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Home My WebLink About2019 E 8939-08-75.pdfEAU O L z n D Wool cv MAR 10, 2020 ORDER OF SHEETS Section No, 1 Ti11a Section No, 2 Typical Sections and Details Section No, 3 Estimate of Quantities Section No, 3 Miscellaneous Quantities Section No. 4 Right of Way Plat Section No, 5 Plan and Profile Section No, 6 Standard Detail Drawings Section No. 7 Sign Plates Or��c $BLu1 fiA{GI Section No. b 9 S.LILC{UFA Computer Earthwork Data Section No, 9 Cross Sections TOTAL SHEETS = 162 DESIGN DESIGNATION A.A.D.T. (2020) A.A.D.T. (2040) D.H.V. (2040) D.D. M T. DESIGN SPEED ESALS STATE OF WISCONSIN PLAN OF PROPOSED IMPROVEMENT toot i ,00o too, d \\too, N No = 820D \ = 10700 \ 675 \ 60/40 \ 5.6% \, 60 MPH00 = 96Q0 CONVENTIONAL SYMBOLS PLAN PROFILE CORPORATELIMITS GRADE LINE PROPERTY LINE ORIGINALGROUND MARSH OR ROCK PROFILE LOT LINE I--------- (To 6e noted as such) LIMITED HIGHWAY EASEMENT I— _ — _ SPECIAL DITCH EXISTING RIGHT OF WAY — PROPOSED OR NEW R/W LINE GRADE ELEVATION SLOPE INTERCEPT CULVERT (Profile View) REFERENCE LINE =aaea UTILITIES ELECTRIC EXISTING CULVERT FIBER OPTIC PROPOSED CULVERT GAS (Box or Pipe) SANITARY SEWER COMBUSTIBLE FLUIDS dAUT NI STORM SEWER TELEPHONE �y ,� \ WATER MARSH AREA ` j l UTILITY PEDESTAL POWER POLE WOODED OR SHRUB AREA TELEPHONE POLE FILENAME: TA410738 STCROIX -CTH E\C3D\SHEETSPLAN\010101TI.DWG _ ROCK LABEL \_ m O — E — —FO- - G — — SAN —SS- - T — —w— X lb l ST CROIX COUNTY NINE STATE PROJECT NUMBER 81 939-08-75 R-20-W -�—} ► R-19-W R-19-W --+—{--►— R18-W STATE PROJECT FEDERAL PROJECT PROJECT CONTRACT 8939-OB-75 WISC 2020095 1 1 ACCEPTED FOR ST CROIX COUNTY iol2e/rq Date 14 'L�4wt.y Co....,,rascwc.Fq ORIGINAL PLANS PREPARED BY VMS 86001ATES `\\\tit %%%l1I III1llgl71& coNsvo 10 ��- BRETT L • too HOLUSTER i440, too 40868 00 4: ?3 EAU CLAIRE i 0 WI r•L gw STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY Surveyor Designer Project Manager Reg(onal Examiner Regional Supervisor AYRES ASSOCIATES INC AYRES ASSOCIATES INC MAITHEW THORNSEN, PE REGI ONAL EKAMINER ANDREW STENSLAND, PE DEPART LAYOUT _ 0 2 MI SCALE I I APPROVED FORTHE M%EltJT'�..• HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COUNTY DATE: TOTALNET LENGTH OF CENTERLINE = 1,316 Ml COORDINATES, ST CROIX COUNTY, NAD83 (2011) IN U.S. SURVEY (signature) FEET. VALUES ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES. I E PLOT DATE: 10/24/20198:57 AM PLOT OY: RESHESKE, CARRIE PLOT NAME: GENERAL NOTES 2 I THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THE PLAN ARE APPROXIMATE. THERE MAY BE OTHER UTILITIES WITHIN THE PROJECT THAT ARE NOT SHOWN. WHEN THE QUANTITY OF BASE AGGREGATE DENSE OR HMA PAVEMENT IS MEASURED FOR PAYMENT BY THE TON THE DEPTH OF THICKNESS OF THE LAYER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. SHRINKAGE OF EARTHWORK IS VARIABLE. AN AVERAGE FACTOR FOR EXCAVATION COMMON IS 30X. EBS MATERIAL SHALL BE WASTED OUTSIDE THE L•1 SLOPES AS DIRECTED BY THE ENGINEER. EXCESS EBS MATERIAL NOT UTILIZED SHALL BE WASTED OFF THE PROJECT. THE EXACT LOCATION AND WIDTH OF DRIVEWAY ENTRANCES WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. ALL DRIVEWAYS ARE TO BE REPLACED IN KIND UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR AS SHOWN ON THE PLANS. CROSS DRAIN PIPE LOCATIONS AND ELEVATIONS AS SHOWN ON THE CROSS SECTION SHEETS ARE APPROXIMATE AND SHALL BE ADJUSTED TO FIT FIELD CONDITIONS. SEED MIXTURE N0.20 SHALL BE USED THROUGHOUT THE PROJECT, EXCEPT IN AREAS INDICATED IN THE SEEDING PLAN. ALL OTHER DISTURBED AREAS WITHIN THE RIGHT OF WAY SHALL BE SALVAGED TOPSOILED, SEEDED, TEMPORARY SEEDED, FERTILIZED, AND MULCHED. EROSION CONTROL MEASURES WILL BE PLACED AS SHOWN ON THE EROSION CONTROL PLAN. THE EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. ANY REMOVAL OF ITEMS ARE INCIDENTAL TO THE RESPECTIVE EROSION CONTROL BID ITEM COSTS. NO TREES OR SHRUBS SHALL BE REMOVED WITHOUT APPROVAL BY THE ENGINEER. EXISTING ELEVATIONS SHALL BE VERIFIED IN THE FIELD. ELEVATIONS SHOWN ON THE PLAN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88(2012)). UTILITY CONTACTS AT&T DISTRIBUTION 304 SOUTH DEWEY STREET EAU CLAIRE, WI 54701 ATTN: RICK PODOLAK 715-839-5565 rp4514Qatt.com FRONTIER COMMUNICATIONS 114 E COURT STREET VIROOUA, WI 54665 ATTN: GLENN LEFEBVRE 608-637-0373 glen.lefiebvreQttr.com MIDWEST NATURAL GAS INC 611 SHAY STREET SOMERSET, WI 54025 ATTN: JUSTIN JACOBS 715-797-0590 Justln�Qmldwestnaturalgas.com NORTHWEST COMMUNICATIONS 116 HARRIMAN AVENUE AMERY, WI 54001 ATTN: GREG CARDINAL 715-268-7101 gregcardlnalQamerytel.net XCEL - DISTRIBUTION 2001 OLD HIGHWAY 35 S. HUDSON, WI 54016 ATTN: DARREN NORDSKOG 715-386-4798 Barren.m.nordskogaxcelenergy.com XCEL - TRANSMISSION 414 NICOLLET MALL STH FLOOR MINNEAPOLIS, MN 55401 ATTN: MITCHELL DIENGNER 612-321-3109 mltchell.a.dlengneraxcelenergy.com iE DENOTES NOT A DIGGERS HOTLINE MEMBER Dial or (800)242-8511 www.DiggersHotline.com ST CROIX COUNTY