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HomeMy WebLinkAboutP 1998 1559-08-22.pdfIT All A. F C r PL A li_�Xrl AD Y r��rRs E7 At, '.�'a GAS R EULD'VS ELECrRC � 7S A' 141'� - L Ct`1-114C� C�� CH� cc P 'S"'y LOU. '_RVG�E P�CISTAL c r A CR c 0 L T Y CO. CC-NTY TNIL�,� H'C,�AY VCIIR PCILE CA. rl PC 0 cl CUTIC -NE t Cu� ' rqalq�n '=,�D AREA ,C1­-1RATSD :R�14 p -4 ;"Pl =NTY L';� ---- -- LIFT tT� TH Ct CURV� L� CC,,PCR-'T' LU2AtL �6,C, 114 L:%STED PCI�WAY EASTV��,T L,H�E, PlOPERTY LIJ IL LE LOT LYz. DN PEAIJ� LVITHD HCH�VAY EA�KILP4T FC, N7 c I VjRIL A 7 LA P.C. EASTNG PR14T 0, WAY PC N T C; INTE - RS-'CT,c -4 pj� r C OT C, I PJ. R-0 PITH7 Ct7 WAY PONT CT CGII-C�­,9 CCRt- p ' =� ��'C 47 CF P"IERC5 CURIE P.R�C. , , ��T C, S�RvC N' pj:Lc� ILCE-1 N7ERCEP, PR(Y ; E c I PROJ. "'C"I"PTY UNE P.L. STATE UNE CILI, ELLYN C RAClis R �ONNS�,� AND U'�-S R A I, p 0 AD P, A P-�L�Ay Ry R`CLI�D AST C� CUAR7,R UN, A'MIT R�� I �'IIT C, �,%Y PIN ZAD RD. �RN CP4T� - LILL'�J. srcFillN scc� S�'E' s ro ACC-ss ImIlmlit ST"JFH�YTT 'v S�0H"-ST A By "TUR ST,VIV� OAU�Ss S! `C�', T ACCESS CCUTECLLET) By STATOTr TAV� rp.,.,�SvjSCUj TGAER f'C`T_�ql T�Y-. AQ LiGr L�IT,D VIA T�s CCAST C C`S7 C SURVE� U.S�c. G.". LIAIH�Ay PSHNAY SEPARAT:CD UM7ED SIATIC PYHT OF WAY PC NT �LPIEY R�CH� P.- 14Y PC ", �Y�!T` D STATES P­,,�Y Ils.K rO SEE MCDUYENTED milm COORDINATES AND SEAROGS 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 - VIDEO ON THE DETA!I_ SHEETS. RIGHT OF I'LAY MONUYENFTS ARE REBAR AND ARE PLACED PRIOR TO OR AT THE TIME OF LAND TITLE TRANSFER, RIGHT OF WAY SCUNDARFS ARE DEFINED WITH COURSES OF THE PER�%ETER 0, THE HORNAY LANDS REFERENCES TO THE U.S. PUBLIC LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD. CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ORLY . DEEDS MOST BE CHECKED TO DETERMINE PROPERTY POUNDARILS, 12 12:i�C I z H ' oul 'on END RELOCATION ORDER STA 698-00 N � 4-31172 .01 7 f53 I � 1289634. CPPROX, A 59�59 FEET ALORTH AND 48,70 FEET OFST OF 7H SCUTH��GST CUCP7rR (SN'/, T CORNER OF SECTIGI4 321 7-31 -N, R-18-N, ST. JOSEPH I-', Y) 6­+­R 2 �Y Johannesb Boordr-i[an C� PRAIRIE RC "o, Nvi\ IF 13 A R �a w STA 494+00 LAYOUT �OTAL �,-T L­4TH C� C��4TEA��Y_ v 3_1"G It's 'c `�� � C" A " Y , , � u " R/W PROJECT NU�BER Ot I S-F;�T ls'�D'T 'L' 1559-08-22 FEDERAL PROJECT NUMBER 4�0 23 PLAT Or RIORIT 05 WAY REQUIHED POR HOULTON - NEW RICHMOND ROAD 50TH STREET - 85TH STREET S,T�H. 64 S% CROIX COUNTY R �'� N —�l — R 17 N STAYFON 10 ("AIICI__� t'Richmorid to "Il t i z A, n,_ I ��jf RIMMOND 1� R N A ---- P 17 A STATE OF WISCONSIN DEPARPMENT OF TRANSPORTATION AppPovrD FOR DISTH"'7 0, FIC': 2('C­0,',"C09 ZI IGICOCT/CADDS SHEET 50 I Cx I SSC,,UDSWr,l 55TL221 S5903 �. ...... 