The URL can be used to link to this page

Home My WebLink About2019 8940-00-14.pdfRIGHT-OF-WAY PLAT COUNTY TRUNK I 11GHWAY GG" (140TH STREET TO 150TH STREET) CONVENTIONAL SYMBOLS PUBLIC LAND SURVEY SYSTEM CORNER FOUND AND MONUMENTED AS LABELED 1-5/16" DIAMETER X 18" IRON PIPE SET, WEIGHING 1.68 LBS. PER LINEAR FOOT 1" DIAMETER STEEL "SURVEY MARK" NAIL SET IN ASPHALT 1-5/16" DIAMETER IRON PIPE FOUND,. UNLESS OTHERWISE NOTED 2-3/8" DIAMETER IRON PIPE FOUND RIGHT-OF-WAY POINT NUMBER PREVIOUS HIGHWAY RIGHT-OF-WAY RECORD QUARTER SECTION OR QUARTER -QUARTER - SECTION LINE AS LABELED HIGHWAY CENTERLINE ALIGNMENT WITH o STATION VALUE + MUNICIPAL OR JURISDICTIONAL BOUNDARY EXISTING PROPERTY LINE PL EXISTING HIGHWAY/ROAD RIGHT-OF-WAY PROPOSED HIGHWAY/ROAD RIGHT-OF-WAY PROPOSED/DESIGNED SLOPE INTERCEPT — — — — — — — PROPOSED FEE RIGHT-OF-WAY (HATCHING VARIES BY LANDOWNER) TEMPORARY LIMITED EASEMENT TLE PROPOSED TEMORARY LIMITED EASEMENT (AREA AND PURPOSE AS LABELED) INDEXED LANDOWNER INTEREST 1 Q INDEXED UTILITY OWNER INTEREST 2rj CERTIFIED SURVEY MAP C.S.M. DENOTES ST. CROIX COUNTY COORDINATE Y 392000.0000 VALUE (Y: NORTHING AND X: EASTING) X 573000.0000 DENOTES CENTERLINE CL DENOTES POINT OF INTERSECTION PI DENOTES POINT OF CURVATURE PC DENOTES POINT OF TANGENCY PT DENOTES POINT ON CURVE POC DENOTES POINT ON TANGENT POT DENOTES DEGREE OF CURVE (ARC DEFINITION) D DENOTES RADIUS LENGTH R DENOTES CENTRAL ANGLE A DENOTES CHORD BEARING CB DENOTES CHORD LENGTH C DENOTES ARC LENGTH A TANGENT BEARING INTO CURVE TAN IN TANGENT BEARING OUT OF CURVE TAN OUT EXISTING LIGHT POLE XXLIP EXISTING ELECTRICAL POWER POLE OPP EXISTING GUY ANCHOR C__� EXISTING OVERHEAD ELECTRIC LINE off EXISTING UNDERGROUND ELECTRIC LINE E EXISTING UTILITY JUNCTION BOX EXISTING UNDERGROUND TELEPHONE LINE T EXISTING UNDERGROUND FIBER-OPTIC LINE Pa EXISTING UNDERGROUND TELEVISION LINE - EXISTING UNDERGROUND GAS LINE - c EXISTING MANHOLE OMH EXISTING SANITARY SEWER —SAN EXISTING STORM WATER SEWER SS EXISTING STORM WATER CATCH BASIN! mce EXISTING WATER MAIN w+ EXISTING WATER HYDRANT ¢_HYD EXISTING PUBLIC ROAD OR STREET SIGN COMPENSABLE UTILITY JUNCTION BOX ■ COMPENSABLE ELECTRICAL POWER POLE *PP T31 N T30N STA 8+51.63 Y 392123.2100 X 572801.4368 (1325.4720 FEET NORTH AND 166.7101 FEET WEST OF THE SOUTHWEST CORNER OF SECTION 1-30-18) PLAT NOTES HORIZONTAL POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN, ST. CROIX COUNTY COORDINATES, NAD83 (1991), IN U.S. SURVEY FEET. VALUES ARE GRID COORDINATES, GRID BEARINGS AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES. RIGHT-OF-WAY MONUMENTS FOUND OR PLACED ARE DENOTED IN THE CONVENTIONAL SYMBOLS AND MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PLAT. RIGHT-OF-WAY MONUMENTS PLACED SHALL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT. RIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS, REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM, AS MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PLAT. PROPERTY LINES SHOWN ON THIS PLAT ARE DRAWN FROM DATA DERIVED FROM PLATS, MAPS AND DOCUMENTS OF PUBLIC RECORD. EXISTING HIGHWAY RIGHT-OF-WAY AND ALIGNMENT AS SHOWN ON THIS PLAT IS BASED ON THE FOLLOWING: - '1957' HIGHWAY CONVEYANCES FROM ST. CROIX COUNTY HIGHWAY PROJECT 57-GG - '1960' HIGHWAY CONVEYANCE FROM ST. CROIX COUNTY HIGHWAY PROJECT 60-GG-1 '1989' HIGHWAY CONVEYANCES, DIMENSIONED RIGHT-OF-WAY PLANS AND FOUND MONUMENTS, FROM ST. CROIX COUNTY HIGHWAY PROJECT 85-GG-1 - THE COMPILATION OF RECORDED PLATS, RECORDED CERTIFIED SURVEY MAPS AND FILED MAPS OF SURVEY IN ST. CROIX COUNTY VERIFIED WITH THE EXISTING AND TRAVELED CENTERLINE OF COUNTY TRUNK HIGHWAY "GC A TEMPORARY LIMITED EASEMENT (TLE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREON, INCLUDING THE RIGHT TO OPERATE NECESSARY EQUIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REQUIRED