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HomeMy WebLinkAboutQ 1996 1559-08-23.pdfACCESS PCN- A.P. CCVSUSTELE F& UTS ACRES zC, APEAD .11 P. LINO Drops AT AL 0 u%rEPGPCL%D UTTINES BACK AK. SAPN B GAS ,111-UNTS BLOG& ELECTTC CENTRAL ANGLE. A CPAINNEL C I I A N'3 E CH. SH. TEL EPPCIN- CCVDANY com. CANER CUP. SERVICE PI --DES %L CORPORA TT!4 CAP. IRON RN CCUNTY co. COUNTY TR'-;',K P,GHNAY UT.0 PONER FELL CREEK ck DEGREE OF CURVE 0 TLEPHCA POLE GARAGE C RAILROADS GCRIERNVEITT GOV, T, POUSF H MARSH PCU5E TRATER H.T. APPLIED AREA INCCRPCRATED INC. RC IN LP. COUNTY LINE LEFT LT. LENGTH OF CURVE L. CCFATE UVITC {,j'HOAY EASkINT un-C L,H.E. Ml. PRCPERTY LINE PATH' AS T US LOT LINE, NCRTHWEST RAI PEPMANENr PER'S. -011Irllll') IINHN,� ,Y EASEK�-N, P I,' N T, OF CURVATURE P.C. EXISTING RIGHT OF WAY PCNT CA NATERSECTEN P& PONT (IF TANUENCY P.T. NEW RZHI UP WAY PUNT CF CCIAPIT-110 CUME P.C.C. PUNT CF PEARCE CUnB Pxc� PEPEREPTE LP E PMNT CIA CURVE P.O.C. SLOPE INTERCEPT PROJECT PRO,C PROPERUL LINE Pl. STATE UNA. CUT aATV DEED O'CA TAGUS R TOWNSHP AND RANGE LINES PA PEAL HE SECTUN LITE RAtwAy BY RECU90 TEST, CONRAD LINE PAT RT. MRIT OF WAY R/W SIXTEENTH LN- ROAD RD. NEW CENTERLN, SECTION SEC. SPED S NO ACCESS SMTRAT SF S'CUTLITKES7 sw NO ACCESS BY PRICR 57ATMN SEA. PRONG T STREET ST. NO ACCESS BY STATUTE TANGENT TAU TAVERN T= IRANSJ,ljSOCN TO.YIR TEMICRARY TEMU AND LNE UNITED STAnS COAST GECOET�C SURVEY L15x, G.S. fGHWAY WCH= SEPARATMR tjNjrED STYLES OpCOLCI RIGHT ST WAY PUNT SURVEY LI RrHT OF WAY PCENT UNITED STATES hOHNAY U.UPY TO BE MONUANTED WELL W NOTES COORMNATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS- TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO- VIDED ON THE DETAIL SHEET0, RIGHT OR WAY MONUMENTS ARE REBAR AND ARE PLACED PRICE TO OR AT THE 'TWE Or LAND TITLE TRANSFER. EIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES IT THE PERIMETER OF HE RTHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY OR OTHER SURVEYS BE PUBLIC RECORD. C A U Tl 0 N THIS PLAT 15 FOR FLLUSTRA7 VVE PURPOSES ONLY, REECE MUST BE CHECKED TO DETERMAE PROPERTY BOUNDARIES, R/',f PROjEC7 NUPB ED IS TOTA) 25,00213 llIl.��R SHEET. 17 FECERAL PROJECT N 7 r PLAT OF RIGHT OF HAY RECUTRED FOR HOULTON - NEW RICHMOND ROAD 85Pi STREET - CTH K S.T.H. 64 ST, CROIX COUNTY END REL.0010-10N ORDER STA 861+00 �P-11Q".. la. La I17ST Y:��i ANY IQC6,6� �E-T SCUTI, u Do mul CUMIER MA, cc-zq cr umn 34, TaPN, R 19-0 P 19 w IT 13 11 R 18 R 17 A NIYJ STAVrON 1 -'RI-,klT PAIRIE N, I S Rlenmu 4, 1-f it" 7 -"iC (_�d hmand z P ,6, Y Ay 77 US, 4, nRICHMOND I �Y --J X, H') -P, z E jjI.Al A -A - �L R 20 6 Af --71 R 19 R 19 --- R 1,9 R R 18 W R IT N BEGIN RELOCATION ORDER STA 698+00 N ; KNOT IF 12 SKS ASS 'H'QM. SUET FE'T I-RTH -'I,0 �B_S FEET IEST CF TTz SCUTF.-ST CIO-R753 f--,R AP STCTJCp 3Z. Roff� . CAME scdrfv TOAL HT LENG7. 0 C3114 Q _ 319 VIES STATE OF MSCONSIN DEPARTMENT OF TRANSPORTATION us -H 5 APPROVED I -Op D"mc-, CTPICF"� ll!c5 AHURA /C-OOS SHEET DO C'OLUkttt API' 6i'. it_J RTJ r,X RUL.L, UC OTHER AVAIL 5. uOUR _& AND Y',' NO! MCLUr_ LANDS Cr TFt L .H AR, Sr CC:J-;, „r, "U TF A:'._: Ti) .G "D. SCHEDULE OF LANDS E TiNTERESTS RE70UTREO PAR' ea, _. 1 . .�....._.-.�_ r . ',.-.REST R, 4 C 2E° RFGUIRED t I Mullluflpl "r-EC�I�r,ED p h...'Y EX St,� TOTAL 1 yry 4 2 .S ROBEfti E. & MARCELL L K t"L r J'KI �FEE { t .,1? 4.2 r 4 5 H7N,'TY 0 & N%LOBED N. C.6 tTSrC r._RSON FEE x ACC: Sa___ � D.:rU � .. (1.60 .5 JCF.L. A. & SHARC, P IE,,'. PE._ SCt.'SS 2. 09 ..� 2.Q. 44.2 - F.4.7 F0ni E. CAROL (..U15 _ �r F.4,. AC Cr.;iS.'i_. Y_. 7.3_6 _ _- 7.3 y 0.40i > A 3.4.4 7 10,4.1. F._r2EERT' J, & LAURA J, R.BA`d FEE 13.13 "". 13 13 _._.._._-__ ___._......._.._._,.__.___ .__._ __..__. _ _,._..._._____......._.._..____.. _ _..� .._._._.....____... _ J & JO f rl CARE r'_E o 41-.Y. 6.41 b � A 3 4 1(J a Yl;Oh t) . 7 4 10 11 P AUL A Z ENDY K. HENDRIC.KS FEE4,50 4,50 1 r :v A xC ALAND SOCIETY FFF i .33 F 3. .. _.____ _ --- + r 9 i 6 F t P ( N 'n" V i 1 G.D J) USF U 1E 6C1 2.00 1Li 4➢ 4 n Fp 4„11 1r C& r VE A V Y PS FEE ri 04 _ 6 Qa 4.3,410 .... �....� BE A , RORT1'GF R _ 'r.E C) 62 _ 0.62 4,2 4.7 S RMAN P & JEAN ! 9A BOUC R FEE a CC OS � 7 3f � 4. 4 hC`3.tN. ? .l1RC .T EF UVA?S Fr & A+C'a5 i C3 I.89 -4.2 4 7 JOSEPH B & YUZ N CRAdSiON 'E0 33 [1.37 0.35 _ ._... IS 4,2,C.7 MIC'HAEL, A. & FELL! 1 UA C _JA FE 0.39 � _ 0 39 ._..._ 16 4„5,4.9 R L DAVIT & iERRI L JCH9NNCON r i- v 53 - S3 It 4.3,4.9 BR DLEY N. PETEREDS FE Q.77 (7,77 _. �.._,._....._._.._._...____.. _ _ 18 _._ 4 __..S.4.A JOHN J. 4?LSON k R091N C. 7AiCKGSK l F_E. & T.I. �7. 33 { .. S..a'3_ Q.1(1_ u 5. a.a..F _._ SCV R.. r TELEPHONE .COMPANYa I 2C ..__...... FEE A i I � G 82� '��C 82 '> 27 H 4.I a F TAN C& LC'RRI A BO KOSK v L 2 4.5 CHRISTIA d [i SP. SON FEE & i I. 0 2h 0 26 P 4.i of n 2 4 5 r 6 +t SiRK K & MARY J. HONE E.RN1 RT FEE & T r Z 9S 1 98 4,93 MT I+ r.L " 6 Ri 4.A LAMIR N FFE & r 1 �013 1 >a V GH U 17 ? 1 1 a 6 tV rtTr a ADELINE CLOir..'Eit FEEu u> it 05 7 4 x A F ,.7 C'L77rT.SS 1 & Ett V AFIr 'R >CN rc: 3 [# 3 5H 26 A r i C" UGLAS C ! OYNA(H FEE 0,55 -_ CI 95 04 .� 4 i .4 SO 4.11 DAVID_0 & r NDY J. CC(EAR FEE ��.. 1.69 1.69 30 �__ 4_3 4 7 _ XCEL % RGT DISTRiBL9TION fa 3.t _. RELEASE GF RIGHTS _ .� _. r 5 3 _ .^ & ri1R7 C LONG _ FF 0 s2 0 `52 3' ' a 3 7 ____ r IS.G'.L R rr F'UiFt LF LEr' Fr: 0.96 5i c 3 4 7 C RY A & SH ANON 4 OL.S6U F 3'' ._ 2 4 S f 0 AN & vIC OLF L. YOUNG V - r FF U 1 a ..1 -' n 'iJ 35 TA a s MARK T & KATHI t C LLOTTI FEE & i £ _ 33 2.r9 6,52 0.90 6 4.3,4 74.3 JAMIS A R CATHESSIDNE JARCHMIL FEE & 0 B 0 92 3 f ..._-� 4.3 9 CONGREGATION-�- D. --=1 FEE _ _ 0,02 0..0'`.. _._._. _. .�. G' J HOV WS ES NC FEE 0.51 0 313 =.._� S ,_..._.._.... M+.,L L-'NUt LGrriS i"Crrr.._.,_._... (1 7v�0.7F 0 _..._._ 7_.._..._... _. SCHEDULE OF LANDS & INTERESTS REQUIRED 4 P L r'r<v li T._R C L!_C.SifG. In: y tr IDS , 1 c� i. ,...c r " rEOU .. D ( h ,7 1`YT � .> ss A, FPCl HF. N` A G 41-� t ; t R iL0'a,+S (.. + EL LCa'tH++ L. rlI R pr.. .._ 2 OS '.G> .._- ,_...._._...._42 a K A i 6 h F 'r r 8.41 B. 1 1 --- 93 7 > A 9 r'HILL r' 4. & P iRICr LAVENTURF t i. 1 25 1.25 0 43 "4T " P 4_10 'liL_LC( RtV .R r2C'v Y t'L.^t !NCris',..aAr ,, _s s t- 2 ¢' J "'.7 `'_ 4 3,444104 11 F ..) 4 & S A_ ' t 1 .f. ' 2 ..__._._... _ F F ;=_ .,..1 gg_ 7 4c 4.0,4.3,4.7 TERRI L ROTt HL� _ FEE C 30 4 Cl.'b -_ 47 4.3.4.4,4.:.0 RONAL D A. C?1OPLER EE& ACCESS _._. 