11 Ulll� WISDOT/CADDS �7 ��,PY 2C!C�, rj �� SHEET 70 -------------- j 7T NW -SW i NE -SW NW -SE NE -SE SEC 4 SEC 4 SEC 4 SEC 4 I i BEGIN RELOCATION ORDER STA 494+00 .. _ ._..__ ix r, LNrw 1.aN h7 - 4'i 6468 .62R,._ G'1"' € Is APPROX.. 21.94 FEET EAST AND 259.89 FEET NORTH OF THE w ! — c>i NORTHWEST ©UARTER tNW'fg3 € CORNER OF gtMON 4, T-30-N, Ca ri€ SE SW SW SE j SE SE SW -SW x! SEC 4 SEC 4 SE -SE IT �� SEC 4 X� € SEC 4 I SEC 5 505 F i0 5t'h 53ti 535 50 15 5O 525 545 490 L14500 I DRA'8812 fg9 mil 3 i053 rl _ f7ftV98B49 _ _ —" "�CTi01ti r,_vaE € E-1.274158.367 j 9 zo r r 11111,: N 41" 'i74'f"HA ` N= 47sDs7.z3aE .27 49,812 4N 475996.319AV[9 �€ E=Pz71sa4.826 x NE -NW N` 47�E'oty� T SEC 9 NW NE NW -NW NE NE NE -NE F SEC 9 SEC 9 xl C SEC 9 SEC 8 m� I � € C ua C ( € f FvEVIS10,4 CAT[. ClA7E ?G-1()...CJt`7 FHIIWIY:::�S��T.H.35 CONSTRUCTION PROJECT NUMBER PS&E SHEET NC 5..a C .,. , C2 P C �'-Oa r C.la F, .p-f f.l.:. ,-LEc. NTY: S'T, CM)IX STATE R1q PROJECT NUMBER 1559 08 22 PLAT StdEET NQ: 4. 2 E p,E F'_O- oa.ro tl a,r-2L,._ 0 :SS WISDOT/CADDS SHEET 70 VIISUU T /CAUU'-, SHi-� 1 70 WISDDTdCAUQS SF+EET 70 r CAUTION I1i1 THIS PLAT IS F'ORILLUSTRATIVE PURPOSES Im CERTTFEED SURVEY MAP ONLY. DEEDS MUST BE CHECKED VOL. 6 PAGE 1742 TO DETERMINE PROPERTY BOUNDARIES NOTE:: "SEARING CONVERSION) AND GRID CONVERSION SW —SW �. � PLAT BEARINGS ARE 'ORIENTATED TO THE VfISC4NSIN SE —SW Flr. L Qi 2 SEC 4 COORDINATE SYSTEM�(CENTRAL ZONEk WITH 0 DEGREES SEC 4 6 `„ SGsGRSEd TELEPHONES CO. C 0 MINUTES 0 SECON S BEING GRID NORTH. PLAT SE -SE DISTANCES ARE GR06ND LENGTHS AND CAN BE CONVERTED TO GRID LENGTHS BY MULTIPLYING DISTANCES BY SEC 5 ' 0.959905 ST'. CROIX ELECTRIC CqO?ERATIVE ' QSLOPE INTERCEPT (o�i �i 6 $ asa -� ._._,... .._. .-@@@ BEGIN RELOCATION ORDER S T A 4 9 4 + O O � � _._... t' � sEvEeEo sLaPe srTtERCEPx � -, F = 1271566.767 t F' X. 21 94 F"E=Er F,"AST tND DRW9&44 r A F't0 q 3P,y �,w _ U7 259.89 FEET NORTH Of THE t � �-"-A- hiC ri ff tYlESi tJV .RTE'.R fNif�%4I 5 4�' T� 0 .