FOR SUCH PUBLIC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE. ALL TEMPORARY LIMITED EASEMENTS EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS INSTRUMENT IS GIVEN. DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE EXISTING CENTERLINE ALIGNMENT, AS SHOWN ON THIS PLAT. LOCATION SKETCH � I� DENOTES CITY OF NEW RICHMOND STATE TRUNK HIGHWAY "64" 34 TOWN OF STANTON r 1-7 U) G �S RAILROAD 0 0 HIGHWAY "GG" END F STA 66+03.46 (445.5789 ��// R nFR X 5783660=9 CORNER OFSS w w Of V) 0 w AND 115.0479 SOUTHEAST 1-30-18) AVENUE uj L 7_ uj N 0 165TH v~i _ 9 12 _ AVENUE _ I_ Q o 0 w 160TH AVENUE Y 160TH AVENUE z Z Q O 157TH AVENUE 1 U Z z 16 � w 0 w 18v17 LL. 4 13O 0O O � F- O F— COUNTY TRUNK HIGHWAY "G" n LENGTH OF PROJECT CENTERLINE= 5751.83 FEET OR 1.089 MILES ST. CROIX COUNTY STATE OF WISCONSIN 07/17/19: ADDED CITY OF NEW RICHMOND AS LAND AND UTILITY INTEREST ON SHEET 4.02. UNDERGROUND ELECTRIC ON SHEETS 4.03 AND 4.04 LABELED "CITY OF NEW RICHMOND UTILITIES". 12/26/19: CHANGED LAND INTEREST FOR PARCEL 10 ON SHEETS 4.02 AND 4.04, FROM FEE TO TEMPORARY LIMITED EASEMENT. CHANGED RIGHT-OF-WAY BOUNDARY AND INVERSE TABLES ON SHEETS 4.03 AND 4.04, TO EXCLUDE THE ABOVE PARCEL 10 FEE INTEREST. REMOVED (SHEET 4.04) "RELEASE OF RIGHTS" FROM FROM UTILITY INTERESTS 24 AND 27, WITHIN SCHEDULE OF LAND INTERESTS. RIGHT-OF-WAY PLAT COUNTY TRUNK I 11GHWAY GG" (140TH STREET TO 150TH STREET) NOTE: OWNER'S NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY AND ARE SUBJECT TO CHANGE PIOR TO THE TRANSFER OF LAND INTERESTS TO THE COUNTY. SCHEDULE OF LAND INTERESTS PARCEL NUMBER SHEET NUMBER OWNER(S) INTEREST REQUIRED RIGHT-OF-WAY REQUIRED TEMPORARY LIMITED EASEMENT NEW R/W EXISTING R/W TOTAL R/W 1 4.03 GLENDETTA A. POWERS REVOCABLE LIVING TRUST FEE 0.02 ACRES 0.09 ACRES 0.11 ACRES 2 4.03 TODD L. ANDERSON AND KIM D. OLIEN TLE 0.003 ACRES 3 4.03 RYAN L. AND MICHELLE C. CARLSON FEE & TLE 0.10 ACRES 0.23 ACRES 0.33 ACRES 0.003 ACRES 4 4.03 LAWRENCE J. AND DAWN A. PALAZZO FEE 0.10 ACRES 0.23 ACRES 0.33 ACRES 5 4.03 MARGARET J. HAMBLE FEE 0.10 ACRES 0.23 ACRES 0.33 ACRES 6 4.03 MATTHEW AND KATHLEEN J. BINFORD FEE 0.10 ACRES 0.23 ACRES 0.33 ACRES 7 4.03 DENNIS K. EARLEY TLE 0.04 ACRES 8 4.03 TERRY A. AND SHERYL J. NASER FEE & TLE 0.02 ACRES 0.32 ACRES 0.34 ACRES 0.17 ACRES 9 4.03 JOHN H. AND JOAN M. JACOBSON TLE 0.06 ACRES 10 4.04 AMANDA ENGLUND TLE 0.07 ACRES 12 4.04 SCOTT E. AND MARY J. HANSEN TLE 0.01 ACRES 14 4.04 BILLIE JO BRIESE FEE & TLE 0.02 ACRES 0.01 ACRES 15 4.05 PATRICK J. AND LISA A. EARLEY FEE & TLE 0.05 ACRES 0.26 ACRES 0.31 ACRES 0.05 ACRES 16 4.05 ELMER AND MABEL EARLEY ESTATE TLE 0.06 ACRES 17 4.06 JOHN A. AND LORI A. SCHMELTER TLE 0.01 ACRES 18 4.06 CHARLES R. AND SUSAN K. SERSEN TLE 0.02 ACRES 19 4.06 LYNN T., JR. AND NILA M. FORREST FEE 0.15 ACRES 2.63 ACRES 2.78 ACRES 20 4.06 SHANNON M. MATTISON FEE 0.07 ACRES 21 4.06 ELLEN GUILD FEE 0.03 ACRES 22 4.06 ADAM R. AND STEPHANIE M. KAHLER FEE 0.32 ACRES 0.01 ACRES 0.33 ACRES 23 4.06 DAVID STEEL FEE 0.02 ACRES 0.11 ACRES 0.13 ACRES 24 4.03 & 4.06 FRONTIER NORTH, INC. D/B/A FRONTIER COMMUNICATIONS RELEASE OF RIGHTS 25 4.03 & 4.04 NORTHERN STATES POWER COMPANY D/B/A/ XCEL ENERGY RELEASE OF RIGHTS 26 4.03 & 4.04 NORTHWEST COMMUNITY COMMUNICATIONS, INC. D/B/A NORTHWEST COMMUNICATIONS RELEASE OF RIGHTS 27 4.06 ST. CROIX ELECTRIC COOPERATIVE RELEASE OF RIGHTS 28 4.03 CITY OF NEW RICHMOND TLE 0.31 ACRES 29 4.03 & 4.04 CITY OF NEW RICHMOND UTILITIES RELEASE OF RIGHTS PROJECT NUMBER: 8940-00-14 HIGHWAY: C.T.H. "GG" ST. CR OI X COUNTY, WI SCON SI N SCHEDULE OF LANDS AND INTERESTS DATE: 12-26-2019 SHEET 4.02 E OF WAY PLAT 0-\30/1,RIGHT Y 393436.28111" DIAMETER STEEL X 572947.5048"SURVEY MARK" NAIL FOUND NE1 /4-SE1 /4-SEC. 2-T30N-R18W ,1976' BLANKET RIGHT-OF-WAY EASEMENT ACROSS THE NE1/4 OF THE SE1/4 TO ST. CROIX