4 ___ 68 4.3 ;10 ii!OHY i tiC_U "& ACCESS .?0.?4 _ __._... 4.3.4.4,4.10 TFiE KUYSf TRUST A, S EV N K. KUMM, TRUSZz_ ; FEE d SC:CES,, 0.21 '„7SCONSIN CEiNTR t LTD, l 5k ACR' V NT _ - 0 n,, _._... .r1 10 TI'.,_ KL"Y MUST A ST 1EN K. KUV.rd, TRUS,,­E FEE ME 0.4G S2 4.4 11 .4.12 CHAGUITA PROCESSED FC[;DS `r "r...v._.._.. FEE TI. 4 - 53 rr Kl;. rot RUST A Si ✓--N K. NU -.A TRUST FE=. 0.01. 2___.� I4- 55 _ 4.2.,l DAr}Nt P. ' LEIGI1 r.'i'.L. 3 .3 •.2t3 0 F2 XPRi l i &J +i. pr, � � _ Q '78 6 7e1 a _._.._ .. E FEE 57 SO 4,2,4,5,4.E TUXARLES & CAROL VO'rREA : i `. -' fl 07 59 __ «_.° 3 v.7`ES & 9 „PEA n_. -- --- _. _, _ _, -. _ I04 4.2 .4.6 ROGER a , uiDL. C IS FEE 128 4 4 L JCLAS C. MOYNSOGH FEE & 1 Z 1 Oq 7..04 0 O;i RE'RiON Darr DATE 11-3.9-39 HIND: S.T.H. 64 CONSTRUCTION PROJECT NUMBER IPLAT SHEET NO: 4.1 Ls _. COUNdY: `.>T. CHC)(X STATE Rf';J ('h OJEC.T NUMBER 1559-O8-23 �, PS&E SHEET NE;: E T', .., enr c ao -r 60 NW 1/4 - SW 1/4 NE 1/4 - SW 1/4 SEC 32 SEC 32 T 31 N R 18 W T 31 N R 18 W TOWN OF 1 -717- SE 1/4 - SW 1/4 SW 1/4 SW 1/4 SEC 32 SEC 32 T 31 N R 18 W T 31 N R 13 W @ DRWB850 N - 481112.427 E - 1239683.451 A., )?,& - (5 508 (�0)4 31 32 187 7� ST 64 \NE�/4 - NW 1/4 SEC I 30 N R 304 1, w BEGIN RELOCATION - OR D R STA 698+00 45V2.W 12 X. IM19 Fl-CT 1XITH AQ 4>.70 6 0 4° ORW8806 481101.870 E 1290038.753 NW 1/4 - NE 1/4 SEC 1 T 30 N R 19 W V; ca:-- N NW 1/4 - SE 1/4 NE 1/4 - SE 1/4 SEC 32 SEC 32 T 31 N R 18 W T 31 N R 18 W PRAIRIE c lAr I I / A - SE IIA SEC 32 SE 1/4 SE 1/4 T 31 N R 18 W SEC 32 T 31 N R 18 W 32 N - 481035.354 7E - 1292302.553 0 0 206 I - -- -- - _1 207 NE 1/4 - NE 1/4 SEC 1 T 30 N R 19 W lvq• � �.* aN NW 1/4 - NW 1/4 SEC 6 T 30 N R 18 W TOWN 0 NOT LOCATED 0� —2A3-�19� 77 NOT LOCATED 302 NE 1/4 - NW 1/4 SEC 6 T 30 N R 18 W OFI RICHM-ON'D--------------'----- D.TE DATE 11-30 99 HINY: S.T.H. 64 CONSTRUCTION PROJECT NUMBER PLAT SHEET NO: 4.2 0 113 NOT TO SCALE COUNTY: ST� CROIX PROJECT 1559-08-23 STATE R/,'l NUMBER PS&E SHEET NO: 2 31 NX, WtSD( T/CADCTS SP--ET 75 El NW 1/4 Sw 1/4 SEC 33 NE 1/4 - SW 1/4 NW 1/4 - SE 1/4 NE 1/4 - SE 1/4 SEC 33 NW 1/4 SW 1/4 PIS f (DRW8827 m T 31 N R 18 W T 31 N R 18 W SEC 33 SEC 33 SEC 34 T 31 N R 18 w T 31 N R 18 W T 31 N R 18 W N -183-6-3-07427 DRW8828 E 1295014.825 N - 483324.562 E - 1300303,288 ------- -------- TOWN OF 'STAR PRAIRIE SE 1/4 - SE 1/4 SEC 33 (E3 T 31 N R 18 W 51 SW 1/4 SW 1/4 SE 1/4 SW 1/4 SW 1/4 - SE 1/4 SEC 33 SW 1/4 SW 1/4 SEC 33 SEC 33 T 31 N R 18 W DRW8829 SEC 34 T 31 N R 18 W T 31 N R 18 W N - 480739.019 409 T 31 N R 18 W NOT LOCATED DRW8805 (E - 1300236.753 D�7 N - 480824.062 17 E 1297592.345 19 32 3 33 34 047 7 33 (D5 t Fn 3 8 39 & 0 @ - - - - 1 5 29 C4 D, STH 67 402 -- — ---- --- fah 111b � HIE �8) NOT ATEDt6 5 1@0 ORW8802 N n 480816.988 11 E 1297812.212 K$ I DRW8830 N - 480732769 E - 1300445782 CS NW 1/4 NE 1/4 ry NE 1/4 NE 1/4 NW 1/4 NW 1/4 — I I SEC 5 SEC 6 SEC 5 @ T 30 N R 18 w T 30 N R 18 W ti T 30 N R 18 W NW 1/4 NE 1/4 NE 1/4 - NW 114 SEC 6 SEC 5 T 30 N R 18 W T 30 N R 18 W TOWN OF ICHIVIOND SW 1/4 - NE 1/4 NOT TO SCALE SEC 6 SE 1/4 - NE 1/4 SW 1/4 NW 1/4 SE 1/4 NW 1/4 T 30 N R 18 w SEC 6 SEC 5 SEC 5 SW 1/4 NE 1/4 T 30 N R 18 W 1 T 30 N R 18 W SEC 5 T 30 N R 18 W T 30 N R 18 W REY' S I ON OAT' DATE 117-93 ICONSTRUCT�ON PROJECT NUMBER a. PLAT SHEET NO: 4.3 Y:S.T.H. 64 0-1- L'o �---C3 ',.C. C-� NC -21 NOT TO SCALE COUNTY: ST. CRCIX STATE R/N PROJECT NUMBER i559-oa-23 �]]TT No:_ EE INISDOT/Ca DOS SHEPT 79 2 3 . 'pdg3 3g hf ,�$Bt'9 7 4,,^ R 3q 7'Jq `/ 7 q 6A 4g 3T /fir c 3`,g T-'q `Sk. w F, 4g3 7 T S� Sty 7'q R T / 7 .q 37 � aq 7 ,q f R R 7t?� 8 L1r /�` T S SE.c r1tE. sir 2sg /f 4 76 / q/ / 7 N aq 7'-7 df a a 7'%F R q 4"� ,�76 r a7 �� �� N Sq 1''q St // 4 5 3y 4 f s NQ1"'.,,TQ SCALE 7a % «I3y f 37 �c 3 � q / q �• 78 ,�.� `Ci,F .. 1?7 Raq'� �5 «z3 sy 22 76 s° �` Y q4S f. @ PPop€sEa STH 64 Tu T,07 q n ens era aes f ��^`Ma., 4 T `3x SStz, 71 ap h as 7'q A'S x fq g ff � t-� ! sq a T 3y s� S� ti r rP� ! RWgspsv'q 7, SF x q r sv Mc Tr zpo?��o °3c 7s ty T S S� ~ q SS 37 ao �FC'S F x q a �s � l t 8 aJB 7 q QN END RELOCA7"IDN ORDER "T t., N ?j}g83Q A A C3 U 1 ' lltP ~ ^.. 76 F 460 azz ti.7s 5�•341 % �^ T,r ^„ 7� 04, r $ Hf z3o0 y' Q 1/ S2y,9�3 T,r x,- z3Q2gQ p 3 ``�,ti `4,, l �� r ao S��' j�',. G / � 7. aR*&� 3q 3 r a x s�,c S, / q s . a> t! 6yS T3� .,, ` ! , � � q 7r,Q 4 • d,g36 Q STy /1/ 3s 7 lq Tf 8 � Fc F xrq s s �v 0/�b 76 / r 3Q �c N gy 7 T �S °y3 `` S 78 s /j/ 4 S W ~ fF 76 R %B rievsar+anre DATE 99 HINY: S.F.H.64 CONSTRUCTION PROJECT NUMBER ._ PLAT SHEET NO:4.4 NOT TO SCALE :AUNTY: ST. CR fX 5� ATE Rfi"! PROJECT NUMBER 1559 08 23 PS&F SHEET N0: E .- .ao-� 7 UCS SHEET 75 ..r .._ ,... ,.. _ BEGIN RELOCATION ORDER F7 z STA 698+00 N - IR177207 Tyr M F 1289b!4.753 �',PPR`X595�3 FEE NORTH AND 4" N'ST OTr SGUT,"ST OUARFER -°' ; z GO G. S. m C!�TR VOL, 12, LOT 4 z x PAGE 3343 0 DIS z LOT 5 mz 2"22 AC. PC SEVERED 2 EPT--- TW T[lz Vnexzz Wa , W233 SCT - W153- L I -n '1CH NTERCEPT - SEVERED NTERCFPT T m z m A�;�2 VOL." 5, P.E. PAGE 1375 m TUM TIT? z oz PT T<TML-- V L T 7w �54 173 x TUT z m 9IIi'09—�Ckld V, 5 u LOT 2 /F 1469 z xx<7�7 , - m Z YIX < /a 18 z E20 T TTLET'I"'S M W 4/ G11 CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES 020 ONLY. DEEDS PAUST BE CHECKED TO 58 DETERIAME PROPERTY BOUIUDARES, MLINE ATCH ------- t,MTE= 'BEARING CONVERSION AND GRID COBVEDSMN' SEE SHEET 4J3 m PLAT BEARINGS ARE ORIENTATED TO THE Y, 164 WSMISID COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES 0 &UNUTES 0 SECONDS BEHUG I OT I -H m H z m z m I,, z Go A0 m 1 C) M C4 On = . m to m SEC11-11111 1.12 AC. SEVERED I I A C. SEVERED 0�2 D m z CIO- ,e m SI" C. S. M. VOL. 8, PAGE 2168 LOT 1 z ,Z m -1�1 0 On" cn z M -IS 0 Do LN'-, S. M. lot .14. REViOrN GA7E DATE SCALE- FEET � HAY: S.T.H. 64 CONSTRUCTION PROJECT NUMBER PLAT SHEET NO: 4.5 5 GR0 FACTOR 0.99`100, 0 00 ------ Z00 = COUNTY: ST. CROIX STATE R/I'� PROJECT NUMBER 1559-08-23 PS&E SHEET NO: E il:!b 1 Drb23 C,',77_„ Cv i 100�0',,CO.1.00000c wisp CT/CADDS SHEET 7E 21 LOT-; BEARIUG COOVERSIUG AND GRID CWW-RSMV' TOWN OF ST R PRAIRIE PLAT BEARII4GS ARE ORIENTATED TO THE ,VISCOGSIN COORDMATE SYSTEM (CENTRAL ZQNEP P.L. CAUTION V07H 0 DEGREES 0 MINUTES 0 SECWM5 BEING THIS PLAT S FOR 1ILLUSTRATIVE PURPOSES GRID NORTH. PLAT DISTAGW CIS ARE GROH) N ONLY. DEEDS MUST BE CHECKED TO LEGGTHS AND CAt4 BE CON7ERTED TO GRID DETERYIIHE PROPERTY BMMAMES. LEIIGTHS BY MULTIPLYIP4G I)ISTANCES BY 0 999R05 SE 1/4 - SW 1 /4 SEC 32 S. M. T 31 N R 18 W LOT 1 v 0 L,., 3`P1 SW 1/4 - SE 1/4 PAGE 633 I SEC 32 LOT 2 T 31 N R 18 W LnPP-L" 12/33 06 DRN8851 P.l-, N % 481035354 SE 1/4 SE 1/4- 7 pj" E - 1292302�553 0 95 AC, 1,p Ad, SEC 32 DOT REMNANT, U13 DOT REMNANT 49 T 31 N R 13 W 3 32 LHAN EPV722 OR K 3; P.L. S L C N T ER� PT 4 omwv-^; �7 715 - BE - slri5a720-Co 25,C SIXT4 t A� 216 --- -CPA Ol ENVE14 00 . _ 1-- ""Lz 735,0 IB STH 64 LIEaRxaazl - -A - - - - - - - e� T - - -- ----- --- ---- \ ��? �,u , , TIT '.