ST CROIX COUNTY HIGHWAY DEPARTMENT P.O. BOX 108 920 THIRD STREET HAMMOND, WI 54015 ATTN: ROBBIE KREJCI 715-245-4201 robble.kre,JclQsccwl.gov DESIGN CONTACT AYRES ASSOCIATES 3433 OAKWOOD HILLS PARKWAY EAU CLAIRE, WI 54701 ATTN: BRETT HOLLISTER, PE 715-834-3161 ho111sterbQayresassoclates.com DNR CONTACT DNR WEST CENTRAL REGION 1300 WEST CLAIREMONT AVENUE EAU CLAIRE, WI 54702 ATTN: AMY LESIK 715-836-6571 AmyL.Leslkawlsconsln.gov 2 PROJECT N0:8939-08-75 'i:P►'►'�[��:��I FILE NAME : V:\TRANS-EC\410738 ST CROIX - CTH E\C3D\SHEETSPLAN\020101_GN.DWG LAYOUT NAME - 020101_GN COUNTY: ST CROIX PLOT DATE 1i2i2020 4:34 PM GENERAL NOTES PLOT BY RESHESKE, CARRIE PLOT NAME SHEET 2 1 PLOT SCALE 1 IN:200 FT WISDOT/CADDS SHEET 42 FILENAME: T:\410738 STCROIX-CTH E\C3D\SHEETSPLAN\020201_P0.DWG YLVI URIC: 1V/L3/LU1725:47 HIVI rwi o�. nc��c� Hnnic ��.��..•�•��• ��•-•�•�� WISDOT CADDS SHEET 42 LAYOUT NAME - 020201_po 18' CLEAR ZONE & FERTILIZE 21 SALVAGED TOPS S� OIL I LEI 11 18' CLEAR ZONE VAGED T( SPX' i 14.25" BASE AGGREGATE DENSE % INCH (TYP) 3.5" HMA PAVEMENT 4 LT 58-34 S L75" BASE AGGREGATE DENSE 1WINCH - 3' 5' .4aO• % • All q;l A:1- 3001 i i i 12.5" BASE AGGREGATE DENSE 1Yq-INCH (TYP) 12" SUBBASE (TYP) SEED, TEMPORARY SEED & FERTILIZE SALVAGED TOPSOIL 3' 0'-12' & MULCH VARIES 2, RT TURN BAY II 4.OX .F.-.-2.OX q;l BASE AGGREGATE DENSE 34-INCH 12.5" BASE AGGREGATE DENSE 1'✓-INCH 12" SUBBASE STA 181+00.00 - STA 185+77.00 POINT REFERRED TO ON PROFILE .---2.OX 2.O%- POINT REFERRED TO ON X-SECTIONS 12.5" PULVERIZE & RELAY 12" EXISTING SUBBASE FINISHED TYPICAL SECTION CTH E STA 181+00.00 - STA 217+88.00 LC12" EXISTING SUBBASE 12.5" PULVERIZE & RELAY 4" HMA PAVEMENT L75"-4 LT 58-34 S UPPER 2.25"-3 LT 58-28 S LOWER POINT REFERRED TO ON PROFILE ..--2.0X 2=O POINT REFERRED TO ON X-SECTIONS 5.25" HMA PAVEMENT 05"-4 LT 58-34 S UPPER 3.5"-3 LT 58-28 S LOWER 12.5" PULVERIZE & RELAY 12" EXISTING SUBBASE FINISHED TYPICAL SECTION CTH E STA 173+50.00 - STA 181+00.00 18' CLEAR ZONE 8' 5' 3' 4.0X TEMPORARY SEED 4' BASE AGGREGATE DENSE --INCH (TYP) 4" NMA PAVEMENT L75"-4 LT 58-34 S UPPER 2.25"-3 LT 58-28 S LOWER SALVAGED TOPSOIL, ERTILIZE & F i i i 12.5" BASE AGGREGATE DENSE )1;-INCH (TYP) 12" SUBBASE (TYP) RT SEED, TEMPORARY SEED & FERTILIZE VAR ES=21 3' SALVAGED TOPSOIL 2 TURN BAY ` MULCH 4.OX 4' BASE AGGREGATE DENSE 12" SUBBASE (TYP) (TYP) CTH E SUPERELEVATION TRANSITION EVENT POINTS Left Left Right Right Station Description Shoulder Lane Shoulder Lane 173+51.72 End Full Super 5.10% 5.10%-5.10"% -5.10% 174+34.38 Reverse Crown 2.00% 2.00%-4.00"% -2.00% 174+87.72 Level Crown 0.00% 0.00°%-4.00°% -2.00% 175+41.05 Begin Normal Crown -4.001/6 -2.00%-4.00"/6 -2.00% 186+94.55 End Normal Crown-4.00"% -200%-4.00°/" -2.00% 187+48.00 Level Crown-4.00°% -2.00% 0.00% 0.00"% 188+01.46 Reverse Crown -4.00% -2.00% 2.00% 2.00% 188+95.00 Begin Full Super-5.50°% -5.509/o 5.50% 5.50"% 200+13.50 End Full Super-5.50"/o -5.50% 5.50% 5.50°% 201+07.05 Reverse Crown-4.00°% -2.00% 2.00% 2.00°% -4 201+60.50 Level Crown .00°% -2.00% 0.00% 0.00°% 202+13.96 Begin Normal Crown -4.00% -2.00%-4.00"% -2.00% 205+25.06 End Normal Crown -4.00% -2.00% -4.00% -2.00% 205+78.52 Level Crown 0.009/0 0.00°%-4.00°% -2.00% 206+31.97 Reverse Crown 2.00% 2.00°%-4.00°% -2.00% 207+25.52 Begin Full Super 5.50% 5.50°/"-5.50°% -5.50% 213+55.78 End Full Super 5.50% 5.50%-5.50°% -5.50% 214+49.33 Reverse Crown 2.00% 2.00"%-4.00'l" -2.00% 215+02.78 Level Crown 0.00% 0.00°%-4.00"% -2.00% 215+56.24 Begin Normal Crown -4.00% -2.00% -4.00% -2.00% POINT REFERRED TO ON PROFILE ...--5.15% �5.5% r-5.5X r-5.5% POINT REFERRED TO SALVAGED TOPSOIL, MULCH, SEED, TEMPORARY SEED 2 & FERTILIZE MGS GUARDRAIL 3 K (TYP) �S7 ON X-SECTIONS 4" HMA PAVEMENT 12.5" PULVERIZE &RELAY L75"-4 LT 58-34 S UPPER 2.25"-3 LT 58-28 S LOWER 12" EXISTING SUBBASE FINISHED TYPICAL SECTION CTH E W/GUARDRAIL STA 190+60.00 - STA 196+65.00 BASE AGGREGATE DENSE -INCH (TYP) PROJECT N0:8939-OS-75 �HWY:CTH E FILE NAME :T:\410738 ST CROIX -CTH E\C3D\SHEETSPLAN\020301_TS.DWG LAYOUT NAME - 020302_TS COUNTY: ST CROIX � TYPICAL SECTIONS PLOT DATE 10i23i2019 8:50 AM PLOT BY RESHESKE. CARRIE PLOT NAME PLOT SCALE 1 IN:10 FT SHEET WISDOT/CADDS SHEET 42 POINT REFERRED TO ON PROFILE ...--5.15% �5.5% r-5.5X r-5.5% POINT REFERRED TO SALVAGED TOPSOIL, MULCH, SEED, TEMPORARY SEED 2 & FERTILIZE MGS GUARDRAIL 3 K (TYP) �S7 ON X-SECTIONS 4" HMA PAVEMENT 12.5" PULVERIZE &RELAY L75"-4 LT 58-34 S UPPER 2.25"-3 LT 58-28 S LOWER 12" EXISTING SUBBASE FINISHED TYPICAL SECTION CTH E W/GUARDRAIL STA 190+60.00 - STA 196+65.00 BASE AGGREGATE DENSE -INCH (TYP) PROJECT N0:8939-OS-75 �HWY:CTH E FILE NAME :T:\410738 ST CROIX -CTH E\C3D\SHEETSPLAN\020301_TS.DWG LAYOUT NAME - 020302_TS COUNTY: ST CROIX � TYPICAL SECTIONS PLOT DATE 10i23i2019 8:50 AM PLOT BY RESHESKE. CARRIE PLOT NAME PLOT SCALE 1 IN:10 FT SHEET WISDOT/CADDS SHEET 42 PLOT SCALE 1 IN:10 FT SHEET WISDOT/CADDS SHEET 42 ,/ m� /`I CAO �nuc 12.5" BASE AGGREGATE DENSE >y-INCH (TYP) 12" SUBBASE (TYP) VAGED TOP i 18' CLEAR ZONE a:� 3' 4.OX .