�j{'— {-t vft�3 .. —__- F— W QRtiEF2 OF 5. G77.OET 9. 8 9 f •- ¢R"� a.'.• Wit- A`�, `" `i 7tit - - - -- 1 E-1271544 .826 E .. E? ` • - ... ' _ - _. Na 4TE2Q8:733 !, tt • . -. 4 '� b5697,•lOt 7f r tl ,y SEE TRAVERSE LOOPS r E E } 3 - CONSTRUCTta•I TA. NE -NW .ar G : S-E TRAVERSE LOOPR x = SEC $ SEC 9 NW -NW SCUERSET..TELEPF S Co. SEC 9 F f � AA R N'V:SiON DATE _ DATE. f, "'2 i-.CS SCALE. 11 E.T HVIY: S.T.H. 35 CONSTRUCTION PROJECT NUMBER PS&E SHEET NO:4. f-17a a-i1:3 fLr if i,-on rt.c. qLl [I?, 20- � p E Gf. ItC ce 0 2CCf nr.` ,r,. cRiD PnCTGrz O_..aa39,).5 _...:_ COUNTY: ST. CR€)IX STATE R/VPROJECT NUMBER 1559-08-22 PS&E SHEEINO: 4. 5 E rtE r im ECti31el^H3r^ t... iC^. I' 'Ss C .A_r 700.331579:A.('V`9CC'0 wt5C50 P/CADOF Si+EFT 75 - - 1 11 _............... "1 —11-11-1--,",— 1 1 ", - I — - I , �-� d"U" ,� � " 1-- v C,I� —,", � " ,, ", ", � �,, 3,AI,711 z A �000009 V,700T/Cplr,0S SPEEI 75 CAUTION THIS PLAT 15 FOR ILLUSTRATIVE PURPOSES ONLY.DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES NOTE: "BEARING CONVERSION AND GRID PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM '(CENTRAL ZONE) WITH 0 DEGREES 0 MINUTES 0 SECONDS i- - BEING GRID NORTH.PLA,T SE SE DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED SEC 4 TO, GRID LENGTHS BY MULTIPLYING DISTANCES BY 0999905 Vr SW -SW SEC 3 0 ST Q I EL�CZ21FCOXPE @6 so RR 0— IELIPgvc Co. 1 0 0 E) 8 0 0 00 0 0 CD RLE sLcPE vi pT SEE T"z CL\\.. t 55 FT, 20`1 z 51CRNX URC76 H ELEORIC OCPER'A'Tl' _j Lu u 30 j v F- Ld < LLJ SG�RSEf TELE''Hol- Co s Lo SL CP E INTERCEPT IS 26'] S% ELECTRIC COO FERATIVE� Xc'L ENERGY MIGIrST NATURAL GAS ING, (GAS� P.L,E SEE TRAVERSE PLOGP47 tpj3_ FP CCNSTRUCTIDY KRSE E TRAVE Loi�r 39 C-CPE PITERCEPT 205� — -------- - F TL3S --,, SLOPE INTERCEPT'--, C 34 Gee 00000 SLOPE INTERCEPT SE -SW SEC 3 cc) 0 00 '�q e 00 em PNll 7T31 cu FL? (6 LYi s D�, E=IZ79360,679 N= 475871.955 LATE HWY: S.T.N.35 Co I P ]-,-c 3)-03 12 C-04 CONSTRUCTION PROJECT NUMBER S&E SHEET NO:4 GRO ACTOR COUNTY: ST. CROIX STATE RIW PROJECT NUMBER 15511-08-22 8 0? �.C, �3 4 04 F �-C. I I PS&E SHEET NO: 4� 11Lt 1 1;.