- 11 � - - - , ;B--- � -- ---- 75 cns4qo 1 - - - i� f , I-, I �l 1, 7 ------- ---- --- -- - -- -- X, - 0949 CRIW4 EPyf23 2 ^If 2 V, 2-04 0 SLcl, *1MRCEIT am woo C�fAN v VVTES 1.05 AC. 2'5 LCIVERSET CEL EUGY LAND LOCKED U7 P.L. LU Z" E EF", � � � —,r, 0 � I '�O /E X QMSTR EUP, 'PT LU ,T 1.05 ACRES DECLARED AS *e SCY'-PSET IEILEPHC��.- j r co 'JERICEPT-1 11 PROPERTY 1�7TI,- US D�PARTMPNT CF TRANSPCRT ALI BY tk COViRNOR 03-05-03S DRW8821 < JOEL A.L.-MRANDE BY OX 0 Lu 46101T.911 VCL. 2282 PG. 269 1 < 1292673.314 Lu NE 1/4 - NE 1/4 SEC 1 aN )7� NW 1/4 - NW 1/4 o SEC 6 T 30 N R 19 W 6 T 30 N R W NW 1/4 NE 1/4 W OR'nS4 ? SEC 1 N - 478195IEB T 30 N TOWN OF SOMERSET E � 129256 TOWN OF RICHMOND WAS SHEET 4.21 9,374 R 19 W REWSIC14 DATA 5-i6-0, ATE -FCONSTRUCT[ON PROJECT NUMBER PLAT SHEET NO:4.6 24 97 Fll�-,, 9.03 7-p? 323 L� N.,"� NTY: ST. CROIX STATE R/V1 PROJECT NUMBER -r-0 -08-2� 3 L�GRI �FACT, OR �0�r'9905 S�T�H� 64 t559 E WISDOT/CADDS SHEET 75 SE 114 SE 1/4 32 33 SEC 32 TOWN OF STAR' PR IRIS T 31 N R 1$ W DRW8827 SE 1!4 SW 1//4 MA1c" . CaaptT� E - 1295014.825 SW 1/4 SW 1/4 SEC 33 s�H ?pi T 31 N R 18 W �Ert4E ,sRo?n SC 33 Sl u' DOT REMNANT �, T 31NR1$ W I `i.0 _ 7 k�..,___ �0.01 AC. EXCEL f"GY REMNANT UNKNOWN vCr: Ni -✓aT rE>i _Ci a6`;1 .. ° HnN�28 / / f 12 a �� w 23 U7 35 %l /( V,/ P ,f f -_ (H � EHVt2S/ ;� ,, `•�. � "� � I`^�2 ' 9g5}.0&a99�,g 9009�90 EI�x1•W9��96!$.�A�ti<3J°.s�S3�8J'�:�9 J� f ,,.. /i f�- rf �••� ~�\'`aa gia"•.._ f` q 2447«Ci0 _ _'_ , -. _.. :Pf T4CIo-5 .14g`:. :_. •�,. A `. \y= 'F/ /Y J!!� T — Sift-6a rzs«aa - - 755«00 . Gh N855a 770- \\ __ - ''�'� ` '��'�-`���� ��, A _p. "g9,o7.5s- r' _ ... _. _. ._ _, - .. 57N _64 .. .. O �d2t'�af�� 7 U naNira��� Uj DOT. REMNANT -- .r \� ®fit C S. M. VOL, 2 PAGE So' z \ \' d 1 F 0 G7 AC 1 �.� "' �d G'• fi ..- 2 , a P P. a c u ✓" t". ...� �; LOT 2 '` �v Uzi nftx75 '`* to RE tAINICIG rPC9T P CC ..,,ICAT T`.S SLf,re lTErGEi't ALI LU C p f DO ALI ty4vv " s ; c LOT 1(� ..� \ 2.30 AGV f flEP9AiNtN eRWiap UNKNOWN `�\\ CHAP ENVT27 PKNM IAX7mRyinr W r I InRxl� )4rrTLE F.vCtt:Y ..... f P F f f f 2 h R7 � Tx aT CiZ«fi" � r� ti,Nu3 3'r 't m 4.43 A4 NRW13 R. rvt5 _ ^arc 12 REMAINING 34 AB. 33 r REMAINING J^-'' .j I �•, .. LOT 3 NE 1/4 - NE 1/4 ?; NE 1/4 NW 1/4 — -c su EWT2i _SEC R ceWa 53 0. S. M.. T 30 NEC `r R 18 W y PT a017.aN 41 VOLe 2, T 30 18 W T PAGE 540" CAUTION ,. ( NW 1/4 - NE 1/4 THIS PLAT IS FOR fLLUSTRA71VE PURPOSES NOTE:"SEARING CONVERMC AND GRID CONVERSION' RR676 I ,,,-- _.-- ONLY. FEEDS I.tUS BE CHECKED TO PLAT BEARINGS ARE ORIENTATED TO THE Y ?.L• - SE 6 WISCONSSIN COORDINATE SYSTE.Q (CENTRAL ZONEL �6R'NTd,¢� � — � "'�^v C DETER!dINE PROPE-TY BOUNDARIE2, Pf6iR 0 DEGREES 0 41YM1LTE2 D SECONDS BEING _. ��� T 30 N R 18 W GRID TH LAT CES GROUND 0-- LENGTHS AND PCAN BE COINYERTEDE TO GRID /� �p �0 =` ry(� �y 1 LENGTHS BY PSULTIPLYING DISTANCES 9Y 0,999905 TOWN O F R I G H M O N D WAS SHEET 4.3 'i s v=s,c� DAre TP :. DATE B-5-96 SCALE, BEET HSTY: S.T.H. 6,1 CONSTRUCTION M PROJECT NUMBER - PLAT SHEET NO: 4.7 GRID FACTOR G.r �J 1: �a05 °, a �me i c r 1559-08-a'F.3 0. COUNTY: ST. CROIX STATE R/W PROJECT NUMBER PS&E SHEET NO: E a.`. z°.�:cu .ar Iazv ri..,; .. r.�? " _ _5... .. .:kz-ee .,_ <.,o,ro,n.,�....�.cno .t S"C. .., „_c ..1a • 9� _.._ � _ _ .. ,, ,. ,_e - �Ti"' W[5DOTl'GaDU5 5'NF_cT '9S ORW8827 1 31 Ar N - 483530�427 NOTE: 'READING CONVERSION AD CAUTION D GRID CWVIERS�ON' E - 1295014.825 32 33 PLAT 3EAPTiGS ARE ORIENTATED 70 THE TWO P LAT 15 FOR ILLUSTRATIVE PURPOSES "InSCONSIN COORDINATE SYSTE" (CENTRAL ZONE} GOLD DEEDS 'A)ST BE CHECKED TO 'MH 0 DEGREES 0 !VIUTES 0 SECONDS BEING DETERMfNE PIQPEq7Y BOUNDARIES. 'BUD NORTH,. PLAT DISTANCES ARE GROUND LENGTHS ADD CAN BE CONVERTED TO GRID LERGTHS BY NULTIPLYViG EUSTANCES BY 0 939,05 NW 1/4 - SW 1/4 NE 1/4 - SE 1/4 NE 1/4 - SW 1/4 SEC 33 SEC 32 TOWN OF STAR PRAIRIE T 31 N R 18 W SEC 33 T 31 N R 18 W O T 31 N R 18 W - 7-- TEG M7- OUN UYU- FF74- 7-- - f. .. . . . 7 T 3 Cfr .I AJ TIES 7, TRI SE 1/4 - SE 1/4 4D"o SEC 32 7 (5D F: T 31 N R 18 W 1/4 SW 1/4 SE 1/4 SW 1/4 SEC 33 SEC 33 T 31 N R 18 W 305 T 31 N R 18 W Tc SEE 8 EELINE 0 T .. 32 3 UNKNOWN REVISiQDATE DATE 3-23 -01 SCALE, �EE HINY: S �T.H� 641 CONSTRUCTION PROJECT NUMBER PLAT SHEET NO, 4.7A 0 L I COUNTY: S T. CRax " PROJECT NUMBER 1559 08-23 STATE R/ I PS&E SHEET NO: GRID FACTOR 0. q cI 9 -N vdtSOCT/CAOOS SHEET 45 Cl TOWN OF TAR PRAIRIE N SE 1/4 - SE 1/4 SW 1/4 - SE 1/4 SEC 33 SE 1/4 - SW 1/4 SEC 33 _ T 31 N R 18 W SEC 33 T 31 N R 18 W T 31 N R 18 W - - DRW8805 (I AC. TLE FCR 'rtCNG _ N a DOT DT REMNANT caG� _... r e r E 1297591297592.345 0,84 AC tIL9 .a 7 ! Fi< DOT REMNANT 0.81 AG ! B,r C 1 I DOT REMNANT c h '� 6 e 4t C°E 7i Bear ICG"Elt.g o '� goes LCPE lTBftC61'-'... h 33 �, ¢,44 AS, r'''rF' - .r• ad �'^ T L DOT Ra M14 hCANT ` 4 ._ a t � o- c 4 �� �79a WtVe4�"Uwe®99J����s parts}o f/fy �� F ti r�'irc°;' ti `�-...:,`�/� i f/ f4 u s 'A �.O �.A9➢ $9 t$�"�E% / ...`.4 '\ '•. N, va III Ilk N\^.. .! ! ! (../ „! ! ... A. L (.l,l,t..f / `".....,. � `�.~'",�79C EFk.. ��`'— �:%� .'Y.... '`r:,�%..'.,,:.{ ec5r`OC✓'' ,' } N8202780aco _ a-r \ ` •.- >• .:_ r ,�`. \CH.L,t E VT;?T �' \. ,,/ '',, � / � / ,i%' /„ / r •�'- ?$Otipp _ _ � _. a \ / l / r 7a12U _S, M YOL P-A E--1.8--q Z,+�. .7i :nCEr^T--. x •._. 1 ( • f k ,, 4Hf y: E �! ' - FGc� M13N124 � z,s'v u +s � _ - � � CT R ttt�.',' ✓, t �1 -L y W w r r NRri12a u 2LIT ^� F DOT REh1NA NCt ail -SLORE �,TL4 ySo - -CD < GO a { -+yCH4/ 4 m P .. ,.0 ti �^ tV .r - 65'N82i4 '� tit , , Y CAUTION N {o� -THIS PLAT IS FOR ILLUSTRATIVE PURPOSES .., =i .�' E 1297812.212, ,� .,� ice' a „7111 K ' N t r. ONLY. DEEDS MUST BE CHECKED TO "4t _ DETERMINE PROPERTY BOUNDARIES, Eta t' t' ° i t i .NOTE' -REAPING CONVERSION AND GRID CONVERSIO i 'fr PLAT BEARINGS ARE ORIENTATED TO THE, .: WISCONSIN COORDINATE SYSTEM 10ENTRAL'2QNE1 5l, INTERCEPT WITH 6 DEGREES Q MINUTES O SECONDS BEING.e GRID NORTH. PLAT DISTANCES ARE GROUh!