COUNTY ELECTRIC COOPERATIVE DOC. NO. 369393 TOWN OF RICHMOND of �� LOT 2 C.S.M. _VOL_ 5, PG_ 1202 l LAWRENCE B. SUENNEN coI z �I ~lo XCEL ENERGY ~I u ) of €'1982' 49.5' RIGHT-OF-WAY PER CERTIFIED SURVEY y� v� MAP VOL. 5, PG. 1202, DOC. NO. 3794751 o ,6 z O POT 8+51.63 x o' w Y 392123.2100 X 572801.4368 BEGIN RELOCATION_ _ ORDER _ T -OH PP I I O M 0) N O O z L- V) w F �CB wI W w Lo Z) �I L LI w li r w z� Z cn O U cn u):� z w- Q ^_ J � I� (1000 H- Q z z O V w Oz =o v) 0:� (/')O z0 O U H >- O Z O J U Q �x O O N 0_ U O� = cn N z NI N _ �I o "t z � OI cn LOT 5 C.S.M. VOL. 9, PG. 2504 Z c6 �I TODD L. ANDERSON & KIM D. OLIEN qj,a_ 0^ o, 3 n 33° 00 Ln0 N a + pa _ w w F_ 4 o 0 00 (n O I €'1992' 50' RIGHT-OF-WAY PER CERTIFIED SURVEY w w N op N MAP VOL. 9, PG. 2504, DOC. NO. 485435� a C140 I� Z I O- M D 1 W 1Lo '1990' 16.5• UTILITY EASEMENT TO ST. CROIX o 00 No , I� I J 00 I p TELEPHONE COMPANY DOC. NO. 455921 + w + o w+ + CB n I �11 --- ---- w CNrn T G S89°33'41 "E 249 55' LO ��Fo J 00 S89°40'29"E 156.35' fS89'40'29"E „7s g 107. 8' �Fo LOT LINE s CB Tv T„ op I.: cn 17.00 O - - - - - \ o PI 10+07.98 _ - - - Lo --CL ® 1 /4 SEC. LINE M Y 392122.3221 COUNTY , X 572957.7843 - - 0 O M r� S89°40'29"E 9+36.08F -- "" 0 33 SR> � 29 po �RS%j9�m M p 1106 = PP � d' o +o GLENDETTA A. POWERS REVOCABLE I 30, J 33' LIVING TRUST �� 11, o =1 z W UJ UNPLATTED LANDS Z� U O O (D K cl N N mj �o •1976' BLANKET RIGHT-OF-WAY EASEMENT ACROSS QI z v THE SE1/4 OF THE SE1/4 TO ST. CROIX COUNTY w ol U r z o ELECTRIC COOPERATIVE DOC. NO. 369463 JI rl N - - - - - - - - - - - z tz N NI OI n - --------CN �oi1�l3�� I �N NSE1/4-SE1/4-SEC. 2-T30N-R18W L ---------- -�� TOWN OF RICHMOND Z . o N COUNTY TRUNK (140TH STREET TO 1 INVERSE FOR FEE PARCELS 3, 4, 5, 6, 8 & 14 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1177 392089.3192 572958.0425 N00'26'54"W 33.00' 568 392122.3221 572957.7843 N00'26'54"W 50.01' 1178 392172.3266 572957.3931 S89'33'41 "E 33.00, 1100 392172.0739 572990.3961 S89'33'41 "E 249.55' 1101 392170.1636 573239.9390 S00'23'00"E 0. 50' 1109 392169.6636 573239.9423 S89'33'41 "E 1039.81' 1188 392161.7037 574279.7210 S00'22'33"E 16.50' 1189 392145.2024 574279.8292 S89'33'41 "E 266.25' 579 392143.1642 574546.0734 N00'18'14"W 16.50' 580 392159.6654 574545.9859 S89'33'41 "E 1056.09' 585 392151.5809 575602.0436 S00'18'14"E 49.50' 1146 392102.0775 575602.3061 S00'18'14"E 99.57' 1151 392002.5092 575602.8340 HIGHWAY 50TH STREET) POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1151 392002.5092 575602.8340 S89'41'46"W 66.00' 1148 392002.1593 575536.8349 N36'12'20"W 57.76' 1147 392048.7657 575502.7173 N89'34'45"W 780.00' 1169 392054.4927 574722.7439 N00'22'33"W 4.82' 1168 392059.3096 574722.7123 N89'33'41 "W 442.35' 578 392062.6959 574280.3705 N00'22'33"W 16.50' 577 392079.1972 574280.2623 N89'33'41 "W 617.75' 1114 392083.9261 573662.5312 S00'26'19"W 16.50' 1115 392067.4266 573662.4049 N89'33'41 "W 50.00' 1116 392067.8093 573612.4064 N00'26'19"E 16.50' 1117 392084.3089 573612.5327 N89'33'41 "W 621.51' 567 392089.0665 572991.0455 N89'33'41 "W 33.00' 1177 392089.3192 572958.0425 NW1 /4-SW1 /4-SEC. 1-T30N-R18W TOWN OF RICHMOND '1976' BLANKET RIGHT-OF-WAY EASEMENT ACROSS THE NW1 4 OF THE SW1 4 TO I. CROIX COUNTY ELECTRIC COOPERATIVE DOC. NO. 336920 '1989' BLANKET EASEMENT ACROSS THE NW1 4 OF THE SW1 4 TO CITY UTILITIES, CITY OF NEW RICHMOND DOC. NO. 519011 C.S.M. VOL. 7, PG. 1819 LOT 1 LOT 2 RYAN L. & MICHELLE C. CARLSON LAWRENCE J. & DAWN A. PALAZZO '1990' 16.5' UTILITY EASEMENT TO ST. CROIX 24 1990' 16.5' UTILITY EASEMENT TO ST. CROIX FTELEPHONE COMPANY_DOC. N0. 