�-- 8' 5' ------ J , �, 14.75" BASE AGGREGATE i � DENSE 1�-INCH (TYPL � 12" SUBBASE fTYP) SALVAGED i2' 0'-12' R/L VARIES LT TURN BAY 12' •� � � � �� .� .. � � � � FINISHED TYPICAL SECTION CTH E STA 217+88.00 —STA 228+75.00 0'-12' VARIES RT TURN BAY 2.OX-► � I I I I •� � � � ••� � � � -� � FINISHED TYPICAL SECTION -CTH E STA 228+75.00 —STA 243+00.00 18' CLEAR ZONE TEMPORARY SEED 8' 5' 18' CLEAR ZONE 8' TYP VARIES 18' CLEAR ZONE 3' SEED, TEMPORARY SEED & FERTI IZE SALVAGED TOPSOIL 4' 9:1 9.1 9:1 q:1 1,0�M1 -----___ BASE AGGREGATE DENSE �-INCH (TYP) TEMPORARY SEED 4' BASE AGGREGATE DENSE 3.5" HMA PAVEMENT (TYP) 4 LT 58-34 S 2.25" BASE AGGREGATE DENSE 1�-INCH 8' 12' 12' 8' 3' S' 5' POINT REFERRED TO ON PROFILE � I _•_---2.ox -'-'-"---"-- � �- POINT REFERRED TO ON X-SECTIONS 14" BASE AGGREGATE DENSE 1�-INCH 5.25" HMA PAVEMENT (TYP) 12" SUBBASE L75"-4 LT 58-34 S UPPER 3.5"-3 LT 58-28 S LOWER FINISHED TYPICAL SECTION -CTH I STA 68+00.00 —STA 77+50.00 18' CLEAR ZONE 3' TEMPORARY SEED � FERTILIZE SALVAGED TO —�c�FIQCCF 4' '- BASE AGGREGATE DENSE �-INCH 3.5" HMA PAVEMENT (TYP) 4 LT 58-34 S (TYP) PROJECT N0: 8939-08-75 � HWY: CTH E FILE NAME : T:\410738 ST CROIX -CTH E\C3D\SHEETSPLAN\020301_TS.DWG LAYOUT NAME - 020303_TS COUNTY: ST CROIX 'TYPICAL SECTIONS PLOT DATE 10i23i2019 8:50 AM PLOT BY RESHESKE. CARRIE PLOT NAME PLOT SCALE 1 IN:10 FT SHEET 6 LE WISDOT/CADDS SHEET 42 FILE NAME :T:\410738 ST CROIX - CTH E\C3D\SHEETSPLAN\020301_TS.DWG PLOT DATE lo/23i2o19 e:w AM PLOI NY KtSHEJKt, CAKKlt rLU� IVAMt rLUI JGALt 1 lIV:1V ri WISDOT/CADDS SHEET 42 LAYOUT NAME - 020304_TS FILENAME: T:\410738 ST CROIX-CTH E\C3D\SHEETSPLAN\021101_ID.DWG PLOT DATE: 10/23/20198:SD AM PLOT BY: RESHESKE, CARRIE PLOT NAME: PLOT SCALE: 144Yt41t4iNNNlFN WISDOT/CADDS SHEET42 LAYOUT NAME-021101 id FILENAME: T:\410738 ST CROIX-CTH E\C3D\SHEETSPLAN\021101_ID.DWG YIVI UHIt: 1V/L3/LVltl tS:]UHNI r��i nr: non��nc, �Hnni� �..��.��•��. ��•^�� ^^^^••^^^^^ WISDOT/CADDS SHEET 42 LAYOUT NAME - D21102 id FILENAME: T:\4107385TCROIX-CTH E\C3D\SHEETSPLAN\023201_PS.DWG PLOT DATE: 10/23/20198:51 AM PLOT BY: RESHESKE, CARRIE PLOT NAMt: PLOT SCALE; lINaUU hI WISDOT/G4DDS SHEET 44 LAYOUT NAME - 023201_ps FILENAME: T:\410738 ST CROIX-CTH E\C3D\SHEETSPIAN\D23201_PS.DWG PLOT DATE: 10/23/20198:51 AM P1078Y: RtSHtSKt, CARRIt rtUi rvArvm: rtUi w+�e: iirvauu ri WgDOT/CADDS SHEET 44 LAYOUT NAME - 023202_ps FILE NAME : T:\410738 ST CROIX - CTH E\C3D\SHEE7SPlAN\D23201_PS.DW6 PLOT DATE : 10/23/2019 8:51 AM PLOT BY : RESHESKE, CARRIE PLOT NAME : PLOT SCALE : 1 IN:100 FT WISDOT/CADDS SHEET 44 LAYOUT NAME - 023203_ps RIGHT-OF-WAY PLAT C OUNTY THUNK (COUNTY TRUNK HIGHWAY "I" TO CONVENTIONAL SYMBOLS �4 R7y PUBUC LAND SURVEY SYSTEM CORNER 35f FOUND AND MONUMEITED AS LABELED 3 2 ff 1-5/16' DIAMETER X 180 IRON PIPE SET, O WEIGHING 1.68 LBS. PER UNEAR FOOT 1• DIAMETER IRON PIPE FOUND A 1-5/160 DIAMETER IRON PIPE FOUND 2-3/8• DIAMETER IRON HPE FOUND ALIGNMENT OR RIGHT-OF-WAY POINT NUMBER PREVIOUS HIGHWAY RIGHT-OF-WAY RECORD ( I WARTER SECTION OR WARTER-WARTER SECTION LINE AS LABELED HIGHWAY CENTERLINE AUGYNMEIT WITH 1 STATION VALUE EXI SONG PROPERTY UNE —' PL EXISTING HIGNWAY/ROAD RIGHT-OF-WAY PROPOSED HIGHWAY/ROAD RIGHT-OF-WAY PROPOSED/DESGNED SLOPE IT4TERCEPT - - - - AN PROPOSED HIGHWAY EASEMENT (HATCHING VARIES BY LANpONilER) TET.4PORARY UMITED EASEMENT TIE PROPOSED TEMORARY LIMITED EASEMENT (AREA AID PURPOSE AS LABE1£D) INDEXED LANDOWNER INTEREST 10 INDEXED UTILITY OWNER INTEREST DENOTES SL CRUX COUNTY COORDINATE Y 364000.0000 VALVE (Y: NORTHING AND X: EASDtlG) X 538000.00G0 DENOTES GT�47EAUNE G- pENOTES PENT OF IN PI DENOTES POINT O CURVATURE PC DENOTES POINT OF TANGENCY PT DENOTES PUNT ON CURVE FOG DENOTES PUNT ON TANGENT POT DENOTES DEGREE OF CURVE (ARC DEFINITION) D DEMOTES RADIUS LENGTH R DENOTES CEINTRA ANGLE e DE40TES CHORD BEARING C8 DQ40TES CHORD LENGTH C DENOTES ARC LENGTH A TANGENT BEARING INTO CURVE Tao IN TANGENT BEARING OUT OF CURVE TAI OUT EXISTING ELECTRICAL POWER POLE .. EXISTING WY ANCHOR r EXISTING OVERHEAD ELECTRIC LINE t EXISTING STEM ELECTRICAL POriER STRUCTURE EXI6TINC UNDERGROUND ELECTRIC UNE--------='-- -"""- EXISTING UTILITY JUNCTION BOX EI EXISTING U14DERGRWND TELEPHONE UNE - EXLSTING UNDERGROUND FIBER-OPTIC LINE --'" EXISTING UNDERCROUND GAS LINE - -" EXISTING PUBLIC ROAD OR STREET SIGN PLAT NOTES COU HIGHWAY "E" NTY TRUNK HIGHWAY "A") HORIZOlATE POSITIONS SHOWN N THIS PLAT ARE .GRID DISTANCES ST. CRUX COUNTY COORDINATES, MSTA (1991), IN U.S. SURVEY FEET. VALUES ARE GRW COORDINATES, GRID BEARINGS AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES, RI(i{T-OF-WAY MONUMENTS FOUND OR PLACED ME DENOTED IN THE CONVENTIONAL SYMBOLS AND MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. RIGHT-CF-WAY MONUMENTS PLACED SHALL BE PLACED PRIOR TO THE CGMPLETON OF THE PROJECT, RIG{T-OF-WAY EW140MES ARE DEFINED WITH COURSES OF THE PERIMETER