(S LENGTHS GRID CAN BE CONVERTED TO GRID LENGTHS BY MULTIPLY= DISTANCES BY 6 S99905 •�r'`t.tir ..-, �t t } ,fir r "t „", NW 1✓4 - NW 1/4 - NE 1f4 NE 1d4 r r SEC 5 NE 1/4 NW 1/4 S,EG 6 T 30 N R 18 W SEC 5 T 30 \ r TOWN O° RICHMOND T 30 N 118 w ,t l s' t l sEt�sor<Da-E pATE, t1-30-94. . scAl,e. FEer HSVY: S.T.N. 6A CONS�RLfCTIC7N PROJECT NUMBER PLAT` SHEET N0: 4.8 �,, nRro FACTOR 994905 CC NTY: S1'. CRO@X STAB E Rf4"T PROJECT NUMBER k5a9-Q8 23 PS&E StiEE' N0: E o�-- 'A_ UAL ., a 11 .:n °`: - 'G=.• - rpO.U(� .1_�s "n MS00T✓CaDO5 SHEET 4S CAUTION - v o� i.-'i �. � � I /' �r �1 i'•'f (.% Vim.. TH(S PCA S FOR 86iU3TRATtVE puff?45'ES ONLY. DEEDS LUST BE CHECKED TO z �,. DEtea(,vv.E pau�:.atr aaut(rrAalEs. — ,`- ! a, � / ,� � _.— -.r�- _ �` t '�� r 1 ,.,. A �s{rrE NOTE: 6E R G o0'4lER310 7 AHP GRID CONVERSION' 'Nl CONSMPLAT COORDBIANGS ARE TE (SYSTEfD7THE(CENTRAL ZONE( m r '7 4R EE MEET` 4�$�' / r. 17i , tYIFR 0 DEGREES 0 Llf, TIES Q SECONDS HEf17G W '` �� a�— ,L0�� GRID tOR"N. PLAF DIST NCE5 ARE GROUND �., - '�- ,_� 'O. $l / /° 'T � G} m LENGTHS A"tp CAN 8E 0 {V ERTEO TO GRID OD A v z / �/ / ,,' i F`r J .-. GJ LENGTHS BY t.I tSLTIP6YIN� OISTARCE"S BY 0.@99309 z m yGp.. n." "i-..-..�. I-' � r/` -r„ VOL.f,1 �, - ,r' //�p!j ,r,('i��'�'9 OR .,,. � yf if `%PAGE 1898 // f / '-ba c7 n y 1 fi r tim sCcF 2PO /, m z oA AWf f / \�.� // /, 1 - owe 0, zn r N prfr/�. 4 \G�,J E! .. w r/ fr' rr 6 w .,. T..p 14PL p . ,o-{ \\ � � r ✓ L/r f% G \„ '�``�, �j/ /� ,, 'A g� � xlC ;77r,CEP7- P.L. NO E -- �{ sLc .7TFjiCc7T ,,.� NRR1,0 7R / / f n, ♦' `�. ��9 Xe ,rf"f /` `f% f f,f /✓ pFN?:t^9 _,rr'r ,!`� ,%N� 20" fi ` •.RW°6 /4ca 00 ._. . CtYA,4 6h{V,29 ; r : / gv{(40fi GCt;F�E 4i VOTH STREET �t �o- �4 ,Rrc '"/ ;rf rFf'f /,"'- �p -- F'`� r/� `., \` �`. j'�` ,6@c�� . 7. \ NEW; \ /\\^Y l 7 \ - /< f a a31E 05TNEET f� ��. l,. cRr3407503 In ti�SLOT,. 1 t sja O a ; / CMA!7 €4/ rf,- i.o PG8C5r5R.d"o N:tir GKKm�4.b�\ 5.. `. \\�\..ti S 1 �.�� Q L.OT 2 LOT ,'% e,y ; ERWB' / \ �j �\4`,.,,,A U '.._ L OST iaE 7" CrrE E \ LOT 1 R as N R �9 -90 `/ rf r� , �\ R��..) O 1.96 AC.' Et.1 tt G s ^` `�,. ' ,'f/ J �wt.' r f r...5 / \i �A \� F RE'.t AINING .. o DOT RF1NA CC �Rl S /' #01 ..` rCsva ru"ft; \\ LANDL00KE p` Q ^( Z t !� /f d$ J 6 r / PT S`ul..t`\j'\�"�.'.�%S \\u 7.24 AC _. / 3 % /f y� �� Wo 1.1. aLANDLOCKEa C. S. M. VOL. 2. PG. 4 7'� � '� t o � +.Rw133 fr? � � 7 x mw� I7TtP4 T >;t r/i-�.a Y �\ t. , r.L. ,. P.:. t , o a o ^.3 s, - ..._. v F.L. oz / bN ry 1 _ a,i. S M. Fl.%� m {` r,r"�%OT REMNANT o� N... _ o, � FR h E W .� .Z V4L.5, R{ a m -' ,,rr^^ �'//��, . ��. A d� d {� 3 co � PAGE 0 4,20AC.�C�. m� SLCrE :NTEfiGEPT ' ,AS120 c�. \ ,;r DOT REMNANT N uz � LOT 14 C2 ry Izz A�aEs so .E L�4.T By® ...'_ l0 TO .�, 2 J KL44C iRGST' ON 9EE' 3H \ i-25 2000 . 1270 AG 3.23 AC .� 4 0 y �.f'� a .. DOT REMNANT': - f. ;r�' /" - "— REMNANT 'H WAS S EET 4.4 a s:u.+ pArE aatE 24-97 scn e. eeez Y; S.T.N. 6 CONS'c RUC7'1ON PROJECT NUMBER _ PEAT SHEET NO: 4.9 a 4T PROJECT NUMBER FY/PS&E oHEE'[ NO: E 3 �` cola RzcTaR 0.._;�1t�" �` COCIE7TY; S1". CROIX r' 1559-CJ8-23 � 13.:,�_. C :.'d.: J "3a�cs i�'i°C... '�., .'. �..."J.xi G"7 .,...:,.,.,;lin Vr Y2u0i 11:17 ;ras .g.,., :., P C N-l�-:1_ w Gpr/ChOUS "1 T 75 El PR r,RCGYVI,CAT RN r 3 SRO -S Q 34 T 4 R 78 12.T0 AC, REMNANT , ACR::S SCLQ T11 TRUST CY [T2 CAt1TION•..,� 4 THIS PLAT IS FOR ILLUSTRATIVE PURPOSES } OtlLY. DEEDS MOST BE CHECKED TO o'7 c DETERMINE PROPERTY BOUNDARIES. AVSTQ 7,,.4 76 DOTE.'BEARMG CONVERSION AND GRIP CON'lERSMO� PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM 4GENTRAL ZONE) .. '71TH 0-DEGREES 0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT DISTANCES ARE GROUPED LENGTHS AND CAN BE CONVERTED TO GRfD LENGTHS BY MULTIPLYING DISTANCES RY 0..999905 S T z o ra 7 all 7, Q sr �, �I mo,*3 LOT. 1 A 76 lll� I F 0 l p f "`"., -" ,_ T RE tNANT T '. `a 4T RE�INAN��'3�/'� _ 16s0pp 1 - :, (., LOT \3.1 ij 4e \ ' A A� t LIl P.L- i e' � �C.\S �1 10✓2838 t t _ l N4SCONSI`! CENTRA LTO. p.L _- _. _ _ _ Slc . cIinY.'PT - .__' DOT OWNED FOR WETLAND MITIGATION K/ /V 7r .� op 4! r s A, rs sF NF7 so M��s F 714� /L'��oq„ ° of Rs 76 � f * Y4 7$ �L oTo- l R .V iSipti p<1"E (}ATE 24-97 SCAC F.. FcET y p :.0 2100 .,c.°°.; •Ln,_. sr .ca _ ., ,.c . _ _. ,. ., ;...fAr _. ,3 ti;rtT CPE ;trEFCEPT 5 1 9taa a-999e'-a— 9t3 ag V 1399 tqi9 7`r4 r S`F s 37 C 34 Il- ly 7 6 kp cH v € " CUP°a-� CuA,. d E VT32, a....� CukvE T e63 G'S ?�99dY3999�'�9 � ACSCONSIN,CENTRALLiD.- �, SCLH: INTERCEPT -uj ti x27 Nawtea U xw CJ �31N DOT, -OWNED FOR :DRAINAGE � S`�,. 'Sc Lu 0'.36 AC. r I„n129 ORµ - 7 DO CR'N8873 .� p$p66 - - R "7 30�?$$o, 636 7°� (y f �T oat All ; All, 180� �303 �S.311 R 7•s S2 WAS SHEET 4.5 HINY: S.T.H.64 CONSTRUCTION PROJECT NUMBER PEAT SHEET NO:4.10 OUNTY: ST. CR?[X STATE R/t'J PRC,JE:CT NUMBER d559-08 23 PS&E ,SHEET ','Z. ..2.-_ „"-rS _. asnny _ ., ,55 3.2 .-' u, sa"^" Gov."JOv ,„. Vn 17 PY 1(' Yh CL989n LOCP19 ea 60 /t/' $q 3 �, i,RM8533 7' 4 4/ 3 P r , aCC"nS 37 $ � / tc. IMg'Y2 Q ,> f>Oor 4 4 laSg g' Rx.ca r f i St3'c°q Tad Qsr • e©a� Q l , q f` r t nW 07 1Lli iri .rat $ LCCP 4 0.',a�� 9 f-` [y Rff 0$E SI %4 BASag . fuSrfYr e' a'it1'z7±T� 9 4 a U .- ."".... T. .". " .- l 0 9 r Gv 5'Sort clC,'_ LtiF+C_. f i QCC CURVE Cil7AY'o5 c u ,�.... —'. ,.,,,� B�5 lop, $ R02 WISCOVSIN CENTRAL LTp A��g9 ' &S Pt tl2 si 9 �. C� r"} m Y.. "VYtC&4 ' f "' __ wP a -.. .. _.. . _ CURVE TI2 - `9'.? J��PJ �.9-j7j i ,D RVE 03 �_�: _ CfR, 9.0-"".-- acPgp �. v �JC} 4C`Z o-.���.9a2gigg "_ `'� o", "^^.-PRO°OSc"0 _ G4 /// , ,q -J�CL�RVE� ��PTRTW17 865too Lu v EE US Z m ff � 7a / I,r� END RELOCATION ORDER CAUTION S, `+ 3�; g<, ,,; � 861+t00� N THIS PLAT IS FOR ILLUSTRATIVE PURPOSES 7 !�t �,� 7,.17 ! o 9. ONLY. DEEPS MUST BE CHECKED TO R',70X nd (4-'4,Fi EAST ,� G663 Pe T iGSH DETERMINE PROPERTY BOUNDARIES,. 7g {%/ TV Y ST OIJA7,4 7 lh�J)c ":NcK C S-CTIG'd 34, ly !" 7-31-N P 3-'NI NOTE: "BEARING CONVERSION AND GRID CONVERSION" PLAT SEARINGS ARE ORIENTATED TO THE �w491 711 WISCONSIN COORDINATE SYSTEM (CENTRAL ZONEb �+ r GRIDITH 0 DEGREES NORTH,NORTH PLAT DIINUTES STANCESO AREONDS GROUtiDERJG I„gQ$g�$03 ^}��� 37� C LENGTHS AND CAN BE CONVERTED TO GRID ,`'}1N LENGTHS BY MUMPLYING DISTANCES BY 0.999905 3p ✓� 76 \„ c �'-Tfff�J q a viS.oN oar DATE 3 -59 SCALE, Fe�—eT HIVY: S,T,H, E4 CONSTRUCTION PRQJECT NUMBER PLAT SHEET N0: 4.I1 vO NX. 7-23-03 crtio vAcroR 99990 z a COUNTY: ST. CROCX STATE: R/'"`1 PROJECT NUMBER 1559'08 23 PS&E SHEET Nd: JJ E �. .c 2_3..,. S _E 5 wi°,.CC}Tlq vnCS `nur- r`" CHAIN ENVE13 E:.