455922 TELEPHONE COMPANY DOC. NO. 455923 25 FRONTIER COMMUNICATIONS 1 XCEL ENERGY to HIGHWAY_ HIGHWAY CENTERLINE S89°33'41"E 13 S89°33'41 "El 1039.81' Ln S89'33'41 "E 1039.81' "GG" LOT 3 MARGARET J. HAMBLE O "GG" LOT 4 MATTHEW & KATHLEEN J. BINFORD J Oo_ '1990' BLANKET EASEMENT ACROSS THE NORTH AND EAST MOST PART OF LOT 4 TO CITY UTILITIES, CITY OF NEW RICHMOND DOC. NO. 519011 '1990' 16.5' UTILITY EASEMENT TO ST. CROIX 24 '1990' 16.5' UTILITY EASEMENT TO ST. CROIX TELEPHONE. COMPANY DOC. N0. 455924 TELEPHONE COMPANY DOC. N0. 45 FO �N S89'33' 41 "E 1306.06' ito !n26 _ + 25 M UTILITIES N N kNA �J NORTHWEST COMMUNICATIONS r7 r n O r7 °r CITY OF NEW RICHMOND Lo OD + + NORTHWEST COMMUNICATIONS XCEL ENERGY , +M N89'33'41"W 1289.26' O SLOPE INTERCEPT M rv=Tv - - - - - - - - N89'33'41 "W 654.51 - - - pj E c r c -_,_--c-471-99' -- ;» G- _mac r�� ry - --- c _ c v �, ---------\---- -�----- (LAND TITLE REMNA_NT_) 28 CITY OF NEWr RI r �S00'42'33"E 26.06' 1s.50' _ _ _ - - - - _ - - - - - - 2� _Tv - ' " .c ' ry I N \ NORTHWEST COMMUNICATIONS _ I (EXISTING FRONTAGE ROAD) LOT LINE 15+13.82 TILE 0.04 ACRES 10+41.90 PL 1" PIPE PL 495 (GRADE MATCH N^AON89*33'4 � 50.00 �� w =" w x XCEL ENERGY Ss.24' 26 N89'35'01 "W 472.11' PL 1" PIPE PL 15+14.01 U1 W _ \ K U TILE 0.28 ACRES (GR DE AND DRIVE MATCH) 59.06' a a + + 26 29 a Nm O (D O C5 0 W r ¢ GARAGE DECK w cr - J 0 a HOUSE a ul 0 W \ of HOUSE HOUSE x HOUSE 0) STEPHEN B. & O7 0 TERRY A. & SHERYL J. NASER o BEVERLY R. DAVID A. & a N N o 0 33' O'CONNELL HEIDI J. FOSTER J REBECCA K. MILLER DENNIS K. EARLEY o o LOT 1 C.S.M. VOL. 3, PG. 871 0 = a Z N\U SMALL TRACT SMALL TRACT SMALL TRACT SMALL TRACT A - - - - A - - - - - - - - - - (D LL_ w N GARAGE O Z HOUSE z \LL- Z 3:O 1 NORTHWEST COMMUNICATIONS-) SLOPE INTERCEPT TRUNK O + O H F U PIPE 1" PIPE TOWN OF RICHMOND 1•' PIPE CITY OF NEW RICHMOND INVERSE FOR FEE PARCEL 1 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1175 392022.3252 572958.5666 N00'26'54"W 100.00' 568 392122.3221 572957.7843 N89'40'29"W 107.98' 1176 392122.9353 572849.8060 S47'13'45"E 48.90' 1105 392089.7310 572885.7003 S47'13'45"E 53.98' 1106 392053.0757 572925.3250 S47'13'45"E 45.28' 1175 392022.3252 572958.5666 (,2- 3pl Y 390797.7380 1" DIAMETER STEEL X 572968.146911 "SURVEY MARK" NAIL FOUND ' 1 SCALE IN FEET 0 50 100 150 SW1 /4= SW1 /4=SEC. 1-T30N= R18W CITY OF NEW RICHMOND UNPLATTED LANDS RIGHT-OF-WAY NOTE: THE EXISTING RIGHT-OF-WAY AS SHOWN WAS ESTABLISHED 33 FEET DISTANT FROM THAT CENTERLINE ALIGNMENT PER, ST. CROIX COUNTY HIGHWAY PROJECT 85-GG-1. EXCEPT THAT RIGHT-OF-WAY PLATTED AT 50 FEET IN WIDTH, WITHIN CERTIFIED SURVEY MAP IN VOLUME 9, PAGE 2504. ANY PROPOSED RIGHT-OF-WAY ON THIS PLAT IS PARALLEL WITH AND AT THE SHOWN UNIFORM DISTANCE FROM SAID ALIGNMENT. O O N N J 0_ 23+29.58 49.5' 1188 S00°22'33"E 16.50'^ 118s O ------ 23+29.81 33' POT 23+30.28 CL +> 1/4-1/4 SEC. LINE W 41 E 3055.56 i UW (� W t' 29 UH aQ • as M� J Li a- W O O 0 Q W 0 W of F 0 28 1 O 0 0 0 z JOHN H. & JOAN M. zo =\0 JACOBSON = LOT 1 C.S.M. VOL. 4, PG. 938 C) U w Li- Z O HOUSE3.1 GARAGE W w'� 0 Z O LL ~ O c� U SHED Y 392112.1998 W X 574280.0458 V�_/� / 33' s77 J23+30.75 N00°22'33"W 16.50' Lw N 578 0 23+30.98 49.5' d,o d o� zQ �N O+ M N Q O �` I o' _j U ZI �wUJI � awl J �_ Z F O Q I-__ .� U w Z J U w O7 I r� N N 0 O Z PROJECTNUMBER: 8940-00-14 HIGHWAY: C.T.H. "GG" ST. CROIX COUNTY, WI SCON SI N DETAIL SHEET DATE: 12-26-2019 SHEET 4.03 E w Z J U W N \ I M N N 0 0 Z W W w W Zn� U5D z: CO 0 U ui (n � Z W - 0_ Q ^_ H- Z_ 0 N 00 0 F-Q z z o� w Z H- 3:¢ Oz =o 0of v7 0 Z O 00 H H N Z O D O J U F- X zo 0� N_ U 0_ 0E-: = 0 RIGHT-OF-WAY PLAT COUNTY TRUNK I 11GHWAY (140TH STREET TO 150TH STREET) \ U)w W U H Q L� r 0 j Z \ O U W Z Q w� �0_ w _ O_ r- Ld w a,Ld O 0_ Ln W O 0- H- 0 NO Q wr w� F I 00 I wi N N 33' 33' NE1 /4-SW1 /4-SEC. 1-T30N-R18W TOWN OF RICHMOND RIGHT-OF-WAY NOTE: "GG" THE EXISTING RIGHT-OF-WAY AS SHOWN WAS ESTABLISHED FROM THOSE '1957' HIGHWAY CONVEYANCES, PARALLELING THE CENTERLINE ALIGNMENT PER, ST. CROIX COUNTY HIGHWAY PROJECT 85-GG-1. EXCEPT THAT RIGHT-OF-WAY AS DEDICATED WITHIN THE