ON THE HIGHWAY LANDS, REFERENCED TO THE U.S. PUBLIC LM40 SURVEY SYSTEMM, AS MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. PROPERTY LINES SHOWN ON THIS PUT ARE DRAV44 FROM DATA DERIVED FROM PUTS, MAPS AND DOCUMENTS OF PUBUC RECORD. EXISTING HIGHWAY RIGHT-OF-WAY AND ALIGNMENT AS SHOWN ON THIS PUT IS BASED ON THE FOLLOWING. '1972-1973' HIGHWAY CONVEYANCES AND PLAT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PC) STATE PROJECT 8939-9-71 'f 979' HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY •A•) COUNTY HIGHWAY PROJECT 78-A-1 - '19B5 HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PAM) COUNTY HIGHWAY PROJECT 85-A-2 » '1997-1998' HIGHWAY C014VEYA14CES AND PUT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY Mr) STATE PROJECT 8939-03-00 » THE COMPILATION OF RECORDED PUTS, RECORDED CERTIFIED SURVEY MAPS AND FILED MAPS OF SURVEY IN ST. CROIX COUNTY » VERTIED WITH THE EXISTING AND TRAVELED CENTERUNE OF COUNTY TRUNK HIGHWAY OEM AND COUNTY TRUNK HIGHWAY Me A HIGHWAY EASEMENT (HE)IS AN EASEMENT FOR HIGHWAY PURPOSES, AS LONG AS SO USED. INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE OR PLANT 1HEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE A TEMPORARY LIMITED EASEMENT (ILE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREON, INCLUDING THE RIGHT TO OPERATE NECESSARY EWIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REWIRED FOR SUCH PUBUC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE. ALL TEMPORARY LIMITED EASEMCNTS EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS NSMUME14T IS GIVEN. UMENSWING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE EXISTING CENTERLINE AUGNMENT, AS SHOV44 ON THIS PUT. T30N T29N LOCATION SKETCH 33 rnm K K 140TH.. AVENUE DENOTES GT�47EAUNE G- pENOTES PENT OF IN PI DENOTES POINT O CURVATURE PC DENOTES POINT OF TANGENCY PT DENOTES PUNT ON CURVE FOG DENOTES PUNT ON TANGENT POT DENOTES DEGREE OF CURVE (ARC DEFINITION) D DEMOTES RADIUS LENGTH R DENOTES CEINTRA ANGLE e DE40TES CHORD BEARING C8 DQ40TES CHORD LENGTH C DENOTES ARC LENGTH A TANGENT BEARING INTO CURVE Tao IN TANGENT BEARING OUT OF CURVE TAI OUT EXISTING ELECTRICAL POWER POLE .. EXISTING WY ANCHOR r EXISTING OVERHEAD ELECTRIC LINE t EXISTING STEM ELECTRICAL POriER STRUCTURE EXI6TINC UNDERGROUND ELECTRIC UNE--------='-- -"""- EXISTING UTILITY JUNCTION BOX EI EXISTING U14DERGRWND TELEPHONE UNE - EXLSTING UNDERGROUND FIBER-OPTIC LINE --'" EXISTING UNDERCROUND GAS LINE - -" EXISTING PUBLIC ROAD OR STREET SIGN PLAT NOTES COU HIGHWAY "E" NTY TRUNK HIGHWAY "A") HORIZOlATE POSITIONS SHOWN N THIS PLAT ARE .GRID DISTANCES ST. CRUX COUNTY COORDINATES, MSTA (1991), IN U.S. SURVEY FEET. VALUES ARE GRW COORDINATES, GRID BEARINGS AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES, RI(i{T-OF-WAY MONUMENTS FOUND OR PLACED ME DENOTED IN THE CONVENTIONAL SYMBOLS AND MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. RIGHT-CF-WAY MONUMENTS PLACED SHALL BE PLACED PRIOR TO THE CGMPLETON OF THE PROJECT, RIG{T-OF-WAY EW140MES ARE DEFINED WITH COURSES OF THE PERIMETER ON THE HIGHWAY LANDS, REFERENCED TO THE U.S. PUBLIC LM40 SURVEY SYSTEMM, AS MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. PROPERTY LINES SHOWN ON THIS PUT ARE DRAV44 FROM DATA DERIVED FROM PUTS, MAPS AND DOCUMENTS OF PUBUC RECORD. EXISTING HIGHWAY RIGHT-OF-WAY AND ALIGNMENT AS SHOWN ON THIS PUT IS BASED ON THE FOLLOWING. '1972-1973' HIGHWAY CONVEYANCES AND PLAT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PC) STATE PROJECT 8939-9-71 'f 979' HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY •A•) COUNTY HIGHWAY PROJECT 78-A-1 - '19B5 HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PAM) COUNTY HIGHWAY PROJECT 85-A-2 » '1997-1998' HIGHWAY C014VEYA14CES AND PUT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY Mr) STATE PROJECT 8939-03-00 » THE COMPILATION OF RECORDED PUTS, RECORDED CERTIFIED SURVEY MAPS AND FILED MAPS OF SURVEY IN ST. CROIX COUNTY » VERTIED WITH THE EXISTING AND TRAVELED CENTERUNE OF COUNTY TRUNK HIGHWAY OEM AND COUNTY TRUNK HIGHWAY Me A HIGHWAY EASEMENT (HE)IS AN EASEMENT FOR HIGHWAY PURPOSES, AS LONG AS SO USED. INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE OR PLANT 1HEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE A TEMPORARY LIMITED EASEMENT (ILE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREON, INCLUDING THE RIGHT TO OPERATE NECESSARY EWIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REWIRED FOR SUCH PUBUC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE. ALL TEMPORARY LIMITED EASEMCNTS EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS NSMUME14T IS GIVEN. UMENSWING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE EXISTING CENTERLINE AUGNMENT, AS SHOV44 ON THIS PUT. T30N T29N LOCATION SKETCH 33 rnm K K 140TH.. AVENUE DEMOTES RADIUS LENGTH R DENOTES CEINTRA ANGLE e DE40TES CHORD BEARING C8 DQ40TES CHORD LENGTH C DENOTES ARC LENGTH A TANGENT BEARING INTO CURVE