- N 481112.427 E 125'... 33. 451 EDi :, 1,c,',, 317.9n: S'�.,.. Ty 1'1 _'I'i �35.3 , E ..' ;'! 4,,. 1431i. 328 .627n C1, e ril 290 746' dear. nrg N '73 43'4i 9" _ D.. .n 197 15 cl-1rr,1 N I'3., ,_..," ',V t,82.572 - 12 99A0,4.,7 D:.v 51.817" Bc-cr,,y N 11I39 3.7" 'tt T IG5 N 481.733.420 E: 12H9942, 985 Di.;tonce 29'.4o5 Becir'in4 ht 1.7102°01.Ei" F4 T'i5i N 482017.636 E 1283862 .84 7 C)i.. cvrce '123,901 I Bercring N 25"56'0313" N N 4821.33.756 E 1289806,474 D'once 1:35.918' Becr-i,ng N 39.191 11 .<" 4 T IS< ,1 482238.905 EE 1289720.349 D,i5 ogee 12.0'4' i7k+.rar'ing N 70'36'25 .5. 'W T r9 ,r 482242, 911 E 1269708.970 D,s tarc'e 250,39T Boor'tng N 1'17 35.3" E Tll:s ra 482393.2G9 E 126971.2.364 Ciis'rrce 116.532' Bear Arrg 5 65'01"58.7" E P'1o1 N 432344.05„ E 12H9818.060 Gi, tariC9 224.001' 6ecring 5 48'5,i 06 .2' T SE7 N 432197.054 E 1289987,077 Diitonce 1.20,382 PecrLrg S 48°59 Di, .1' F T Z60 N 482116.052 E 12900l T.910 171st rnce 235.369' Becrirq S 351`34'13.8" E T"x59 N 431926.603 E 12902141S25 _ f01slcrice 392.205' Fearing 5 0'35'3017" W T158 N 481534.419 E. 12190210,774 Distance 67S,386` Bear YYS tg .�. 51°'1.9'�1 G'.Q." iY pM78850 N 481112.427 E 12SCE83.451 CHAIN ENVE14 GR't738>0 N 48111.2.427 .^ T289633.451 DISTANCE_ 1.6,731408" SEARING S 08'12'03.3" E SIXT4 N "IsiO59,890 E 1291.356.034 DISTANCE 75.193' SEARING 5 30"22'00,2" E NR','789 N 480995,013 E 1291394.047 DISTANCE. 54.181' FEARING S 5"21'49, 8" .W Tt5 N 480941.078 E 1291388l888 D IS T AN.'CE 150.291' FEAR ING S 87'21'10.6" E TS6 N 4£t0934.137 E: 1291539.019 DISTANCE 39,678' SEARING N 5"27'QB.1" n TI7 N 4PO97.3.635 E 1291542.789 DISTANCE. 80.832' FEARING rN 74'22'39.1" Yt DRIV1,152 4 460995,403 E 1.291464.943 DISTANCE 70,897 G-ARING S 89"41`05,8" ;'t :R'N 55J N 4809'35.013 E 1291394,047 CHAIN ENVT24 Cr. 178551 431035.354 E 1292302553 DTSTa,4Cc 2,13.376' c'ARING S 7T°U1'19,7`° Fp ii",M) N 4909E,207 E 1.292072 406 DISTANCE 598.264, BEARING Si 87-1615714" E' TAK206 N 4609V.843 E 1292669.958 DISTANCE 90,129, BEARJ.NG N 2'06'31.6" E GR4v&821 N 4E1017.911. E 1252673,314 DISTANCE :371.171' ^r"EARING N 87'16'23.4" 4Y DR;.'W3857 N 4N1035.354 E 1292302.S53 CHAIN ENVE15 �r4�Gs N 48,0824.oe2 E Izr �az.34:5 CHAIN ENVR1 J 'a 1f A88°09 10.9 t. .'73552 N .P,14.153 ' 12 S> n.v 8'I) 'i 4M,732.769 F1.3rU4° .732 tr ce 560.647 00.3s,Ge- 4 CE 47.23l' 3"3C l.OG. .7 N 17 �.4.798 E 122 7,,39 .86 ! 80o'.5,.>33 ` E: 1300 I,., _r; G 3 5O I P- Crxn N ,O _C I 5:3.3 ,..- 7 Sr 'GE S4 814' P AI-4.NG S 11113 I .r, .5 'O..PIS N 4 -` 1 e 12 44 1 129 t 8411) N . . ,.,7.7.1". G"v r .ce 131..740 "r:ng N 2S"33'43.4" 4 titS "NNE. 'rr 940' RINI" S 83'0'47" 2 3,.,. r1S98 N 48200?.3,i7 E. 1295003.10, TaK120 F! 479770.2 E 1300951.01`i 0 s once 477 76 ' Recrin(g S 87'39 35 Ei' 2. DI ST'NCE 561079, BEAR7N, N 53"21, 54,5" E T1162 4 3Vicl 1893 r_ 129313QI516 r..'4132 N 17973': .549 E. 13110998,830 D s.c re 104.42l' Be.cr'ing N 74'58"25.7" 'r" O y79r30.9:34Q0 3A13'}60 N 63`03 3:i.2' ',Y TI1f,3 N *'::2(>16.557 E. 12955311373 h:R'k133 ,1.924U G:. n.e 915.270 -x-S ng S S"Y'11'1.8. E DISTANCE. 2141301' HARING N "S 1"59`42'.3" W T =161 N 481977.0'22 E 129G4.,r.540 t,`-'W134 N BU18N.1?3 E 1300512.4d2 D} ur'Ce 21E.272r e :r.tn S 5"26-1.519" 't! DIST'",""E 104,446" r .RiNG N-10'36'216,I' E TI10 N 491763.701 E 1296426..19 NMI'35 N 480267.417 E 1300580.483 [1i`;',4,1cnce 791,;40 c�3 r.�xny h! &3"25 "^`a9.&" VY Giii ANCE "778.7E 4' r: 4NG N 'TO'S5'23.7" E TC9 h! 48Yft54,168 E I295EA0.63r ,..?N135 N 480521.944 E 1301316.459 G! Is-c..re 601 Q3r Erar,-inq c 84117'31.. 9" IY, 01ei x1iCE 476.1'37' Ar@ZNG S 8o'Sl `53.0' E. T'E8 r1 481ra2.252 _ 12.1:8,2, 506 N"?;Y137 N 46C1495.8'i9 E13G1791.94'3 01 -rice @i 38E r ur'.ing 11 9°17'04 .,-3 w DISTl1lNC 519 048' FE"RiriG S 58'45 20,0 N 1t30°18 N 481882.441 E 1'79r967,7.4 S'Ra!38 N 48017T.398 E 1302251i.955 E> ,TANCE 1.P:2,131' SEARING S 32'16'18,3" CHAIN ENVEle P?X13'4 N 600 -3.402 r 1.301364 201 O.SrA,NCE, 126,4`33' PARING S58'30"19.1" N GR'tt8829 N 480739.C119 E 13002H.753 NR,'q.32 N ,17979`3IS49 E 1300,398,830 DISTANCE 1301,708' 8EE.(2IN'G N 88"09'28.91 'A TAKIII N 480780,860 E 1298.935.7113 DISTANCE 1.411759' BLEARING; 5 13'09'207 4' 7r NRtY126 N 490642,827. E 1298903,454 CHAIN ENVE19 DISTANCE 72.577' BEAF2T�:G 5 '2 2'40'32," E T114 N 480570,323 E 1298906842 CIRW8806 N 481101.870 E 129038.753 DISTANCE 335.453' SEARINC S 70'32"58.2" E: D7Istcnce 164.521' [3 r„rr-ing S 7i"s"G"F'45,8" k_ ORN821.5 N 480458.620 E 1299223.150 T178 N 4809i6.540 E 1290586,813 GISTANCE 106.835" 6EART M", S 1"02'€15.0" ',q Distcnce. 14,593' B4 cring S 40'22'19.3" E , 7_T13 N 48G351,8G2 E 1259221.221 7579 N 48095S.A30 i 1290596,259 D l£,TANCE 154.41 ' BEARING S 85°SI7'01.F;"E DisS cnee 27.534' LII.C-i.ng S 62-47100,7" W T712 N 480338.703 E 1299375.084 T230 N 480942.837 E 1290371.7 7:3 DISTANCE 38.940' f?EARI?dG N 2S"11'25,1" E D1StC-Ce 74,698' Bearing 5 83"44'15,9" to TIll N 480374.030 E 1299391.E58 T175 N 4,80934.6G9 E 12904971521 DISTANCE 611.058, 8EARj,,G N 48"15'28.3" 'N DlstanCe 38,942' Becring N 76'48'18,8" IV TA'K111 N 48OI60.860 E 1.298935.718 TT76 N 480943,578 E 1290419,f,07 C},sIa-ce 13.572' 8ecring N 13"56'03,5" E CHAIN ENVT26 sz77 N 480956.749 E 1290462.B83 pRw Bti'i 1 A61O27.911 E 139"d6f3.314 [)istancn 1G7.8`>7' sea,-ny S 81110'41. 8" W O stcrce to 1'r. 334 cr cv'lrrg N 85°58'Q3.2` E NftN62 9 48654f5 .2 fi8 E 1290356 .3372 "�R47'1 ,8 N 461131.504 E. 129A 2ft^ 64S Dis8cnce.99 Becring S 67"49'33,7" Y( 0_.i'ance 2211687 Becat-Ing 5 87"17'08,0" E N o 4 RtY>9 N E257.391' 129Qik7.g75 t.R'rYaS h! 48 05 E 1294505,086 2C [)i480842 1712901/ F3ecriny S 56,03'U2,1." W Cr e, E'ti481177 251 a475 c3earirrg N 77"10'01.9` 6 T170 N 480745,93< c '1289973,619 ^.R hf34 N 9$2ITf.754 E k'6�755 251 015tunce 34,269' E'7 e c r ir..g N 89"39'44.1" 1Y t)x431174 ob Gearing S B7"02 Qa ,.o" E. 7171. N 480746,134 E 1289939.351 '4'Ya8 d +c11174 .325 E Ifc7Fi21. 571 9,182 Distcnce 40.092" Becring N 0"00'00.0" E. ois*once 4571806` Becririg S 7i;"21. 