PLAT OF PENINSULA HEIGHTS. ANY PROPOSED RIGHT-OF-WAY ON THIS PLAT IS PARALLEL WITH AND AT THE SHOWN UNIFORM DISTANCE FROM SAID ALIGNMENT. Y 396169.7980 1" DIAMETER STEEL X 575580.7390 1 "SURVEY MARK" NAIL FOUND I 1 00 '1990' 10' RIGHT-OF-WAY EASEMENT ADJACENT TO ALL PUBLIC STREETS OF WILLOW RIVER MEADOWS To ST. CROIX COUNTY ELECTRIC COOPERATIVE DOC. NO. 463916 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -00 0 w � F-1 o ILu ICI PLAT OF WILLOW RIVER MEADOWS - - - - - - - - - - - - - - HOUSE N N I N LHOUSE _ w GARAGE N I N a LOT 1 C.S.M. VOL. 8, PG. 2188 Z = HOUSE GARAGE O O O GARAGE - - - - - - - - - - - - - J� z �I o LOT 31 LOT 33 AMANDA ENGLUND Nv LOT 2 �I - - - LOT 32 - - - w W GREGORY A. & BECKY J. HERMANSEN a SCOTT E. & MARY J. HANSEN RICHARD A. & SHERRY L. HINZ Z j LO FRANK & DENISE L. ARRE ,D' ,D' J 0 1 0 1056' (64 Rods) 12 '1990' 16.5' UTILITY EASEMENT TO ST. CROIX p €'1957' HIGHWAY CONVEYANCE FROM SCHMIDT TELEPHONE COMPANY DOC. NO. 455926 N PORCH - - - - - - - - - - w � _ FRONTIER COMMUNICATIONS O I g O TO ST. CROIX COUNTY DOC. N0. 253276 a a Q . '1977' 10' X 230' RIGHT-OF-WAY + 00 10' UTILITY EASEMENT PER WILLOW RIVER MEADOWS 00 00 1990' 16.5' UTILITY EASEMENT TO ST. CROIX TELEPHONE COMPANY DOC. No. 455926 0 EASEMENT TO ST. CROIX COUNTY 27 ° - - - - - - - - - - - - - - - - - - - - - w 10' UTILITY EASEMENT PER WILLOW RIVER _MEADOWS _ _ _ - - - - - c u7 Z --- o> ul Q ELECTRIC COOPERATIVE DOC_NO_344323 N-- OA o Lu o 0 -� -N- -� 23+29.58 49.5' + � TILE 0.07 ACRES 0) O - - - - - 00 E - - - - - - - - bo N rn M LO w 00 00 O r� O r- � O W 0 Z J W Z O_ 00 ~ U 0 Z_ LLI r i 019 0 Ld W z 0 m 1188 _ (GRADE AND DRIVE MATCH + �' F0 F0 w _ F° S89°33 41 E 1056.09 M M I 585 36+51.94 ) - PP _ N - -Fo- -° 49.5 PP _ 754.05' /� S00°22'33"E 16.50' - Fo - �3 o� F° _Fo _ _ _ F° O S8 3 �E�66-2}5�F F0 RIGHT-OF-WAY_PER PLAT OF WILLOW / \ PP - - - °H PP - i -0H 1189 - - OH �- O f ff f L(•� 1306.06- - - - _ _23G - - - - - - ry ry - off ri /- 4 S00°18 14 E 16.50 ' - - - - - - RIVER MEADOWS Lo- - ST. CROIX ELECTRIC) \ - - - - - PP ry 23+29.81 33 S89.33'41 "E \- CO COOPERATIVE - U NORTHWEST COMMUNICATIONS - - - - - RIGHTF-WAY SHOWN ON 0o PORTION OF LOT 1 SUBJECT o� `n - - - -'� sss 36+52.15 M C.S.M. VOL. 8, PG. 2188 Y 392108.1068 a; o , POT 23+30.28 CL 24 p cp;� TO PREVIOUS '1957' HIGHWAY X 574814.7108 SLOPE INTERCEPT 0 0 33 0 ro H �- 3 1 E 3055.56 -► r7 CONVEYANCE HIGHWAY CENTERLINE S89°33 41 E 1322.30 POT 36+52.58 CL Lij 1/4-1/4 SEC. LINE POT 28+64.96 CL-CL � �� Y 392112.1998 0 0 X 574280.0458 + CITY OF NEW RICHMOND + N+ COON I 1 + 0 TRUNK 0 0 0 00 » �� 0 0 M 1148 ® 1/4 SEC. LINE W N UTILITIES N N N OD rn o HIGHWAY+ + GG_ + + + POT 36+19.58 CL-CL Y 392102.0775 = N N N M n Y 392102.3301 o X 575602.3061 (n f NORTHWEST COMMUNICATIONS l()� "' SLOPE INTERCEPT M M n M 23+30.75 33 of -CITY OF 577 / - - - - - - - - -�E �- - - - - - - �XCEL ENERGY UTILITIES NEW RICHMOND X 575569.3043 r� Ld..1 „ , - _ _ _ _ ry ° \ XCEL ENERGY Q 29 25 N NORTHWEST COMMUNICATIONS N00°2233 W 16.50 578 r� ry ° - ° ry ry ��_� /-c ------ �� N893341"W 1256.23'----------___---- x ---_- _� � O 4 • ro o) ui N00 23+30.98 49�5' N� ~ N89°33'41 "W PP 4 .35 1188 N-I N89�33'41 "W 813.88 ��/ ±� (FORMER R/W 9- -FE°SDI TANT-Ff�M CENTERL E - -G- - - - °' c 00 a� I L YL N89°34 45 W $0.00 DEDICATED HIGHWAY RIGHT-OF-WAY I ' rn w -$. TLE 0.01 ACRES - o- �1� �Q 33. d ST. CROIX ELECTRIC O\IP6 N ~ N89.34' TO (GRADE MATCH) +n � N I� g /Ln 0 _ K) 45 W 813.87 N m ,,, m 0 / CD 00 COOPERATIVE ON M + I I I I 10' DRAINAGE AND UTILITY EASEMENT PER PENINSULA HEIGHTS M� "� hX� �`�6�5� aN MICHAEL H. & ANGELA R. LANGER N N €'195, HIGHWAY CONVEYANCE FROM FAY BROTHERS, INC. I 14 p'1 '�s. b 26 Z� O TO ST. CROIX COUNTY DOC. N0. 