-le FA�� 4 � � C�) 110-1�1 P-o� %�V` � � �, 1, ��l ; 200-3R1679z1.0,10000 WSD07FCADD5 SHEET 75 6AUTION tt � THIS PLAT IS FOR ILLUSTRATIVEF ` PURPOSES y 0 ONLY. DEEDS MUS`- BE CHECKED S TO DETERMINE P; PERTY BOUNDARIES W N� r"" 0 tP NOTE: "BEARING CONVERSION AND. GRID CONVERSION" , .. I' PLAT BEARINGS ARE ORIENTATED ;TO THE WISCONSIN r COORDINATE SYSTEM CGENT L ZONE)WITH O DEGREESO 0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT DISTANCES ARE GROUND LENGTHS AND CAN BE .CONVERTED - CRIVEWAY T I `>< ( Pp 1 �""P x /[/i �tt TO GRID LENGTHS BY MULTIPLYING DISTANCES BY 0.999905 INTER F yy y -4 nj SEE TRAVERSEO 'tyy-:,C!cE FLY z, t.. 4P� CD. t ' PCrckSF„ 7 CD 0- g a S.�..."E'._ `r, CCC. FIl3�& _r SEnj }®r.emsF In9o` Qge3"439kCi AamZoe R$Jo �-> t f [ F ^'o U S ° F ..,, , � P•�,. P ecru '' Eao Eas YLRSL06F 4 CrFb 1 y 9fi ova 2'._i ,. (:)CA R C II A.Y �! f y__, __, .. -• 0ki �QQ k`�.2,y too, 3.. �� e0006�di9 see- �Z9 9GI �s _ � �../ � cRi.nt 2 sews Vasma Goo n c INT F T ,.. ",`::: F I SCuEFSET Z� LPFc IINPER%EFC P? f„r ` \ f� c SLOP' t �aElEPt+.CrtE CP. V1 � F^. t S£E rFinvrR,SL: .. v Va. s Y..' rat e CiY� t--'"`. Jf r *...'` r^ t —+' E'�G C'4sr spot, H.Y 12 x'< SEE' bRAVERcE L00PEASE i �'`'•,;. t A "�^ti, ,r '7. F.a F � \ tS r t 'EilS i< Etcn (>'� k 00 b�u fJATC DATE E-24-98 SCALE. FEET p-WY: S.T.N. 3j5 L. CONSTRUCTION PROJECT NUMBER PS€.E SHEET NO:4. IMF � I >�t,'� � ,` r I G � r ceD rnclGR C aCOUNTY: SE, CR( STATE R/W PROJECT NUMBER 0Fi-G�e'T PS&E� SHEET NO: 4. 9 E r r .,.',SI. i.l r! •!. �,. , Ck„� x r 'b1'ci i _ 7 , o>"1R<1 1 ry'�USU>. c+gn ru,r>nr (-i.(qY- .,,., [*a ....d - IJJ „�• ° ,... LOil.3 t. +,. ti.0. v.,,1!1 cvt4[?O'+c'n PDS rieF.a a6 SpfEanoF�/%.'`,.'"' .„..,.--- XCEL Hr _scv `h,u' / fr 4 C o, .-�'""„Ar Y?f ,,�, 4P - , � d; � :^ts ateuTtcrlr c�, /p(r, OC OAS V 3 `h.....-"'sa".,s�j� ,� el" ��aR ''"r� - -1 r efa5 3Q case zaq- h T 0� 36 rE INTERCEPT CAUTION n THIS PLAT IS FOR ILLUSTRATIVE PURPOSES r t3�gy70 ONLY. DEEDS MUST` BE CHECKED TO DETERMINE PROPERTY BOUNDARIES `> W 3f/ av T Q a r ..-- "BEARING CONVERSION AND GRID CONVERSION"` / �"^��/p`�'1�''S^, ia✓ `�Y ?,$•G 0—,-- NOTE: F-fiFSt 2SF i9C`iT-KT h PLAT BEARINGS ARE ORIENTATED TO. THE WISCONSIN / COORDINATE SYSTEM (CENTRAL ZONE)"V11TN O DEGREES rp '� iwp,� ",�. _� {`�7a4 O MINUTES 0 SECONDS BEING GRID NORTH. PLAT t?X DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED�.--rfEF`'t"H TO GRID LENGTHS BY MULTIPLYING DISTANCES BY co Co. r`", -:� 0,999905 PPLERfVE" " �`e ecnstRLeTmv z.t. P C O 3 T a teFrruv SLChc INTERCEPT r a:.. F���i.4't' :; ,. q®g`,' ����".�OEo (S" �F1 C�i������P���e��@Ch `d a��@3 ®��®f@4k C�2 ®,L•i®. Q � `�" � >..