57.7" E T172 N 480766.226 1289939.351 ',7 'ta9 N 4810651.18 E 129526r, ° 1 Distc:nce 36'057' Becr-ing N SR"55'21,3' E DIS"Crce 1215 592' I"r E:crt n41 N 74'H'09,3' C T173 N 460786.904 E 1289975.402 . Rv130 .7 48cnce, 652 5 tlBe 6 t5 t4Bjj 321,274' B.orang N 11122'21 .t1" E 0.890'8 C}i SYcn<ae 221C1 .890` Bearinq a 87'41°10.8'° E OR N(9806 h! 481I0'1 .870 1290 E 1790038 .753 TAK63 t� 46101.0,398 E 1297597.120 Dies?'onc: 136.398' B, C, ring S 1"23'04.7, D r2'!i3 a 05 N 430024.062 E. 1297592.345 D isIcrrca 4922.849' BEcr ir-r9 N 87"44`35.7" 'N DRI43a21 N 4610171911 E. 1.292673.314 er vrsiaN Paa DATE 11-31 91 � H17Y: '.F,Fi. F4 CONSTRCJCTiON PR0,IECF Nk1M8ER � � P�.Ai SNEE.T Ne7: 4.F2 j r �o r �.a t (7liNTY: ST. CROfX r� F559-Ci€t-23 S CAS E R! t PRCIJEC i NCJME3FR PS&F SEiEET NO' E 1H CHAIN ENVE20 D R7i'3 rj -' 3 1 101.470 E 729C033.753 D s -, cn c 1044.584' .-jrr L n g N 85 lV13 ' 32 .4 T8 Z j t174,87n E 129IC30 , 7 8 7 C s-, cmc-I 1E-i .2(69 E e cr -, ii g 15135'3s.3' 'dy N 4 3 ', 2 , 3 S 3 E 1291031.254 3 s 7 c I "c 13s.ort,' 'cr Lng 14 7,,, 0 4 2 3 . 3 W i "I rl: 48 13 ' 4 . SE, I E 12909 C 0 , 197 D n uncP 2 778 Bear :. rig S 11 4 1 25 . 9 Y R 77lci N 46, 137c, E,3 8 E 1290894.771 D s -, c r me 105.178' Secr rig S F,4136'18°5' W NR N i 6 Ci N 451313.532 E 129079?,756 D `can- 12 8 . 04 0 ' 8 ea r ng 14 31'24'31,2' E TiV 111 1 11 461422.all E 1290866.483 DIS-ci-Ic c 135.348' Bearing re 735 22.S" cY TI70N IN 481Sc,.973 E 1290848.606 D,slcrGe 15.0001 Bec-Ing N 47*58'10,2" E 7I111 4 43,1567.016 E 1290859.748 D,srnce 195.000, Bearing S 411*4S"14.5" E T1110 N 481421544 E 1290989,605 oxcnce Hearing S 47'58"10.2" R' T1109 N 481411.501E 1290978.4*3 Diir'cric,, 79.2731 Bec-ing S 41 '45 ' 14 15" E DRW8762 N 4813'~2.363 E 12 19 1031 , 254 CHAIN ENVE21 DR1'7F5805 N 480824 062 E 1297592.345 0i s lo-ce 2797. 75 7 ' 6 ecr i ng N Sa '09 ' 16 , 13 " W DRaSS52 11 480914.153 E 1294 79R ,039 0 isIcnce 500.617' Bearing N 0109136,6- w LOOPIT N 481414.798 E 1294794,639 D is I mice 498,6601 F.rrCrr,9 N 20'18'53,8" E L001`18 N 481882.441 E 1294967,764 D 1 is --'-cc 131.746' Becring N 15*33'43,4` E R',Y 1 B 1) 8 g 482009,357 E 1295003.109 Dist-nce 1220,811' Secring S 8,7'39'41.2" E Fl 7 4 N el F, 195 9 .5 4 3 E 129S222,903 D s V' cnce 166.304' Bearing S 87-47'56,3" E T1167 N 57953.156 E 1296389.084 D! st ante 154.849' Becrirg S 4'17'56,8" w T1160 N 481798,743 E 12136377,476 Di SIC-ce 175.464' apci-ing N 84 IgF '13 , 9 TI165 N 48181,16.34 E 1296202.733 Di s' crime, 20,005' Secring rl 3*48'53,4' E T1164 N 481634.535 E 1296204,C,,4 ol s f nnce 473.558, Cear ing N 84148'14,3,1 w CURVE NRN27 PC N 481877.482 E 1295732,452 cc N 480891-550 E 1295642.795 Pi N 481885,373 E 1295645.675 TAIN 37,135' OR N 84*48'14,4" 6 DA S 85i0809.9' ',Y LCI,ord D-s-crice 173.600' Bearing N89'50 02.3' N External Distcnce 3,827 Rodius 9-0.000' DE G 5'47'14.8` DEL7A -10'03'35,7" LEN{317H 173.823' P1 N 481877.585 E 1295558.853 CURVE NP827 PC 1� D-s'cnca 572.842' 3ecr° ng S 85106'13,2" e! PC TlN 481829.423 E 124498B.074 D I I cng ri 56.775' Bearing N 20"57 38,2" tY Lcopi8 ri 462682.441 -1. 1294967,764 CHAIN ENVT22 DPW3350 IN 481112.427 E 1289;83.451 0r-ca 7 .1382 1 u 3 --r , r- r N ' 17 ' 3 5 , 3" E ','<63 N 481430.328 E 12BH9,0,32i D'Vlcnc^ I'll . c; a -1 1 '-1 e 0 r'-, r g N 78 1 4 7 48 . 9 'fi,c3 Pt481501.935 F_' 179u050.223 �iiC` D �V c, r, c e 64.03 8' Irg N CLIC/E 1;RgI3 48156,.964 E 129 0 On 2 . 9 7 cc N 481604697 E 12 89 2 3 G . 8 -,, R i 14 482012.437 E 12,30074 IGG TAN 445.97E C B N 2 - 4 3 ' 0 2 . 7 " E DA N :54'38'53.8N L.Chord 7 a 4 , 2 5it E x I e r n a i 0 , 3 t cn C e I l,' , . 2 7 1 Rcdaus 817,000, CEG 7'00'46.6LI Dl-l.LTA -57'21'56,5" LENGTH 817,397' Secr, rig lil�137'55.6" 'i PT 11 482271.055 E CuRvi7 NRNj3 Di.s'cmce 78.349' 8gcring N 1'17'35.3" 7- CL2VE NR812 PC IN 4823,19.384 E 1289711.373 CC N 481604,697 E 1289236.894 PI N 482068,1,H E 1290121,360 T i4i'l 485,135' DB S 57*29'47,8" E DA S 0'10'23.8' N L.Chc,,-d D,s'o-ce 851.721 Exlernal Dis1crice 124.976 Rcd,ug 883.000, DEG 6'29'19,5' DELTA LENGTH 888 . 76.5 Hearing S28*39 42,0" E PT ',1 481602,027 E 1290119,890 CURVE NMY12 Dislcrice 201,553' Becr-mg 5 V7 1 7 3 N 481481.728 E 1290261.6O4 ols'cnce 168,3051 During S 5�3'54'41,B NRW164 N 481397.351 E 1290427,230 Disfcnce 279-118' Bec',r,nq S 74'28'41_1" NRW52 N 491321.875 E 129059;,950 Di,5fcnc5 104,141' Begrinn S 8S'241 17.8" E 481313.532 E 1290799,7516 Gstcnce 105.178' a I rg N 64136116.511 NR'N 1 E 7 N Dis'cnce 26,778' Recr%ng N 11141'25,13" E NRWIG8 N 481384,861 E 1290900,197 ols"cnce 138.051' Secring N 41'37'04.2' N NRWj;'3 N 481488.067 E 1290808,5013 015tcrice 19.113, Bpclirg N 10154 1113,Gll w NRN170 N 481506,835 E 1290804.893 D-,stance 27-1.045' Secring S 55'41'23,1- E DR',',8762 N 481352,363 F 129103125 " DLS-cnce 280,28'1' Becroig S 37'19'00,4" E DRW 8 7 6 1 N 461339.241 E 1291311,23v Djstcnce 53.499' Bper Ing N 1'40'55,8' E NR',Y78 N 4813132.717 E 1291312.806 Diglcncre 834.313' Secr-, fig S 87"16'S5,3' E NR1N9 N 431353,154 E 1292146.180 Dis1crice 3010021 Cecr,rg N 2'43'00,1" E NRNBO N 481383.122 E 1292147.602 Dis, cilcc i6_511111 Bearing S 87°22'22,3" E NRlypli N 481375.554 E 12132312.539 Di crce 340,347' Docring S I "4C) ' 52 N DRNHB l N 481035,354 E 12132302.553 D , g I an c L 2620.23d' Becri nq i) BE 1 18 , -5 1 9 , g D' RY B a 5 0 N 481112.427 E 1289683.451 CHAIN ENVT23 $2 427 1 ?. 3 ',- 8 3 , 4 5 1 8,13 Eonr -fiq S '13,28 4i'8 v R 1, 8 7 2,, ' f 4,; . I' - 123k G 6 1 31.., 7 3 cr- n Q S a i 480 12 D s -, c n S 8 j '2 5 2-' E B N F O s I c' r - c a 186, 12 a i�, a cr inq S i5'23'17.7` E7 r W 2 4 N 430860.743 E 1283774.225 D ,,, T cr c -a 135,772 P N E N"W2 I N 480872 . 00 65 E 1289909 .524 D,stcrice 107'668l Pecr,riq S E, T173 N 48078h 9'04 E 1289975.402 D,s-,crce 233 6731 Focr,nr S 2'23'31 .8" fY MRN 2 2 N 480553.447 E 1289985 2 4, 1 0 Lslcnce 105,370 Pocr sag S 20143'32.8` E NR N2 3 N 48044 896 E. 129C()02.531 Disc 65.9981 B V, cr I rg S 8 G ' 03 ' 26 . v F N R w 1 N 430450.353 C. 1290O68.373 Di5tcrice 104.422 8 ecr t riq P[ 20'37' 01A' F Nr' 760 N 480548.092 E 1290105.1-12 Distanca 295,181' Becr,rg N 2'29'30,2" Fi NR'169 `4 480842.994 E 1290117.975 Distcrice 257.3911 Becr,ng N 67'.16 33.7' E NRili6a N 480940208 E 1290356,302 Dastcf-'-e 185,477' Becrirg N 814'10'33.8" E 'R MrS 4 N 480058.66f) E 5290539.584 oistcmce 682.848' Bearing S 67*25'1,8.0' E NRWS6' N 480938.0111 1291221,745 D , s Y crce 37.767' Becr,ng S 5 ' 19 '08 iY NR'r(S 7 N 480900,437 E 1291218,244 DLS--r,cp 166.021' Fie c r I rig NPAGB N 480884.638 E 12913F,3.512 olsiicnce 110.877' Becr,nq N 5'27 08,0" N,Rh09 N 1,80995.013 E 1291394,047 D,s-crce 7 i - 19 3 ' Cecr Prg N 30'22'00,,-, Y SIXT4 N 431059.890 1 1291356.034 0 -, 's - cf"ce 1673,408' Secrznq N 88 ' 12 '03 N CRN6850 N 31112.427 E 1239681.4,51 CHAIN ENVT25 DRNSB21 N 481017.911 E 1292673.314 Distcrice 90,129, Becr nig S 2'06'31.6` 4 T -"K'! 