Tao IN TANGENT BEARING OUT OF CURVE TAI OUT EXISTING ELECTRICAL POWER POLE .. EXISTING WY ANCHOR r EXISTING OVERHEAD ELECTRIC LINE t EXISTING STEM ELECTRICAL POriER STRUCTURE EXI6TINC UNDERGROUND ELECTRIC UNE--------='-- -"""- EXISTING UTILITY JUNCTION BOX EI EXISTING U14DERGRWND TELEPHONE UNE - EXLSTING UNDERGROUND FIBER-OPTIC LINE --'" EXISTING UNDERCROUND GAS LINE - -" EXISTING PUBLIC ROAD OR STREET SIGN PLAT NOTES COU HIGHWAY "E" NTY TRUNK HIGHWAY "A") HORIZOlATE POSITIONS SHOWN N THIS PLAT ARE .GRID DISTANCES ST. CRUX COUNTY COORDINATES, MSTA (1991), IN U.S. SURVEY FEET. VALUES ARE GRW COORDINATES, GRID BEARINGS AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES, RI(i{T-OF-WAY MONUMENTS FOUND OR PLACED ME DENOTED IN THE CONVENTIONAL SYMBOLS AND MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. RIGHT-CF-WAY MONUMENTS PLACED SHALL BE PLACED PRIOR TO THE CGMPLETON OF THE PROJECT, RIG{T-OF-WAY EW140MES ARE DEFINED WITH COURSES OF THE PERIMETER ON THE HIGHWAY LANDS, REFERENCED TO THE U.S. PUBLIC LM40 SURVEY SYSTEMM, AS MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. PROPERTY LINES SHOWN ON THIS PUT ARE DRAV44 FROM DATA DERIVED FROM PUTS, MAPS AND DOCUMENTS OF PUBUC RECORD. EXISTING HIGHWAY RIGHT-OF-WAY AND ALIGNMENT AS SHOWN ON THIS PUT IS BASED ON THE FOLLOWING. '1972-1973' HIGHWAY CONVEYANCES AND PLAT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PC) STATE PROJECT 8939-9-71 'f 979' HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY •A•) COUNTY HIGHWAY PROJECT 78-A-1 - '19B5 HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PAM) COUNTY HIGHWAY PROJECT 85-A-2 » '1997-1998' HIGHWAY C014VEYA14CES AND PUT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY Mr) STATE PROJECT 8939-03-00 » THE COMPILATION OF RECORDED PUTS, RECORDED CERTIFIED SURVEY MAPS AND FILED MAPS OF SURVEY IN ST. CROIX COUNTY » VERTIED WITH THE EXISTING AND TRAVELED CENTERUNE OF COUNTY TRUNK HIGHWAY OEM AND COUNTY TRUNK HIGHWAY Me A HIGHWAY EASEMENT (HE)IS AN EASEMENT FOR HIGHWAY PURPOSES, AS LONG AS SO USED. INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE OR PLANT 1HEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE A TEMPORARY LIMITED EASEMENT (ILE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREON, INCLUDING THE RIGHT TO OPERATE NECESSARY EWIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REWIRED FOR SUCH PUBUC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE. ALL TEMPORARY LIMITED EASEMCNTS EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS NSMUME14T IS GIVEN. UMENSWING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE EXISTING CENTERLINE AUGNMENT, AS SHOV44 ON THIS PUT. T30N T29N LOCATION SKETCH 33 rnm K K 140TH.. AVENUE EXISTING OVERHEAD ELECTRIC LINE t EXISTING STEM ELECTRICAL POriER STRUCTURE EXI6TINC UNDERGROUND ELECTRIC UNE--------='-- -"""- EXISTING UTILITY JUNCTION BOX EI EXISTING U14DERGRWND TELEPHONE UNE - EXLSTING UNDERGROUND FIBER-OPTIC LINE --'" EXISTING UNDERCROUND GAS LINE - -" EXISTING PUBLIC ROAD OR STREET SIGN PLAT NOTES COU HIGHWAY "E" NTY TRUNK HIGHWAY "A") HORIZOlATE POSITIONS SHOWN N THIS PLAT ARE .GRID DISTANCES ST. CRUX COUNTY COORDINATES, MSTA (1991), IN U.S. SURVEY FEET. VALUES ARE GRW COORDINATES, GRID BEARINGS AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES, RI(i{T-OF-WAY MONUMENTS FOUND OR PLACED ME DENOTED IN THE CONVENTIONAL SYMBOLS AND MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. RIGHT-CF-WAY MONUMENTS PLACED SHALL BE PLACED PRIOR TO THE CGMPLETON OF THE PROJECT, RIG{T-OF-WAY EW140MES ARE DEFINED WITH COURSES OF THE PERIMETER ON THE HIGHWAY LANDS, REFERENCED TO THE U.S. PUBLIC LM40 SURVEY SYSTEMM, AS MAPPED OR SHOWN ON THE DETAIL SHEETS OF THIS PUT. PROPERTY LINES SHOWN ON THIS PUT ARE DRAV44 FROM DATA DERIVED FROM PUTS, MAPS AND DOCUMENTS OF PUBUC RECORD. EXISTING HIGHWAY RIGHT-OF-WAY AND ALIGNMENT AS SHOWN ON THIS PUT IS BASED ON THE FOLLOWING. '1972-1973' HIGHWAY CONVEYANCES AND PLAT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PC) STATE PROJECT 8939-9-71 'f 979' HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY •A•) COUNTY HIGHWAY PROJECT 78-A-1 - '19B5 HIGHWAY CONVEYANCES AND PLAN DIMENSIONING FROM (COUNTY TRUNK HIGHWAY PAM) COUNTY HIGHWAY PROJECT 85-A-2 » '1997-1998' HIGHWAY C014VEYA14CES AND PUT DIMENSIONING FROM (COUNTY TRUNK HIGHWAY Mr) STATE PROJECT 8939-03-00 » THE COMPILATION OF RECORDED PUTS, RECORDED CERTIFIED SURVEY MAPS AND FILED MAPS OF SURVEY IN ST. CROIX COUNTY » VERTIED WITH THE EXISTING AND TRAVELED CENTERUNE OF COUNTY TRUNK HIGHWAY OEM AND COUNTY TRUNK HIGHWAY Me A HIGHWAY EASEMENT (HE)IS AN EASEMENT FOR HIGHWAY PURPOSES, AS LONG AS SO USED. INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE OR PLANT 1HEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE A TEMPORARY LIMITED EASEMENT (ILE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREON, INCLUDING THE RIGHT TO OPERATE NECESSARY EWIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REWIRED FOR SUCH PUBUC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR DESIRABLE. ALL TEMPORARY LIMITED EASEMCNTS EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS NSMUME14T IS GIVEN. UMENSWING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE EXISTING CENTERLINE AUGNMENT, AS SHOV44 ON THIS PUT. T30N T29N LOCATION SKETCH 33 rnm K K 140TH.. AVENUE l BASS 28 27 2 02 0c P PERCH LAKE 3 3 132ND LPI(E AVENUE �F p ER Li w w N J 34 35=Jl N VYO N n F. BEGIN RELOCATION ORDER—J —END RELOCATION ORDER STA 173+50 STA 244+00 3I3 Y 364324.8727 Y 364363.0140 rn m X 533267.4444 X 540178.7474 (57.6414 FEET SOUTH AND 176.2290 (3.2013 FEET SOUTH AND 1176.6346 FEET WEST OF THE NORTH 1/4 FEET WEST OF THE NORTHEAST CORNER OF SECTION 3-29-19) CONNER OF SECTION 2-29-19) SCALE IN MILES 0 0.5 T.0 1.5 2.0 LENGTH OF PROJECT CENTERLINE= 7050 FEET OR 1.335 MILES 0N 29N I�1 ST. CROIX COUNTY STATE OF WISCONSIN 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 HIGHWAY EASEMENT TEMPORARY LIMITED EASEMENT QUIT CLAIMED RIGHT-OF-WAY 1 4,03 GREG S. AND PATRICIA J. NELSON HE & TLE 0,018 ACRES OR 763 SO, FT, 0,025 ACRES OR 1,089 SO, FT, 2 4.03, 4,06 4.05, & 4,07 NORTHERN STATES POWER (DOING BUSINESS AS XCEL COMPANY ENERGY) HE & TLE 0.505 ACRES OR 22,021 SQ. FT. 0.060 ACRES OR 21616 SO, FT. 3 4.03 STATE OF WISCONSIN HE 0.122 ACRES OR 5,300 SO, FT, 4 4,03 ST, CROIX COUNTY QCD 0.122 ACRES OR 5,300 SQ, FT. 5 4,06 RICHARD L AND PHILIPPINE U. BEER ILE 0,012 ACRES OR 532 SQ. FT, 6 4.06 & 4,07 TRUST AGREEMENT OF JOHN AND ELAINE HERINK HE & TLE 0.148 ACRES OR 6,455 SQ, FT, 0,133 ACRES OR 5,807 SQ, FT, 7 4,07 J. MICHAEL AND STACY J. HERINK HE & TLE 0.024 ACRES OR 1,045 SO, FT, 0,030 ACRES OR 1,319 SQ. FE 8 4.031 4.06 4,05, & 4,07 NORTHERN STATES POWER (DOING BUSINESS AS XCEL COMPANY ENERGY) COR &TCE 9 & 4. & 4.07 AT&T DISTRIBUTION COR & TCE 10 4,06 & 4,07 MIDWEST NATURAL GAS CDR INTEREST KEY HIGHWAY EASEMENT HE TEMPORARY LIMITED EASEMENT TLE WIT CLAIM DEED QCD CONVEYANCE OF RIGHTS COR TEMPORARY CONSTRUCTION EASEMENT TCE PROJECT NUMBER: 8939-08-05 HIGHWAY: C,T.H. "E" ST. CROIX COUNTY, WISCONSIN SCHEDULE OF LANDS AND INTERESTS DATE: 08-27-2019 SHEET 4.02 L� SE1 /4_ SW1 /4 CURVE 785-642 SEC. 34-T3ON-R19W Role01 eW'0e Am 8•------------_ C8= S75'44'06•E LOT 1. /I / C= 41,31' TOWN OF ST, JOSEPH A= 41.32' W / UNPLATTED LANDS TANK TOUT- s7siti 2•E aU)w Ld Awv �� io973'r. FUGy AOHN T. & GEORGINE Mo SCHOTo ER v � Y 384J8G.2P87�� px EYANCE Y OOC. NO FROM `�'�ES p O % 5JJ4J7.8734 I U 0 / JJ. / X 530500,4628 '� 318616j .� 0 1-I/4' DIAMETER ' J-i/4' DIAMETER "�� M W ALUMINUM CAP / JJ• ALUMI UM CAP n R7 589'55'09'E 2517.66• ® R76 y a4 c '',_ aw 89055909'E 119.53' 4R a$3 I/4 SECTION LIAE'S8 5'D9� 2637.21' 91 7NI - /= ®Zf'� M \- No --- ®50 Y�l �ers4'Y rW �k AT&T �„�,--£o--X-3643s48727 FP x 53328 7444-� �" '~-� .i \ BEG1"ELOCAT]ON ' "- a u1 J1.� \ COPE /R � ORDER (STA. 173+50 I �-�, 8 Jr 11642714 1642 g4 SEC ORE\ \! \ _PROJECT 8939-9-71) s�°d 57.T4JZ3j� NORTHERN STATES- 1J��g \\� �� o + POWER COMPANY �Ar"� / �l °°4u „\ S COlook,U ELECTRICAL TRANSMITION UNE h �H� � "�� 8 � Illy lllll RIGHT_OF_WAY,. DOC_ NO, ��s W /53\�� ® �+ 8' SW1/4-SE1/4-SEC, 34-T30N-R19W LOT 3 ,9xA� ,l --------------------- \ TOWN OF ST, JOSEPH tiN GREG S. & PATRICIA J. OW o A9.1?4/�` D• NELSON CERTIFIED SURVEY MAP VOL, 5, PG. 1415sNO' eA� �.• Pi7.' (1^E `� {A1 J / °�yryb NO 1N WiA CF.WG. VA �%°j(Y 19 6 W�Oq \i \A k5� ° 0 b LOT 4 SA oy Nm 10 t�(A e, v N65 c p0?7 'S5''A6 ti �� .G4 � . DIANA L. DONAJKOWSKI �\ boo O• A ®" 8�' 8a xs " °d N Y 9Q U® o t 2 3 $ 'OG' � 5 NwP�I� j �® �a+� > 65'fil' y645690iPL m Div 1o6'19A .� 4• 'P SMALL TRACT JON R. RESECH �" Y SyA•1�-(I{ uNE �^-'.� I/4 SEC. LINE 589'55'15'E 2637.36' 589'S5_15'E 685_00' �- ..:::" ...' �' PL � 7. 4' 115.65' Sfi c�6 �" PL v 589'55`15•E 704.16' / _`�/ A95 k5891'SS t\5'E q S89'55Y5'E 1739.67' .��\`i ..A;1°-�Zil CURVE 796-798 D= 28'JB'S2• R= 200.00' M 30'4T46' C8- N5020717'E TAN IN= NJ4'S624'E TAN OUT= N65'4410'E RAD PT: Y 364050.4654 X 534038.707Q r 127084A & 133108A �! !m � ��. � b _ �q� �R t >07„4 g �f e+o n •ems CURVE 788-599 CURVE 643-787Fn/ ' �n ea w �� Q'T 4 n \ (/ K °4 6nQ+10,, - D= 2291,8' R= 2221.831' \ 2 R= 2291.8v 6= 011034' 0, 0 8 A° 0S'nl9• Ca= N7538'53"W W= 57719'J2'E G 45.61' \ Cola 47.04' A= 45.61' n I �\ \ CUR 94�79 lollp ryp A= 47.04' TAN IN= N75V3'38'W ^ I \ \ R=84'34� %4r� T= 2a52' TAN OUT= N7614'�'W ` = S7614'10'E m A= TAN IN15�8+ �O TAN CUT= S75W35'E Q`n ( �� `\ CBy42 iMe '41.5'Ej ,�„ J'� RAD PT: Y 36209&852J \ �(y X 532716.1716 A® 1 30.50• /LOT 5 I \ ! T= 65.68' All llll,00 TAN IN= N50'54'59'E Mo RYAN M & /RACHEL M FLATTUM J TAN OUT- 45M330 / 36 I(p RAD PT: Y 4J8&J709 X 533438,9165 wx cN / + `iv x�J� zo ! 0 o / �$e / o o my / I m of I ioo,6$ //loolh / d 10 \ lA 4' s8x I M CURVE 789-791 // xS 9� �`?