� �. a (S lP PEI m . �� cap �� .�C n � Jam„ 1 ry4 l rV v 6t6 EWE— E(1S .�_ ;t t fi �.- 5N6. .o JS"' T's Qb ci Q 6F M A9 �qR 2p L1t ,�. �, q (Do 25 Gip 7 .._ Jr TRArLRc a p` 5 E 4C6 &., .�-o S SLOPE INTERCEPT ' ,p ,. A� "`•a- - !'^.'. y - i rp GT / It ERC[PT a® �.-T 4Z aE w f$ cexszRucrt+}N T.I. ,,-�, ,�. ?. �� S � �px✓ ��` ems`` 4Q�gi� :�-� �� -� -" r--- 35. At 13 nG vi..i0y 0dTE Dare 6-24�9f3 sc<rnE. zee- H4"t Y: S.T.H. 35 CfiNSTRUCTOIV PROJECT NUFABER F'S&E St;EET N€ 4. 13-09 i,pi 5-3J-G3 I2 i0-0G Pl.fi. rz �� u, aRro racxoa O.9999Oa '---'•��---' COC1tdTY: ST. CR(71X STATE ft/tV PRC7.iEC T NCIMBE.R 1`a59-C}5-22 PS&E atiEET NQ: 4. 1G E ri'.t "eF. 1157r ^d3F ..it�.i5l5s. .,DS -rode t„ r. L..'.�.i5f ;22: 1759cYf ,.a,g`x rear o 7'x,^Y .u0� UsayS !..: uzrP.: .tr •e.,, E.: "..ir's'__1Ys+ ��o- .. �.�c r 2(?O.Ta7.t»S.1.o01)oG0 vnSaa F,'CdCtDs sweET 75 CAUTION THIS PJATJIS FOR ILLUST ATIVE PURPOSES ONLY,DEEDS MUST BE CH CK ED TO DET ER�INE PROPERTY 'BOUNDARIES NOTE: "BEARING ONYERSION AND GRID CONVERSION.. PLATBE RINGS PIN(IS ARE ORIENTATED 'TO THE WISCONSIN COORDINATE JYSTEM (CENTRAL ZONE) WITH 0 DEGREES 0 SECONDS BEING GRID NORTH. PLAT DISTANCE ARE GROUND LENGTHS AN CAN BE CONVERT TO GRID DISTANCES BY MULTIPLYING DAIS BY oI9999051 SW -SE SEC' 36 WIDIEST NATURAL 7 z C.SlmRa 0- VOL� 12, ----- -- .,G.S,M. 4035 PG. 3434 C.S.M. , S M, VOL 15 0 1 < I 0, 'ESE TRAVERSE i70CFEASEi� 2 A6T- LOT 2 VOL. 15 PG. 4035 �,qS (11923) 9E!,A .V P G 4035 LOT 3 aQ SEE TRAVERS LCOPTAK2 RD TI 4A— `-SEE TRAVE LOOPEAS9 NE -NE SEE TRAVi SEC 3 -oc—NSTR,-c II G IT illl'--� tfS 6 22 30 A: UAN214, lCV7ASEi TELEFIHVE M TOO US? A"2 NW -NW A/S E4Y C.S.W: EC 2 19 1 1 VOL. 206 -E TRAVE PG� 7 LCOPEASE Z d a SEE TRAVERSE LOOPTA-Kloo- SE so IE 128217 41 4BI42 TE MATCH LINE SEE SHEET 4. OUTLOT 4 SE -SE SEC 36 0 uj :E LLJ < uj_ -SCV- SET TEUPKNE CO. XCEL EMEPCY CIMSTRIBUTIC41 IT NE-INvvFCEPC SEC 2 00000 '0 c RUCTION PROJECT NUMBER JPS&E SHEET NO:4. it 11,7 PROJECT NUMBER 1559--08-22 PS&E SHEEI NO: 11. 