0 G N 460927.843 E 1292669.996 Distonc- 205,538' B e cr I, n g S Bir'Ir'57,4" F NIRW7 I N 480918.099 E 12S2875.304 D-,sllr,nce 110.000, Becr ing S 2 ' 43 '00 , 7 NRW72 N 480888.133 E 1292873,882 Distcrrce 1657,229' Becrnri S 8 7 1 IG 1 C 7, 4 NjRN73 N 480809.564 E 1294529.247 Distance 183.653' 8enrzng S T6'30'58,6" E NmYY I 7 4 N 4807Er 742 E 1294707.838 Dis- crice 144.702' Bearing S 31125'G7.9" E NRW75 ii 480643.256 E 1294783.270 olisTonce 40 7 , 53 7 Sper i,nq S 52121151.3' E NR474 N 480394,398 E 1295106.002 D i s force 440.4'26° Becrri,ng S 3'35'32.0" E pirN76 N 479954,837 E 1295133.597 Disjcrice 48.823' Becor iing N 70123 52 E NRIY77 N 479971.216 E 1295179,590 Distcrlce 195.09131 Becr-,nci N 2'37'01.P" DRW8553 N 480166.111 E 1295188,499 D,s'criCe 729.230' 9ecir4rg N 01114'27.8' E DR7t9554 li 480895,334 E 1295131567 D 1. s T c f I r e 2 5 2 1 . 2 3 5 ' ?, L c r I n g N 87112'47.0iY ORW8821 N 481017.917 E 1292673.314 T0N PROJECT NUMBER ----jF`LAT SHEET NO: 4�13 JCt H 3 W PROJEC7 NUMBER 1559--08-23 JPS&E SHEET E E WiSDOT/CADDS SHEET 75 [A I CHAIN ENVT27 I1.5.310 ,.ring S 1'02 J9. I" a 1 :i.i �' E 1297310.1I3 c 1'37 1U0B'crrrg N 57N N;.?3 o .�::. �.1 17iFr424. 10'S 10 OCC Eecr rng S 2'15`03.5'" 'a s iE'2 t..r i.,.r E P?.9642:3. 710 37f.909 Becring N 87`44'43.3" 6 r {82 N „37p0,933 .. 3295046.094 crc-a ,MC?' Bev-inr4 N 2'27'47,0' K r';}2 N nrcC 937 1296045.233 cll:�ficn�e 1a5,`37U 2ecring S 85'20"57.3" 8 ir,�c5212 N 48067 490 E 1295679.3IO O's-on,3 200.010' Secr'ing N 86°42"10.8" 'X CRA3211 N 4,-.0778 983 T 1295680,131 D,i n ce 139 832 Be,.,r'ing N 75',3'29,8" ;Y GNIYB210 N 480813.462 E 129554..o16 6tstcrce 320,692" Becring N 87°SG'33.4^ N 0''NY 209 N 430523.703 E 1215224.287 olstcnca 31.5 S7w Becring S t8120 N 4G513.133 E 1292224.9>5 oistcjnce 644.650 recrirg 5 85'42.'48.8" E N. 'vi19 ", 1 D497,76't c 125507 442 D is ti:n<: r9 10,000' ESeertng hd 1°'17'21.6" E PtiR118 .`� "80SQ7.759 E 1295907,667 DiA tcnca 149,500' Bearing S 88'42142.3" F T AK79 N 430504.393 E 12.96057.129 Uatc.nce 160.3,11' Becring S 2'27'47.0' E AK77 N 789344.205 E 1.2960G4,020 Gisfcnce 413,825' Becring N 88'43'00.6" Y N 450353.472 E 1295656.298 O'strnce 10,03" Becring N 0`35'57.5, E ".,RN 114 N 48!1363,510 E 1295650.403 M5e once 341.46B" Bearing N 88'42'42.7 », N:4113 N 430371.186 E I2953309.021 Dis'mce 85.637' Eecring S 45'29149.5' '6 NR8112 N 490311.160 E 1295247,944 - DAStcnz 1931.9132" Beering S 0'16'58.6' r N'76111 N 480117,196 E 1295248.893 Dist0nce 104.779` Becring S 5'23"51.0" 1P NR N109 N 48QOi2.c'2 E. 1295235.437 olstcnrte 150.2h7' Eecring N 17'01152.4" 'N BPt'N9553 N 496156,112 E 1295188,499 D,is1c:nce 729.230" Becring N U°14'27.8"' E_ CJRN3554 N 480895334 E 1295191,557 0Lsfcnce 2621.816' Bening S 88 E CR'xg802 N 48PS16,988 E n97812,212 4DDITIONAL FRi! "' N 48074 GG3 NRN127 N 4C093'7 .039 NR'N128 c0700,237 NR9129 N 450693.G93 TAK 122 N 480705 ...4 ?. 7140 N 431588.974 Pi° N 48115 645 PC10 N 481117.435 C'EJR77 N 460898.AES i CUR78 N 481001.240 E CUR7a N 481685 30C, CUR80 N 481904 124 CURB N 482033. 75a E CUB82 N 481751.944 c CURS3 N 481400.495 E CUR84 N 481165.907 E CUR85 N 481912.674 E CUR86 N 4821,72.078 e. CU,R87 N 462237.434 c CUR88 11 482041.034 E CUR89 N 480911"517 E .R'N140 N 481832.704 E POINTS CHAIN ENVT28 12." 423.710 1302833.6O': DIST ",i 19 3"8 11 :v ,7 .. 302 E,,0.322 YA'483 N 4107C 39,. ._ ._7597,?2) 1302281.451 2.aiaNCE 73d.314 ,'i t,„ :• gl'41 !.0 .7" ; 13t3_'374,425 NR tr91 7 4°1CCQ .834 1297933 ,41 1302471, 72.0 D'STA%C 3?.,.9111 PCAiRI`;. °s :.3:. °53'3 11.0` E 130Ono .82G 130255b.787 .P2 t' 12'?37 0 ,87 1303226 .243 D T S r,U... 11.957 c R14G S 1'40'18 130i796, 054 TAK33 d 4 970 7.2 E 1298760,238 1302229.462 1303 o2f3.477 CURV.' 7sRs5 1303995.34r3 1304333.931 FC N 430965.215 c 12 9125,635 I 304438.625 CC N 4P1950.631 E 129?044.920 13036715.337 PI N 437962.552 E 1299194.739 1.303240.038 T'N 168.H2." 130 853.77'7 03 S 88'53'34.6" E. 1304771.521. DA N 7i1381",6a I E 1.305154"527 C.CRC.O D1Sr.,5CE 332.965' E,ARPU, N 91°22'41.1'" E 1305229.624 1302813.749 E'X'CEr^.1 DSSiA%C(r I4.3"t3' 130023S 889 R,Dfu, Crl5.000 CEc 5'49'00.6- 6ELTA-39,27,28.51 LE NGTH 334.511' PT N 481019.722 E 12999355.633 CURVE ,3ti5 DESTSNCE 4il.2'.6' PEARII4G N 71"38'56.8'. E CURVE F,Rv6 PC N 481157.787 E 1299783.322 CC N 480431.690 E 1300024.1.71. P'I N 431194.180 E i2g5393.038 TAN 115.595" GB N 71°38'56.8' E DA N 68'50'03.i' E LCKC D DISTANCE 221 594' EEARTNG N 80"14`30.3' E EXTERNAL. DIST"SNCr. 8 g84^ RACISUS 755.01110" GIG 7'29"22.71 CELTA 17°11"06.9" LENGTH 229,454' PT N 4811.i6,532 E,' 1:300O08.309 CURVE NRA' _._�.._.._ C7£ST-,P:-- 160.483" HARING N 41'38'18.7" E NR'k?3 N 481316.469 E 13001.15.238 DISTANCE 309.927' BEARING, N 2'15'14.2' F NR'694 N 481626.156 E 1300127,427 Di SI A IBC.= 60.003' P c.0. ISPG 5 87`44'46.P r' E NRN95 N 481623.796 E. 13001137.389 DISTANCE 210.113" BEaq ING N 1'20'22.5'° E. kR'N96 td 481833.852 E I3ooi32.304 DISTANCE 72,602' BE'RING S 88'31.'33.2" E LOGP15 N 431831.864 E 1300264.879 DiST41;CE 1093.327' B='RING S i°23`25.8" ',v CR'x8829 N 480739.019 E 1300236.753 1)ISr t.NC:E 2645.775' BEARIPC N 88'09'28,9" 1 D'R?8805 N 480324.067 E: 1297592.345 CHAIN ENVT29 6; s r 'rr..; +.9 ' 0?35 jai D.