253257 € 2000 DEDICATED RIGHT-OF-WAY PER PLAT OF PENINSULA HEIGHTS DOC. NO. 6312961 �N ti ti� I 1151 36+53.87 KEVIN T. & SUSAN R. McARDLE SMALL TRACT Z o � ,� n� �, W o N o 66. o' i N 99.56 BILLIE JO BRIESE ' o BLOCK 1 LOT 3 HOUSE hX� 1, rnZ S89• 46 WJ MH SMALL TRACT House GARAGE Nrj, - - - - - - HOUSE _ ADRIAN R. & ADRIAN R. & o0 DANIELLE N. OLSGARD J DANIELLE N. OLSGARD - - - - - - - 33' Q - - - - 33' HOUSE [:;AG]EO Z LOT 1 LOT 2 - - - - - - PL- - - - - - 10' DRAINAGE AND UTILITY EASEMENT PER PENINSULA HEIGHTS - - - 233.6' 2os.71' z � PLAT OF PENINSULA HEIGHTS_ 0�0 CITY OF NEW RICHMOND I EMILY A. & RYAN F. DOBLE Z 0 ------ _ LOT 4 / �Q CL CURVE 3 N 3 A= 48.13'06" o O w CB= N23.48'19"E > Q / � Z C= 326.78' Q/ _ P� TAN IN6.6N47.54'52"E SE1 /4-SW1 /4-SEC 1-T30N-R18W JOSEPH A. JOHNSON \ TAN our= Noo•18'14p w \---------=-------- LOT 5 / z O i M H O Z INVERSE FOR FEE PARCELS 3, 4, 5, 6, 8 & 14 �/ >- o r� N N O O z SCALE IN FEET 0 50 100 150 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1177 392089.3192 572958.0425 N00.26'54"W 33.00' 568 392122.3221 572957.7843 N00.26'54"W 50.01' 1178 392172.3266 572957.3931 S89.33'41 "E 33.00' 1100 392172.0739 572990.3961 S89.33'41 "E 249.55' 1101 392170.1636 573239.9390 S00.23'00"E 0.50' 1109 392169.6636 573239.9423 S89.33'41 "E 1039.81' 1188 392161.7037 574279.7210 S00.22'33"E 16.50' 1189 392145.2024 574279.8292 S89.33'41 "E 266.25' 579 392143.1642 574546.0734 N00.18'14"W 16.50' 580 392159.6654 574545.9859 S89.33'41 "E 1056.09' 585 392151.5809 575602.0436 S00.18'14"E 49.50' 1146 392102.0775 575602.3061 S00.18'14"E 99.57' 1151 392002.5092 575602.8340 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1151 392002.5092 575602.8340 S89.41'46"W 66.00' 1148 392002.1593 575536.8349 N36.12'20"W 57.76' 1147 392048.7657 575502.7173 N89.34'45"W 780.00' 1169 392054.4927 574722.7439 N00.22'33"W 4.82' 1168 392059.3096 574722.7123 N89.33'41 "W 442.35' 578 392062.6959 574280.3705 N00.22'33"W 16.50' 577 392079.1972 574280.2623 N89.33'41 "W 617.75' 1114 392083.9261 573662.5312 S00.26'19"W 16.50' 1115 392067.4266 573662.4049 N89.33'41 "W 50.00' 1116 392067.8093 573612.4064 N00.26'19"E 16.50' 1117 392084.3089 573612.5327 N89.33'41 "W 621.51' 567 392089.0665 572991.0455 N89.33'41 "W 33.00' 1177 392089.3192 572958.0425 Lq o 00 M LOT 13 o - N w / N � BLOCK 3 00 �� ---- o JEFF R. & JULIE R. LANDT Ci�,l 30NY 390773.5941@lB 3-1/4" DIAMETER X 575609.3497 ALUMINUM CAP FOUND 1 PROJECT NUMBER: 8940-00-14 HIGHWAY: C.T.H. "GG" ST. CROIX COUNTY, WI SCON SI N DETAIL SHEET DATE: 12-26-2019 SHEET 4.04 J Y 396169.7980 1" DIAMETER STEEL X 575580.7390 1 "SURVEY MARK" NAIL FOUND 00 N rn M Ln 00 00 o r, 0 z (0 w z � J z O_ 00 ~ O W O cn z 0 w z w z O 00 CV OD O 49.5' 36+51.94 5s5 N00°18'14"W 16.50' 36+52.15 586 0 33' CD M oni f SF IW 11` = N POT 36+52.58 CL @ 1 /4 SEC. LINE o 0 Y 392102.0775 M w w w w zir- (f)::) z Vn O U (n 3 z w- o' _ Q rn J � o_ M 07 00 _ 0 �Q z z oV w z H 3Q Oz_ N � �O z0 O U F� Oz O J U X_ ocr cr L 4 - U 0_ O = (n RIGHT-OF-WAY PLAT COUNTY TRUNK I 11GHWAY GG" (140TH STREET TO 150TH STREET) INVERSE FOR FEE PARCELS 15, 19, 20, 21 & 22 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1179 391194.4624 578249.4758 N65'05'23"W 36.47' 1165 391209.8254 578216.3948 N65'05'23"W 960.79' 596 391614.5069 577344.9937 N65'05'23"W 620.74' 593 391875.9615 576782.0035 N77'19'32"W 788.34' (CHORD OF 1859.859' RADIUS CURVE) 588 392048.9330 576012.8700 N00'26'19"E 17.00' 587 392065.9325 576013.0001 N89'33'41 "W 347.71' 1152 392068.5943 575665.2958 S43'23'08"W 90.93' 1151 392002.5092 575602.8340 N00'18'14"W 99.57' 1146 392102.0775 575602.3061 N00'18'14"W 33.00' 586 392135.0798 575602.1311 UNPLATTED LANDS ELMER & M ABEL EARLEY ESTATE 16 24 04 N m M -FO pp � FO ------___-- S89 I'7 � '41 � M LLj W X 575602.3061 62.82' V 55.56' FRONTIER COMMUNICATI S89°33'41 "E 410.96' +08 POto33' M N89'33'41 "W 410.53' 37+15.82 - --� N89°33'41"W 3 w= Q Q CC2 1o. o Lj w �� • �� o Of 1151 1151 3 6X S� �5 9%9 