11 E I oic", 1 ',5'20�22 559cl() 7. d�,n IT Ylly 2G01"l G'I C wISOOT/CADDS 5IIEET 75 CT N�11� :1 G00, ��O I T:T, - - ------------ In S4 opt R v C�\ Cl c C", OUTTYL4NIJ PONER, L PE INTERCEPT J_E TRAVERSE LUCPT&K7 'n 4 T c pp* 'p, 7 'PO 1p 177 V7 47/r - % X one h,?c tJ 0 co J �77 4tr7 SO- Eut cb --I I RhAND 4 OFE�ATIVE SOVERSET TELEPHCN� Co IERCEPT IT '01 CAUTION AK I I " I , / Xil6l IS PLAT IS FOR ILLUSTRATIVE PURPOSES THIS ONLY. E/!DEEDS MUST BE CHECKED 0 PROPERTY -'BOUNDARIES BOUNDARIES 1� to TO DETERMINE b- �o NOT 'REARING CONVERSION AND GRID' CONVERSION" NOTE BEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES o MINUTES 0 SECONDS BEING GRID NORTH, PLAT 1�lcl DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED�- SC N% 1,0 0f.1- T GRID LENGTHS BY MULTIPLYING DISTANCES BY 0.999905 R�VI5111T DATE DATE 6 24-99 DCALE, FEET �T I'll- J MID H W Y: S.T.H. 35 CONSTRUCTION PROJECT NUMBER IPS&E SHEET 1\40: 4. '0' 0 1-2 E 0 . rE10 770_� 1559-08-2EI 4 2 0,, 00C',�3 P2 �'K),`�T 15 5 04 C, r _ �q /e CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES BE CHECKED TO DETERMINE PROPERTY BOUNDARIES CA Z NOTE: "'BEARING CONVERSION AND GRID CONVERSION" Z 20 ' -�f '�/ /'/` '{�j PLAT BEARINGS ARE ORIENTATED TO THE VIISCONSIN nx Qp i3 `� ' ,( / COORDINATE SYSTEM -(CENTRAL 26NE1 WITH O DEGREES ® ✓'F,.� f �.� O MINUTES 0 SECONDS BEING GRID NORTH. PLAT MATCH LINE cs ,/ • ! T -�_y DISTANCES ARE ,G OU D LENGTHS AND CAN BE CONVERTED C—SHE 1 Q C,o4`r-fit._/ ` ^'� TO GRID ELENGTHSRBY NMUL.TIPLYINGA DISTANCES BY N —SEE S #EET c Zm Rry m NOTE: �mm z FJ // / p o THIS POINT TRADITIONALLY HAS BEEN USED pp "'" / ' AS THE SOUTH QUARTER HAS OF SECTION-' z�I `� co'^ - THIRTY ONE t311 A5 AGREED TO BY THE ST. CROIX `"I+ p ^-=" ' COUNTY LAND._ SURVEYOR ` "' ' p"!c E4LftGIES ,�'� iy TO ,. BAN t I q 1 W A - - RiEUTIC4H_ !`T Uylgf 5CL;RSEI IEC&PNG`:e xCEI tPII57 / 0 >M a E e v (r ,• M1 ILyti I Iv.. _ // r.0 zcn ( I,Ifr �enfE,� g „ I " 6/ 1 LLQ^?i s pro X c�c G „ r cn VER, C yL� Y"l K / r H f , ON) wPr* xa E m.- I° 'r! _ % r ✓v f. XCEL E6 nGY ! SCI!_RSEv,7EtEFF`CSE CO. I "' Sh�I,rR4VEpS[ '(h KA (L7ISTIS7RIEUdICY) �. 4 [n <EE'. TNAVFRSE _ 10 El��, , i ,ac P$ Ci e 7 L60eEA5EA 2 � 0'7 �CfTic"ckSF4 �r iGC TRp FS Q'7 T.i. k.., E SES; Ir, 1 I / / ,/r.• CCf14iPLQYIC'[ T.I."' l i' SLCC It7 EP7 .1 rc 7E °6 dCre.67 9,6 Via,. '— t Rf E Y ('C ES.cc 154 z - (NSTRIEUTWc) ' MATCH'LINE SEE" 4 .14 /®-. U visa! acre once 6 ?9 9B Fie.r cr V1Y: S.'1.Yd. 3 CO�USTi tJC1ION PROJECT NUMBER PS"&E SHEET NO: 4° 155�J--CH-`2G 13 s CGCfIVFY;`;T.C:F2C11X STATE' R✓�`t PROJECT NEJ,IBEP. PS&E SHFi.T fvC7:4. E ,,, C ,.., r r ar c 0 7 0 U� Fn PO / k r w •_FCC ,. -,.., 'r to iGP!i, t. ,�,.h.t7yn 7 il-h(hY"' .