P F R A-G-TION A L #59D NE'- TAX #59C Ip NW -NE % SEC SEC 5 f _vv 30 N R 18 SCHEDULE OF LANDS & INTERESTS REQUIRED u D o AA TAX #56C IV REVISION DATE DATE �SCALE.M-TERS HWY: STH 64 FEDERAL. PROJECT NO:11-24-97�O so too GRID FACTOR �COUNTY: ST. CROIX STATE R/W PROJECT NO: 1559-0-8-23—4SHEET NO, 4.4 M FILE7,7777 PARC:EIL_SHEET _R NJ NUIM FIR NUMBER r INTEREST TOTAL OINNER L ACRES REQUIRED TOTAL IS 's HA S R/W REQUIRED NEW TOTAL ACRES =HX s ACRES C Est 5 4.4.4.5 HERBERT J. & LAURA J. RESAN FEE 14.69 5.945 14.69 5.945 I'm 5.945 6 4.41 RAYMOND 4& JOAN M.GARSKE FEE 7X5 2.853 _O 5 2-853 7 PAUL A.& WENDY K. h- ENDRICKS FEE 4�50 L821 4 L 821 E7O452,88,253 4�50 450 A 1 L821 F---- 7- \TAX i5+800 �56D L \5 97A # TA C.S.M. YOE 10-IGG 2838 TAX 56B - - - - - - --- - - AC #56E, 56A r 4.19 AC y 1100 P '14 TAX � \SEE SHEET F R A C T 0 N 4 L NW -NE SEC 5 -w� 30� N R 18 w,� F DATE 11-24-97 o GRID FACTOR .099905 Ll z 91mcm, kimmulmu-S-1 SLOPE INTERCEPT TAX #55B\ 4.53 AC CAUTION THIS PLAT IS FOR. ILLUSTRATIVE PURPOSES ONLY.DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES, NOTE: "SEARING CONVERSION AND GRID CONVERSION" PLAT BEARINGS ARE ORIENTATED TO THE WISCUDNISIN COORDINATE SYSTEM (CENTRAL ZONE) WITH 0` DEGREES LJ[ 0 MINUTES 0 SECONDS BEING GRID NORTH-. 'PLAT z DISTANCES ARE GROUND LENGTHS AND,C`AN BE CONVERTED —I' TO GRID LENGTHS BY MULTIPLYING -DISTANCES BY W 0.999905 8 END RELOCATION STA. 26+200 8833 N =�1465 .6551 -E = 397118.909, 34 SLOPE BNTERCEPT N = 146504.042 x E-'a97173.986 zLJ Ld rn PARCELSHEET U�IB kN �ER NUMBER _ -- INTEREST OWNER ---- REQUIRED TOTAL ACRES HA's' RAW REQUIRED NEW TOTAL ACRE -StS� , HA'S ACRES S A HA'S 5 4.4,4,5 -- HERBERT J. & LAURA J. RESAN FEE — 14.69 5.945 14.69 Q 345 14X9 51945 7 4.4 PAUL A. & 10PNOY K. HENDRICKS FEE %50 L821 4.50 : L 50 821 E4�50 L822 SCALE.METERS 0 50 [Go HWY: STH 64 FEDERAL PROJECT NO: COUNTY: ST. CROIX STATE R/W PROJECT NO: 1559-0:8-:2::3 SMEE�TNO- 4�.SM