-V r c e .0 t 27E .'xrg ^i 1 ,.b 20 A Distend, 45.0ii, R o , 'inq S 8,C 2 15,1'" '_ N 4813=1 073 E 13,11,,°2.862 flis- cnc4 '.,3..r'; % .:ng ., 1 ei 23.1" sY NT. lli0i N 421571 .r373 E 13CO3C'6 ?!F^ ole-c ca 9 I.4r 3 c r'Sr s e N'.4'NiOd N 481570,026 E 1 0 xs'c. 2,2 07 3 _ring S 2'1612.4' w .N.N!04 N 45,107.473 6 1300,3`5.060 Ois'c 13..455 6'cr,r:C,, S 41 .39'23.7' E i'L,,i ,_ PCUY7 PC N 41710.116 E. I G0437,SN CC N 480445,8T4 E: 1300404.522 PI N 481204,492 E 1300567.426 TAN 129.67t' D'3 S 8T'30'03.1' E. DA s 6815 3C-o` E LChOr`d Dse.ce 255 e'r4` 8ecr,ng S 7"i'52 49'.i rx er'nrsr D, "c,ra 10.912 Do,d us 7G 5.000' Gz"G T'29'22.7" rEi..rn 19°14'z7.1' LE`1GTH 256.900" AT N 481IS6.462 E 1300587.874 CURIE K'R'N7 D,slcnce 60P,273' Ber„rirg S CURVE ":n4Y'3 PC tJ 4c0931.52� E 1301251.96Q CC N 431845.470 E 1301616.800 PI N 480369,052 E 1301403.640 TAN 168.677" U0 S 68°15"36.0" E DA cS 87°41'41,'" E LChcrr9 Uistcnc'e 332,514` Eecring S 7f'58'38.6` E EOernal 6is'cnce 14.338 RcrJius 985.000' DEC 5'49'00.6" DEk.TA-19°26'05.3" t..ENCTH 314,113' PT N 460862.267 E 1301577.180 CURVE NRN'l oistcnce 23,135' Eecring N P°I8`I3.fi" E CURVE MR99 PC N 480865..383 E 1301578.111 CC N 482820.366 E 13015704I5 PI N 48088P.475 E. 1302104.133 TAN 526.081'. D3 N 89'46'19.8" E DA N 59'21'09.6' E LChor0 D-,stcnce 101.5,106 8ecrino N N'31`44.7` E E.ter,r01 Dis cmce '70.240 Rcdius 1934.91,3' oEr. 2°sr's9.7' nELTn -3a °25'to.l" LEiNG1'H 1027.330' PT N e,81155.646 E 1302556.735 CURVENI-169 Dtstcrce 368.905` Berr Sng N 54'"l 1'1(<.0" E LOCP16 N 481353.891 E 1302891.370 Distcnce 693.332" Becrlrg S G'51"33 3" tY DR'88833 N 48065O,fi3G E 1302880.954 Distcnce 2645.362' Becring N 83°18'07.5" a CR1N8829 N 480739.019 E 1300236.753 ar"s'e Dn-r pa76 30 99 Hw`1Y; S.T.H. 64 CONSTRUCTPON PROJECT NUMBER _ FLAT SHEET NO. 4.14 2 6N COUNTY:Si. CR IX STATE RfN1 PROJECT NUMBER5`>9-08-23 PS&c' SHEET N0: E MSDOTICADDS r 5 CHAIN ENVT30 CHAIN ENVE17 CHAIN ENVT32 DR, 62 N 4 8 0 8 � 6 . 9 3 Q E 129781221C C,',,Y3337 N 4832179�, E, 1 l"553 7 �0,',7 DIS� 'WE I � 5 8 10 �R 5 1 '0� 7 )Rllls�37 N 443217�9�7 E 130553i.CG7 f)irice 1 11) 1� ",I s -Eac r - r-g, S 3 3 3 P, 480,01,197 1297,110.118 Dis7cnca i0311�15CG S 012'52.5" Y CLR'r- T,'�KG,4 D 5 i I 9871 EC"R71;G, S 87*4359 IT Raj 7 �j 4,321,i3 .4;C E !305,333 � 0 G �S PC 4�2�114 197 1,,A� 1&7,0�3 1: P ly 4 4 3 C, r 0 � 9 17 E 1298321.704 �9 D once 2 5 . Q 3 E en, mg Cc N 47173� 23'� 1303-53E.650 10, 1 5 2 F Rl TNG N 7 4 S 0 4 r' E CURVE T13 N 4R!9r8 247 130�041.347 h 12 5 N 480700 6 C5 E 1298421.299 Pr N 432108.C9! 13,05�4� I - 1) T -N 4 43. 9 8 His TANCF 4 0 5 . I i2 I B E A R TN G S 8 3 0 9 3 2 .2' CC 'I 472272.31E E 13023SI.3C7 09 S 73'31'12.1*' W 2 ! 4806,112 .821 E 1298903454 P1 �4 431977.052' 7 130SgBl . 18 3' DA s 68,49, 14 .71, IY DIS74N,17 141.759' BE"PTNG N 13'09'20.4" E LChord Oisfcnco. 887.225' G,c- �mg S, 71'10'13.4' y Y4K111 N 4807--0.660 E 12'38335718 DB S 73'�9*4,3,5 , w Exlernal Dis'cnce 9.105 DISTANCE 1124.087' B ' E A R TN,0 N 8B"0c329,5' W 0 A S 68'33 131` A Rcd,u,, 10870.:78° Dr,','8302 N 80816.988 E 129�812.2�2 LChord D-, S-cr,„e 953,934 6,°arLrg S71' 19'30.8"V DEC 0'31'e,6,2" external.Dislcrce 11.134' D E t. 'f A 4 ' 4 ! ' 5 7 4 Middic Ordtro'e 12 .122 LENGTH 887.473' CHAIN ENVT31 Radius 1023?.940' PT N 48182T.841 C 1304C,27.351 DRA8830 N 4,80732.769 E 1300445,7ER DEG 0'33'35.7" CuRv- TIIK64 D! STANCE 4G.348' EFARING S 46 '2b '01�8" N DELTA Dlstc'nce 01000, Pecring 14 0`11000.0" E 0,-,",YP40T N 480700.626 F 1300412.109 LE'NGTH 954.280' CURVE TAKS5 D 71 S T ANC E " 0 9 . 8 95 1 S 1'02'09,7" W PT N 4318U.24,� E 130-1�36.4,60 PC N 481821.841 E 130462T.351 ORN9 I N 4,d0091.030 E 1300401.171 CURVE T!3 CC N 47193498,,, P 13084136.187 DISTINCE 435.260' BEARING, S 89'18'04�4" W D,stcrce 0.000 Beor,ng N 29'44'4,1�6" W PT N 491489,,�037 E 1303761.007 NRwI51 N 4,80085 722 E 1299965.943 CLPIVE T12 TAN 930.236` DISTANCE 42Z,655' BEARING S 25'37fl5.0" E PC N 131803,245 E 1304636.460 DB S 68"38 '27.0" N NRN 13 0 N 479704.624 F 1300148-.705 cc N 472422�380 F 1308290�615 DA S S8'3T '52.6" W 0 1 S7 A N C E * 376.339B � A R 1 G S 4 6 * g! I , 0 0 3 " F p 1 N 491692.511 E 1304352.165 s LChord Ditcrco 1853-579' 8e cr.t n A S 93'36'09.8 W r R, VV87 3 2 N 47944G.441C E 1300422.520 , TAN 305.081 Exlcrncl 0,stcnc, 40,34 D 1 S I AN C E 569,038, SEARING A 4'21'38.3' E OR S 68'43'02,8" N Rodius 10622 . 4 5 1 L�RW841.0 N 480013.836 E 1300465.78, 0A S 65't4455`N ', DEG 0'32'21,8" D! STANCE 100.6681 8 E A R I NG N 39'55'50.3" N LCCmrd Di, cnce 609,882' Forinq S6G' 53'54,1"'N DELTA -10'00'34.4" ORW8311 N 48001;1 .030 E 1300401117i External 0,s'ance 4,621' LPNGTH 1855.738 Qiddle Ordinate 4 .6!9' P T N 481004.808 E. 1302966.739 Rcdius 111067,447' Cl-RVE TAKS--, DEG 0'34 08.8" Distance 915.1811 Sheering S Sa'43'56.0" A CHAIN LOOPEASE8 DELTA -3'28'17,3 LCOF19 N 43095-3,405 E 1302885,383 LENGTH 609.97S' D, s'cnce 39S . 530 Becr i ng N E Dri,18BO5 N 480824,DC,2 E 297592.345 PT N 481564�766 E 1304075,137 LOOPIG N 481353.891 E 1302F91.370 D< Atcnce 186.3981 Becr, Lng N 1'28'04.3" E clJRVE T 12 Distance 371 467' Becf%nq N 59'21*10.0' E TAK83 N 481010.398 E 1297597,120 Di.,lcnce 26.312' 6ecrirg N 23*04 14 .8 W N 481543.2416 E 1303210,951 Distance 923.98l' Hearing S 88'34'59.0" E T140 N 481588.974 E 1304064.826 D;-tCnce 30.000' Secring S 30'38'46.9" E 7 AK88 N 480987.550 E 12138520.818 D,5'crcc 265.630' E, e cr i n g N 5 0 3 0 5 5 . 0 N CURVE NRNio Dlstonce 182.748' Bearing N 1'28'04.3" E LCCpC() rl 481757.881 E 1303859.815 PC N 481517.43r, E 1303226-243 P T115. N 4,81170,238 E 12138525,493 D,s�ance Dec, ing S A CC N 4,76183.4,42 C 1306386.704 Disto-ce 300.000, Fecr no 5 88109'28,9" E T!44 N 481032.134 E 1303011 .814 P1 N 481102,295 E 1303875.781 T1159 N 4B1160.596 E 1'298825.344 Di5lonce 20.009' Bearing S 30'34*54.1" E TAN 754.994' 0 cnce 149.181' Bear i.ng S 1'28'04,0" N 7143 N 481014.908 E 1303021 Til6o N 481011 464 E 1298821.523 .904 DB fN 59'21'09�8" E D,�'cmce 60,404' Fearing N 88'44'16,2" W Di tome 107.704' Eccring S 59'34'10.6" A DA N 73*14'28.7" E '3773 I DRW 11 4a,012.795 E 1198761,134 T142 N 480960.357 E 1302929.127 L.Chord DLs'cnoe 1498�916' Beor ng N 6� 17 44 2 Becrng S 1'02'56.6" W D. slance 18.6501 Becrinq N 32 '27 ' 16 . I " W Ex ' 'er-nol Distcnce 45.800 NPY92 N 4F,,0982�914, E 1298�60�587 T141 N 4809,76.091 F 1302919.119 6200.000' D.,s}crce 239.814' Bearing N 66'53'32,0" Distance 1223�151' Bearing N 50'16'15.3" ERcdus DEG 0'55'25.9" N 4 60987.550 E 1298S20.B18 L00120 N 481757�881 F 1303859.814 DELTA 13'�S3'09.0" Distance 1,714.829' Bearing N 77'20'S3,9" E LENGTH 1502.590' PT PN17 N 482133.459 E 1305533.006 AT N 48212G,026 E 1304598.6138 CURVE NRY410 D.stcnce 872,606' 8per -, ng N 73'14'18.6' E l%R'l1106 14 482371.676 E 1305434.230 ols'c,ce 400.5021 Bccr-,ng N 0*17'25.0" E "RINiO7 N 482772,173 -E 1305436.259 Z Distance 250.743' Dec- i ng N 11'11'n0.5" E Rtli1902 N 483018.143 E 1305484.951 Z Dis'cnce 206 50) 9 1 FPcr--, nq 11 14'37'04,2' E DfR8337 N 483217.987 --- 1305537,067 C, fEWSAN OATE DATE 11-30-99 Y: S.T.H. G4 CONSTRUCTION PROJECT NUMBER - - PLAT SHEET NO: 4.15 3 23-C! UNTY: ST. CROIX STATE R/W PROJECT NUMBER 1559-08-23 PS&E SHEET NO: WiSDOT/CADDS SHEET 75 sl