__ ,.. ,_. Rf6'. C•"'_' :. >' _- c'irna,a:�-.IXs< ._. _c "20n. .. W:.. 0 UO .. fi C,CYC6 5 Efr'T 75 xUi Hs.RCviFl�eS.=5po _ �p IS�FYCtltPF I7 t MATCH LINE � r0 SEE s�+� .13 Olt 1 LY DR 4 �.In w ORrn .._iil SCLFR.EI TELEPHC:E CO. m p ''• , Tj. ,Q ( " F R R ,� MlSiRIEUTIC t PGY C=.7 �O - 58 E� f / •� 'tDISi2 FCY} _ ,r SETRAVERSE [ � E CG9STRUCIICCU T.I. ..�G AM IlW_ p' O� •' THIS PLAT ,IS FOR ,ILLUSTRATIVE PURPOSES p~ --`-- ONLY. DEEDS MUST BE CHECKED TO DETERMINE. PROPERTY BOUNDARIES o. z c ( fu \ p .� m h3 - FEuat"+InG 3 — n p '� 'pNOTE "BEARING CONVERSION AND GRID CONVERSION:, - C? . O d "t.` SLCFF[ INTERCEPT 5 T. ,.,,.� E'. pLCGFCA, �{•,�� PLAT BEAR ARE ORIENTATED 'TO THE VlISCONSIN '�\ ..y.'` .-{ y� COORDINATE SYSTEM (CENTRAL ZONE) WITH O DEGREES o O MINUTES O SECONDS BEING GRID NORTH. PLAT j O { / DISTANCES ARE GROUND LENGTHS'. AND CAN BE &PNC `. •ffi / �'`''< Rib LENGTHS i3Y MULTIPLYING ; tf 23 . ` t • '- f `V w .i Y .. SLGFE INTERCEPT CONVERTED TO"G f DRIVEWAY T.1 f STANCES �B 99405 � h ' LCCPEAtrS M S CP zv fiSE } v% . ?p CC STRLCTIC4 T.I t 4 jq. .IIG`C? p XCEL ENERGY ( { �-� NII9TRIEitTI6NI {.':( O a 4 i <'114,f r" •, w �'� CRSVFkAY'T.7. ' / / u .� � •� � �of ���,TIP - I � � ��� � � I p �f O , w %? .p SEE TR VcRc_E p T ` OC 6A �4 07 . YPLEt�REE CO f { na > 3 Q , { � f f p a - 6 t Co.STRUCTiCN TA. I :f z / U) a 27 OR�•� m` o mm ` 0 Z .,:. �" �. �, Gi _.. In XCEL ENERGY • I,ro.''{ CCti>iRtKGbIQ.`I T.I. 0r ' CCv9TRUCFIRN T.I. /�' fi w ITT(GI,,TRIEIIT IO`1➢ `f O MATCH L.TNC �p f � .� CA M T'3iA SEE SHEET 4 i . a O V y E I cE 7F„PL ' SLATE Tt1TERC6RC •..6 I n f StCPE SN4ERCEPf t .+� pj' c / ,',-,} SLC ., INdERG_Ft //. �'SQu.RIE6 TELE FG.'E C0: 1CC71 r:G";pt taI 4 S G E _ f A/ 1 "--II#T6RCePt n aevisor+UaxE DnTE 6-24-9 sc�4F. vEer Nt`IYC S.T. I. 35 C STRCICTION PRJJIEECT NUMBER F'"`ajES HEET EE001, w oa ..a> < zcT a. as+D F'acTcrP U.9999C7r; °�`_...._= .,.ao E;(7lJNTY: ST. CRC)IX STATE Fi/w"d PROJECT NUMBER 15�.�9--CJ€:-22 PSPiE'E`T NI4 E r��[ �• ' .+Lh tS. =`.,1PLI ILI 7:i5°CAf))a (' o.,, c 1. . r.S_ 15, i18IZ .1 n9 0.1G 17'.YIaY FUC. coo ,S c:e eme 11 G •.a:=_: c c,,^�e,rcr rc�s^ „er. E 2t16.GU00��.'1..g00 ODO Vo$UOT/CADDS SHEET 75 r ti Zj G� seUcasaiiT.t. ( �� m /` �, M 27 P 6 cn z c z c m ED l CC"SPRUCiICH a.L / /, ,/� x cL. F'-.GT - ;r ' CC9SiFCCaIC.