� � D= 6446.50' / `' Ah 9 6I'xRx® / PLAT/OF BUCK HILL \• �rF ��o 86130036' Zy1Pj/ �`� Py� � ;s / �x,66�o Ce= N4T48'it"% �C/'/ �lyfF p• 2. C= 91.79' �/ � ® A= 97.83' � .Q •� R TAN IN= U44'41'2SE q THOMAS & DEANNA / TAN OUT= N5054'59•E 47 +i\ R- 918.511 RAO PT: Y 363239.4713 DAHLBERG e° oelos7 / o� / X 5J4107.0454 v�$9' x CB= N4055'06.5•E O a .a J >/ LOT 6 C= 131,06' / `la?R o '{;W%\j'S / TA 131.1Y / / ��J ry1+6 TAN IN- N36'4913a / / TAN OUT= N45W� E xeo 44 TOWN OF ST, JO�PH �- NE1/4-NW1/4 SEC. 3-T_2_9N__R19W RONALD R./& piI / KATHY J. BEARL LOT 7 b Y,� R 4i 4 � PROJECT NUMBER: 8939-08-05 S33'11'03�W 21.15'- 66+19.47 10 5001 i'46'W 2204'- KIMBERLY & RONALD JR DREXL �---POT 67+24.58 CL O 1/4 SEC. LINE L Y 3837621993 �'4,P, X 533435.5514 / OA'9g� ifI/If, IIVI� � R- 718.51' z �iPsr "VY JJ• \ OO Ile 1°. 4 G5 J, A- 17648132' C8= 539V5'49'W C= 148.03' A= 148.30' TAN IN= S45W'35'W TAN OUT= 5J311'03'W 72 CURVE 805-804 R= 730,51' A= 11449'32• CB= S39V5'49•W O C= 150,51' A= 150,77' TAN IN= S45'00'35'W TAN OUT= S3311.03•W Y 359z/a93n % 533479.9927 2-3/8' DIAMETER IRON PIPE HIGHWAY: C.T.H. r' S14gy Z4'W V c � � '60 ®yy� ° ELECTRICAL TRANSMITION LINE RIGHT-OF-WAY Ntl H DOC_ NO, 127084A & 133108A 28'�01t_W N k r� NORTHERN STATES POWER COMPANY 1'1973' CONVEYANCE OF RIGHTS FROM NORTHERN STATES 2 N POWER COMPANY TO ST. CRUX COUNTY DOC. NO. 3199661 f S. PL 4Z, 46, p \ STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES S7e>J• H1 UNPLATTED LANDS -_- '- T Sq3 J6• OW OU%N0Ill EHG TO Sr'WCE a ryM0 0 p COUA; or \ \ NO. Jl CES p p 9281J p \\\� �c 1N1ER Y 36437a.b708 X 536075.0303 3-1/4' DIAMETER ALUMINUM CAP f7s>s Sp33B'W\ \ co RIGHT-OF-WAY NOTE: O Z'701 `� �av E,94 q2 \ \ � THE EXISIINC RIGHT-OF-WAY OF COUNTY TRUNK HIGHWAY'E" AS SHOWN, WAS DETERMINED FROM �aN COY AW%O WAS DETERMINED CENTERUNE,FROTHE LATS�NO RIGHT CONVEAY OFYANCES PER STATE PROJETY CTS 89J9-9-7i ASHWAY l'I" SHOWNOml, �R� O� O 8939-O3-00 AND THAT SHOWN ON DER71FIED SURVEY MAP RECORDED IN VOLUME 5, PAGE 1415. 3 \ \ STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES o UNPLATTED LANDS 0 TOWN OF ST. JOSEPH N_W1/4_NE1/4-SEC, 3-T_2_9N-_R_19W 'v 1 RIGHT-OF-WAY COURSE TABLE id PANT NQ STATION OFFSET Y COORDINATE X COORDINATE 2919032 775+05.42 100.64' LT, 3643825141 533437.87J4 589'S5'15E 88500' 814 _ 76+5213 40' LT. 364361.5678 534122.6692 _ N85'44'70'E 9534 875 77+50 LT. 364421.7811 594211.8973 N811I'S4 E 2594' 818 77+75 33.08' LT, 364425.7573 534237.5307 N651205E 178.49 784 79+53.49 34.75 LT. 364500.6225 534399.5847 S24'44031•E 83.73' 782 79+54,18 48.97 ITT, 364424,5826 534434.6068 S662530'W 152.94' 781 76+01.25 47.13• RT, 364363.4124 534294.4273 553'3608 W 52.42 813 77+50 51LIW RT. 364332.3062 534252.7,323 S6512V50W 33.49' 8f2 77+16,51 58.46 RT, 364318.2588 534221,8289 57750V1'W 8&59 811 76+49,44 44.09' RT. 364303.8032 53N54.7792 S651205 W 89,18 810 75+60.27 44.92 PIT. 364266,4008 534073.8275 S745W24•W 4246' 647 181+50 110 LT. 364225.3769 534062.8813 S75VY36"E 450.OT 649 186+00 110, LT, 364109.3642 534497,6698 N881426 E 1D4.40 850 187+00 140' LT. 3641IZ5695 5346OZO237 SM21'39•E 104.40 651 188+00 110 LT. 364057.6030 534690.909f S75V5 WE 46.0V 652 188+46.01 110' LT, 364045.9413 534735,3639 514'56 24 W 110. 800 188+46.01 PC CL 363939.6597 534707.0052 ST. CROIX COUNTY, WISCONSIN DETAIL SHEET PANT N0. STATION OFFSET Y COORDINATE %COORDINATE 600 188+46.01 PC CL 383939.8597 534707.0052 514'SG 24 W 110.00 653 188+46.OI i/D' RT. 38383J.3781 53467&8465 N75W'36'W 794,42 809 1801+51,59 710 RT, 364038,1841 533911.0814 S45W'35•W 7a15' 808 71+81,60 113.60' RT, 363966,4658 533859.3457 S66'2001 W 156,75 806 70+44.59 67,33' RT. 363923.5448 533715.7796 S45W'35•W 246,380 805 67+89,98 84.38 RT, 363749,3598 533541.5MEI CHORD CURVE 605-804 S39V5'49•W 150.51' 804 66+40.20 99'OV RT. oXim32.5550 533446,6217 S3311 O3 W 21.15 e0J 66+19.47 103,26 RT. 363814.a569 533435.0474 N0011'460E 294,89' 788 68+29,32 103,42 LT, 363909,7430 533436.0561 N0011046"E 296,327 645 175+50,32 70' RT, 364206.0620 533437.0698 N75V336 W 153,28 643 173+97.04 70' RT, 364245.5780 53326&9730 CHORD CURVE 643-787 N75038530W 45.61' 787 173+50 70 RT 364256.8827 533244.7900 N13'45'50•E 70,00' 788 173+50 POC CL 364324.8727 533261,4444 N13I 50 E 70,00 785 173+50 70' RT, 364392.8626 53327&0988 CHORD CURVE 785-642 $75'44'Ofi'E 41.3' 642 173+50 70 LT. 364382.6825 553318.1J94 S89'55'09"E 119,53' 2919032 175+05,42 100.64 LT, 364382.5141 533437.6734 DATE: 08-27-2019 SCALE IN FEET 0 50 100 150 SHEET 4.03 E Y 364382.5141 Y 36437&8706 X 533437,6734 X 536075,0303 3-1/4' DIAMETER / R7g ALUMS ALUMINUM CAP ALDMINDN CAP 1/4 SEC, LINE S8955'15'E 2637.36' ~ 3 4 3 2 ; If ( ELECTRICAL TRANSMITION LINE RIGHT -OF _WAYIf \ DOC_NO, 127084A & 133108A \ S NORTHERN STATES POWER COMPANY \ 8 w ( \\ Pam_ PL _ _ _ _ _..j�_ _ 203+00,16 132,58'® TOWN OF ST. JOSEPH N W1 4- N E 1 4-SEC. 3 -T29N - R 19 W CURVE 652-654 R= 1799. 