15 J o ' Lq 00 N On � DD 00 O O z 030�V Y 390773.5941 3-1/4" DIAMETER X 575609.3497 ALUMINUM CAP FOUND PATRICK J. & LISA A. EARLEY LOT 1-C.S.M. VOL. 8, PG_2231 J 0 SCALE IN FEET 0 50 100 150 M �I Z POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 586 392135.0798 575602.1311 S89'33'41 "E 668.96' 589 392129.9588 576271.0754 S73'32'58"E 576.65' (CHORD OF 1959.859' RADIUS CURVE) 592 391966.6583 576824.1234 S65'05'23"E 380.74' 594 391806.2915 577169.4412 S24'54'37"W 5.00' 595 391801.7567 577167.3352 S65'05'23"E 340.00' 598 391658.5490 577475.7044 S65'05'23"E 852.53' 1164 391299.4627 578248.9252 S00'18'02"E 49.74' 575 391249.7257 578249.1860 S00'18'02"E 55.26' 1179 391194.4624 578249.4758 I TOTAL R/W CURVE R= 1959.859' A= 16°55'10" L4j� CB= S73°32'58"E ,w J� C= 576.65' J 3 A= 578.75 FYI SMALL TRACT d Cj TAN IN= S82°00 33 E - - - - - - LEI too/ TAN OUT= S65°05'23"E R= 1959.859' Q/ MATTHEW L. AND MONICA M. o A= 5*19'50" /2�� ROMINSKI LIVING TRUST W o o CB= S79 20 38.5E � C= 182.26' 00 o a '1990' 16.5' UTILITY EASEMENT TO ST. CROIX TELEPHONE COMPANY DOC. NO. 4580511A= 182.33' o0 ,�---------------------- c� i TAN IN= S82°00'33"E 33 33 R/W CURVE EASTERLY o J o FRONTIER COMMUNICATIONS N_ > » �� TAN OUT= S76°40 44 E R- 1959.859' Z - Ian - FO - - - - --�i'.�YFO ±O M sT 957' (N EMF H�yaY A= 9 S6939' 55'09.5"E Fo FO CONVEyA ER) HlC _ _ off O-CR01=UN �MDOCRLNp. TO C= 330.01 PL i'41 "E 668.96' Y 392098.9315 -oH ' - PP 4n _ N 2532551 A= 330.40' - o X 576013.2528 >' PP - _ _ p^ Fo TAN IN= S74°44'56"E PC CL 40+63.54 LST. CROIX ELECTRIC COOPERATIVE o %� �p� Lo� TAN OUT= S65°05'23"E (;DUN o + -JLOPE INTE `� - �I CL 44+77.72 BACK+- - / _ 999, QU _ PL + +U RCEPT Y 39209 .7610_ - �y I T CLAIM D - - - - + NK HIGH Wq y CE X 576427.4179 DERSpN p CpUNT� N--- OC Np TO o NTERLINE 0" 587 _ _ SLOPE INTE + G \ Q� SMALL TRACT U _ _ _ _ RCEPT + _Hif H Y 392039.6359 F a ¢ _ 588 _wAY X 576471.0558 \ 0 - F� _ _ _ a POC 45+26.30 CL-CL �RMER JOHN A. & LORI A. SCHMELTER o + o" o - on pp w to I� CL CURVE \ \��\ � o \�\� � X�;�°` Z U D= 3'00 00 \ (,G+., '� \ N� `bQ`""o \ J o R= 1909.859' P1,989, Z A= 24'28'18" Tp FEE TiTL \ \ Qoo=�� 2 CB= S77'19 32 E CROIX E CON�Ey \ "� U C= 809.54' CpVNTy DOC N� FRpti1 Mc \ \ s g79 \ Sao s Q A= 815. 72' 446840 CASE \ \ oo AT C � 0 309 T= 414.18 R/W CURVE } 4 306 s F� TAN IN= S89'33'41 "E R= 1859.859' 8'`�924 \ 380 s TAN OUT= S65'05'23"E A= 24*28'18" PP RAID PT: N 390189.1285 CB= N77°19'32"W s94 E 575998.6326 C= 788.34' Sg S6S� o' A= 794.37' TAN IN= N65°05 23 W F ? TAN OUT= N89°33'41 "W \ \ �o �34 78,6�523, NCO S93 oo x ^0)• \ X/ POT 50+13.44 CL 16 ��\ , \ \ 1 /Y 391864.7926 NE X 576924.7622 ELMER & MABEL EARLY ESTATE / J UNPLATTED LANDS w I z J SW1 /4= SE1 /4-SEC. 1-T30N= R18W / w / `d TOWN OF RICHMOND I � / a0 O RIGHT-OF-WAY NOTE: / o O THE EXISTING RIGHT-OF-WAY AND CENTERLINE ALIGNMENT WAS ESTABLISHED FROM FOUND z MONUMENTATION AND STATIONING PER, ST. CROIX COUNTY HIGHWAY PROJECT 85-GG-1. ANY PROPOSED RIGHT-OF-WAY ON THIS PLAT IS PARALLEL WITH AND AT THE SHOWN l UNIFORM DISTANCE FROM SAID ALIGNMENT. NW1 /4-SE1 /4-SEC. 1-T30N-R18W TOWN OF RICHMOND SHAMROCK LANE CURVE R= 1959.859' A= 1 °55'48" CB= S75°42'50"E C= 66.02' A= 66.02' .� TAN IN= S76°40'44"E -"� TAN OUT= S74°44'56"E :� N R/W CURVE WESTERLY Z PROJECT NUMBER: 8940-00-14 HIGHWAY: C.T.H. "GG" ST. CROIX COUNTY, WI SCON SI N DETAIL SHEET DATE: 12-26-2019 SHEET 4.05 E W Z J H S9z � InLo 0 W ui (n W POT 50+13.44 CL (w 1/4-1/4 SEC. LINE u Y 391864.7926 X 576924.7622 Ss3 Ld z J U w N � 1 RIGHT-OF-WAY PLATCOUNTY TRUNK I 11GHWAY € (FORMER) HIGHWAY (140TH STREET TO 150TH STREET) CONVEYANCE YANCE FROM PEDERSON TO \^� ST. CROIX COUNTY DOC. NO. 2626681 \ SMALL TRACT ` D Fo A. &,�ORI A. SCHMELTER `tic�,�� Fti•\ 17 Visas r` 'Ile5� \ \ O SMALL TRACT 3 \ 8 CHARLES R. & SUSAN K. SERSEN \ oyv F La �8 \ \ Q Q O Y. \ hX oo'198 EE TITLE