`t T.I. , /" ! �? to ORS7 L UTICYI Ch MATCH LINE 10 G) m % SEE SHEET 4 , 14 - tLCPE I`l7EA E?Ta gg uXy ._E `^ �E ,< <t E ,�`L� T - F veE / 4Po SNiERCr7T V LCCFt , `S�V-R G6 TELEPBC m '4�[I SLCFE iR7EPCEPT \� O r f —SLCPE :r+IflaeeP \m / `� -u PC DX75 PT TiYKT 21, / _ 1 ' rr, SE, RED MRCU .10 207 i END RELOCATION ORDER j XCEL ePEFG'r, `"� ' ` �! i f0LS2RIBUFiq df -- ®a'OS'1 E ( r a'^' t o ,. N 4d11!" 6I7 r f t-6 n, _ + c `^ AND fSRO FEET -•,.^ ,' A iOH TH I }3 Ca P C's WZI E �-•o �' °I Dr, .>! 1 r2JX , x .x3 FEET NCriFH A L? AEi I P Q oo a . _ �b � ' 7CS7 0, kE SULPIN tr T DUArtF /41 9 - 4+ �'' CORNER Or SLCiILt^Y 3`' T-31-N P-.1Li-7t.'..-� Af�. UTgR& Id SEE RELOCATION_ _ORDER __ --- 155x1-4 0-8-Z3 TO CONTINUE 144 STREET — —. ` , se c sa I 6Zeg0l18 7 qo, � '. m CAUTION t 0 r.. '- 0) SCISRSET TELEPHG"$ CO. ` 4^ ..' —.. u g -I "' THIS PLAT I FOR ILLUSTRATIVE PURPOSES w u o z { ro ONLY. DEEDSMUST�BEUCHECKED m, _ TO DETERMINE PROPERTY BOUNDARIES NOTE: "BEARING 'CONVERSION AND GRID CONVERSION" ':PLAT BEARINGS ARE ORIENTATED TO THE YlISC UNSIN COORDINATE SYSTEM (CENTRAL ZONE) WITH O DEGREES O MINUTES' O SECONDS BEING GRID NORTH. PLAT —� s6i9S t�¢H me'µ DISTANCES ARE GROUND LENGTHS AND CAN 6E CONVERTED TO GRID LENGTHS BY MULTIPLYING DISTANCES 6Y t p ,( EEE!llppp a.BassaS Y I 1 — •f w e !r r ,s a , . r v,S ur+ DATE DARE 24 98 SCALE.FEET HWY: S.T.H. 3 i CONSTR C'7 rION PROJECT NUMBER PS&E SHE E=T NO: 4. t 3 t"D -OI ``1,C'U 03 t;.C'.. C� -(S H.C. ti, 1 10 1c _ 6� 1 04 Nr C. c�s r:U GRID FACTOR 0.99990F, `�. =--- - O° COUNTY: S'F. CROIX SATE 2/7 PROJECT RU63FR 1559 -08-21 F c &E SHEET N0: A. 15 E c��?,S4L1., IZ ,�>.: kCl, .:;yv ,-nr �•. . 1V F.'. ,06-.. I,5.5& ^, a-U: r A.g:: n or„^c, Usr a..oT ?;11 .15T dLC¢1.(JOvuJ6 VgSDOT/CAEDOD SHEET 75 7 2 i a _1171_ 7— is ,, —M, T T�—,F 7, —77 WR -77-- -1 ni_3-3 777,_C�i_n_ 7� 2a7 _14 12 CA S 'fiCC I2 E IC 377 T 7FC-, - 2 —�r, D REVISION DATE ' DATE 6-24-98 111 1 HWY: S.T.H. 35 CONSTRUCTION PROJECT NUMBER JPS&E SHEET NO: 1 3 CM 1 -1, 0 N�r_ 5 30-03 NXC, M-111i A.O. ill A Ill ''1 11 11 NOT TO SCALE -08-22 JP J" M co NJ, N,,:i po 03 lz,c, 5,1� "� C, &E SHEET N.C. G 4-0e, N.C. COUNTY: ST. C"" STATE R/W PROJECT NUMBER 155T 2 :N:O:':4 :IE6�E �j �2,�P � ��ILTC�T�',tCAQDS`T l WISE)OT/CADDS SHEET 70 OWE 111R,45E 127413WE D"', unwj 0, 11 N IrVIL3 OP"AES'p- 1192A�I F, N3 N ANSAXIE Un"%VC T", 272' 1-1,0 5 loss CIA" F. 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