CONVEYANCE PP FROM ASP D TO ST CROIX \ �v COUNTY DOC. 4466721 \ o �h\� \\\(Rq�FMgCR J RIGHT-OF-WAY NOTE: THE EXISTING RIGHT-OF-WAY AND CENTERLINE ALIGNMENT WAS ESTABLISHED FROM FOUND MONUMENTATION AND STATIONING PER, ST. CROIX COUNTY HIGHWAY PROJECT 85-GG-1. ANY PROPOSED RIGHT-OF-WAY ON THIS PLAT IS PARALLEL WITH AND AT THE SHOWN UNIFORM DISTANCE FROM SAID ALIGNMENT. \ \ oo \ x Fo 41) � 62Q�\�FRc�"FR CO'�M�UNPLATTED LANDS \ \ oo �R%* F��c \ \ \ \ ,"S LYNN T. JR. & NILA M. FORREST h� opFRgn�� S F 1200 W \ \ �s o 66' O o�41. \FgsF Sg o \ co \MFNT f• �-j z ELLEN GUILD LOT 2 C.S.M.-VOL. 9, PG_ 2517 \ \MAq \ To Po 1g8 \ SRB�k SNO r 0 Y6 r1 r F CO h h \ DOC NOF �R OM o S pS�� Fo h o0 27 40p \ 23,, 618s} RRFSr \ h0^Xy�h'wS23'' F /&rFRoFp sos23" \ \F 7792 S3� r N6S oS, Y OFNTF60 2 43913' \ \ F 2,3•� \ ss x \ 767 . 00 �S< y\Cy� \ \ ° 1,7 r g8g- 1NrF o Sr FFF cRO/X r4- o \ cOCi/V oN�Fy�N °C OF FR IV Q �46185y RRFSr INVERSE FOR FEE PARCELS 15, 19, 20, 21 & 22 POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1179 391194.4624 578249.4758 N65'05'23"W 36.47' 1165 391209.8254 578216.3948 N65'05'23"W 960.79' 596 391614.5069 577344.9937 N65'05'23"W 620.74' 593 391875.9615 576782.0035 N77'19'32"W 788.34' (CHORD OF 1859.859' RADIUS CURVE) 588 392048.9330 576012.8700 N00'26'19"E 17.00' 587 392065.9325 576013.0001 N89'33'41 "W 347.71' 1152 392068.5943 575665.2958 S43'23'08"W 90.93' 1151 392002.5092 575602.8340 N00'18'14"W 99.57' 1146 392102.0775 575602.3061 N00'18'14"W 33.00' 586 392135.0798 575602.1311 SE1 /4= SE1 /4-SEC. 1-T30N= R18W TOWN OF RICHMOND POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 586 392135.0798 575602.1311 S89'33'41 "E 668.96' 589 392129.9588 576271.0754 S73'32'58"E 576.65' (CHORD OF 1959.859' RADIUS CURVE) 592 391966.6583 576824.1234 S65'05'23"E 380.74' 594 391806.2915 577169.4412 S24'54'37"W 5.00' 595 391801.7567 577167.3352 S65'05'23"E 340.00' 598 391658.5490 577475.7044 S65'05'23"E 852.53' 1164 391299.4627 578248.9252 S00'18'02"E 49.74' 575 391249.7257 578249.1860 S00'18'02"E 55.26' 1179 391194.4624 578249.4758 SCALE IN FEET 0 50 100 150 23�F �� kY 3g143 8S2 S3\ p S> ox 9.7 MM D1 �o �ssos23' G � � o �960)9, ho �•00 LOT 4 C.S.M. VOL. 9, PG_ 2517 "GG" INVERSE FOR FEE PARCEL 23 PL LOT 1 C.S.M_ VOL. 4, PG. 954 SHANNON M. MATTISON HOUSE 20 r30 Y 393407.1821 1 6 Z 3-1/4" DIAMETER X 578237.8730 Z ALUMINUM CAP FOUND 01 M�' o 1 19 90, ��iyF \EASE �MFNT \M�Nr ;,o s �g \ \Do oT -<0�k 6 \ ®\ \sS 8� S \� S60 88, POINT NO. BEARING DISTANCE Y COORDINATE X COORDINATE 1180 391124.5037 578249.8426 N00'18'02"W 125.22' 575 391249.7257 578249.1860 S65'05'23"E 99.82' 1181 391207.6818 578339.7191 S47'13'00"W 35.67' 1167 391183.4543 578313.5405 S47'13'00"W 42.04' 1166 391154.8972 578282.6837 S47'13'00"W 44.75' 1180 391124.5037 578249.8426 N w O N z O w 0o z J 0 O z0 U w w Lo N O 00 N 0 r- O N O O \ + (n w w w r w Z o� �N z 0 U (n N � wZ a^ �0) Q0) 0_ cnco 0 ~ z z o cf z� 3: Q oz =o (nof co z O 00 F O � N z � O J U F- X zo 0� N U E 0� = cn SW1/4=SW1/4_SEC. 6=T30N-R17W UNPLATTED LANDS OG �C, fib\ PP \ �OMF T �0 F0 1\\ It 0) Y sox \ s ,g gM 1?4 B4 Fo N(9249 18 `57 575 34g piaF 60 Os S23 h� s 82. F 7Lo 29 > > \ 1 moo. IU i Sty N`" N (OOP I O `- Lp N- Obi 33' 33' c� h0 T 1166 w I � � c �tx- O p Ld 0? 4 00 �i 11ao F o N I C° N =� lCil O �I 00 N O lz o O o rn o w q N r7 O 0 I 0 0 U) 1" DIAMETER STEEL "SURVEY MARK" NAIL IN 1 2-3/8" DIAMETER IRON Z 1: PIPE FOUND ��'i DAVID STEEL POT 66+03.46 Y 391195.0789 X 578366.8569 -END RELOCATION ORDER 00 Aj ayF�`\ v 6SX 3, O� ,� \ txGtx XL' N`l`L %o 1 g8 6S o r0ST FFF S 2 24 oRo, rir<F k COW ��OFy�N � DOC of F No ROM 23 4�ss �FF< DAVID STEEL C.S.M. VOL. 3, PG. 612 TOWN OF ERIN PRAIRIE z Y 390749.5000 7 � X 578251.8090 tM) PROJECT NUMBER: 8940-00-14 HIGHWAY: C.T.H. "GG" ST. CROIX COUNTY, WI SCON SI N DETAIL SHEET DATE: 12-26-2019 SHEET 4.06 J