1159 � 15V7'it' CB= S82'37Y I.5'E C= 474,96' TAN IN=OU N89* 9'13 TAN OUT= N89'49'13'E N SCALE IN FEET 0 50 100 150 CURVE 656-65J R= 2019.859' A= 25'37'11' C8= N8752Y 7.5'W o- e9s.67' A= 903.18' TAN IN- S7819103*W TAN OUT= N75V336'W RIGHT-OF-WAY NOTE: THE EXISTING RIGHT-OF-WAY OF COUNTY TRUNK HIGHWAY 'E' AS SHOWN, WAS DETERMINED FROM PV.TIED WIDTHS AND STATIONING PER STATE PROJECT 8939-9-71. FIT ALONG THE EXISTING MGHWAY CENTERLINE UNPLATTED LANDS STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES CURVE 655-659 CURVE 600-602 R= 1829.659' D= 3V0'00' M 16'52'30' R= 1909,8590 CB= N7652'58'E Aa 3629'41' C= 536,99' A= 538.94' CD= N86*41196.03'33.5'E TAN IN= N85'19'13'E G 1216.49' TAN OUT= N8826'43'E u A= 129.68' TAN + T= 6IN= S O TAN TOUT 57 6826 43'E to ANCE BY AWARo DAMAGES OW 197911 HAD PT: Y 365784.0591 O' 0 % 535199.3784 +0 1'1973' HIGHWAY COS , o-A COUNTY --s O FROU, BURNING TO 38 i.E 1445'B o �. --J } y,pPE INTERCEPT �- SLOpE INTERCEPT-] � 0 Y �,4V�pNCE BY NTMAp� N0�319291} � 0 ('1973' HIGHWA FTypM DURNING TO 5T• CR01% C TOWN OF ST. JOSEPH N E1 4-N E1 4-SEC. 3-T29N-R19W STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES UNPLATLED LANDS POINT N0. STARCH OFFSET Y COOItD01ATE X COORDINATE 852 188+46.01 170' LT. 36404&9413 534735.3839 _�CfiORD CURIE 652-654 582'3711_5_E 473.59 654 193+50 110 LT 38398&7090 53520&0160 560'33'010E_145.62' 655 195+00 80 LT. 363961,2005 535348.6708 CHORD CURIE 655-659 N7652'5WE 535,99 859 200+62.50 80 lT. 364083,0670 535871,6485 N6826 43 E 216.26 663 202+7&76 80' LT. 364162.5189 53607Z7857 SO0'3540'W 86,37' 661 202+46,19 POT CL 364076,1497 536071,9897 SO0'3540'W 106.20 662 202+06.16 98.36 FIT, 363969,9604 536070.7880 55313050 W 6,37 660 202+00 100 PIT. 363966.1720 536085.66S8 S6876143OW 137.50' 658 200+62,50 100 RT. 363915,6549 535937,77B5 S61*00'38"W 174.82' 857 199+00 130' RT, 383 380.9296 535784.8639 581'41 25 W 213,41 656 197+00 110' FIT. 363800.0376 535573,6984 CHORD CURIE 656-653 N575211.5'W 895.87' 653 188+46.01 11 RT 35W8 3761 534678.6465 N1456'24'E 110.00' 800 183+46.01 PC CL 363939,6597 534707.0092 N145624E 110,00 652 188+46.01 110 LT. 364045.9413 53473&3639 0 $81'41 25 W 213. o 0 o, \ 202+78,76 801, \'1 N N6/ •ZCi o 21 . o ®moo. / g�Ap3� POT 202+48.19 CL O 1/4 SEC. LINE Y 384076.1497 % 536071.8897 W Z U Q 202+06.16 98.36' Y 361881.9051 % 53604&9175 3-i/4' DIAMETER ALUMINUM CAP PROJECT NUMBER: 8939-08-05 HIGHWAY: C.T.H. "E" ST. CROIX COUNTY, WISCONSIN DETAIL SHEET DATE: 08-27-2019 SHEET 4.04 E \ SW1/4_SW1/4-SEC_ 35-T30N-R19W I \ TOWN OF ST, JOSEPH I = I rn i r CERTIFIED SURVEY MAP VOL._9, PG, 2495 CERTIFIED SURVEY MAP VOL_ It PG, 3194 I Iz . LOT 1 \ LOT 2 I N NATHAN & STACY A. REESE ` GREGORY W. & NICOLE L, HELLAND jo o I \ ly v z ,\ I 10 �I IN _� I \ r CURVE 668-672 "[mt R= 1959.85W \ A= 2130'52' y CB= S79721 090E yg 65, I�eT Y 364376.8706 G 747,3V 8' % 536075,0303 TA 747.J2' ¢ TAN 1N- N6876'43'E 3-1 4' DIAMETER g5 TAN OU7= 589'42'25E x�,-- ALUMINUM CAP'�- ELECTRICAL TRANSMITION LINE RIGHT-OF-WAY € DOC_ NO. 127446A & 133063A N� m 3 NORTHERN STATES POWER COMPANY o. 9 H 111973' CONVEYANCE OF RIGHTS FROM DRTHERN STATES r) POWER C4IAPANY TO ST, CRUX COUNTY DOC. NO, 319966 V > O �- mo 132.58' N89'35'58"E 145,65' Rs � n32.5 ' Rt€A4T U m h Q Y 364076.1497 X 536071,8897 POT 202+4619 CL O 1/4 SEC. ONEin S i 1 13 OA /50 M --fir r_c..mon mw DWo A To ynA'.50 lg.T.BDTILR/L AS�PQf. NS 42I� �2 D 202+06,16 98,36, PATRICK C. & LAURIE J. COLLOVA TRUST LOT 1 S CERTIFIED SURVEY MAP VOL._6, PG, 1644 Y 381861.9057 % 5360w.9175 3-1 /4' DIAMETER ALUMINUM CM PROJECT NUMBER: 8939-08-05 CERTIFIED SURVEY MAP VOL_ 11_PG_ 3194 LOT 3 JEAN M. HAYES 0 r a 0 HIGHWAY CONVEYANCE BY AWARD OF DAMAGES „sI FROM DURNING TO ST, CROIX COUNTY DOC. NO. 3192911 a 'sd ATAT p4MeUMH r SE1 /4 _SWt '4_ SEC, 35-T30N-R19W TOWN OF ST, JOSEPH UNPLATTED LANDS RICHARD L. & PHILIPPINE U. BEER ('i973' HIGHWAY CONVEYANCE BY AWARD OF DAMAGES FROM BEER TO ST. CRC/X COUNTY DOG. N0. 379082} \ 03W�4H 72 R�8§RLSIAIF,��n7�'�poSv N9'�4 fi ,R ^ POT CL 218+50-\ COPE INTER $ Yr3a�/4+�7s � •E• g n S89'42'25'E m. � + Z x s37lea5sw r _ 9'51'090E GFs H WPRO O 3 g062\ O��dP30- 1; S' 0�' N . \Vy-15 8 jo 51 & FRS SCALE IN FEET 0 50 100 150 HIGHWAY: C.T.H. "E" CURVE 603-605 D- 3roo'oo• R� 1909.b59' C8= N7B72'09'E c- 7z3.as' A= 72&28' T= 38881' TAN INS N68'26'4 25 TAN OUTS 582457,95 RAD PT. Y 05 537173.7864 X 537173.7864 o\ CURVE 671-670 R- 1859.859' 18T)8'36' \ C8= M.49s i7'W C= 588,9W A= 5N= N TAN OU N8 72W5W \ TAN OUTe S72'OB'59'W \ \ RICHARD L. & PHILIPPINE U. BEER UNPLATTED LANDS \ � F\ O N lµ m NORTHERN STATES POWER COMPANY-- ELECTRICAL TRANSMITION LINE RIGHT -OF _WAY F CONVEYANCE OF RIGHTS FROM NORTHERN STAS a DOG_ NO, 127446A & 1 TE POWER COMPANY TO ST, CRON COUNTY DOC. NO. 3199661 I RIGHT-OF-WAY NOTE: \ THE EXISTING RIGHT-OF-WAY OF COUNTY TRUNK HIGHWAY 'E' AS SHOWN, WAS OElER111Nm FROM PLATTED WIDTHS AND STARCHING PER STATE PRO.ECT 8939-9-71, FlT ALONG THE EXISRNG \ HIGHWAY CENTERLINE \ \ TOWN OF ST. JOSEPH NW1/4- W1/4-SEC, 2-T29N-R19W \ ST. CROIX COUNTY, WISCONSIN I I RIGHT-OF-WAY COURSE TABLE PANT N0. STATION OFFSET Y COORDINATE X COORDINATE 203+00.16 137-58' LT, 3842/9.2792 538073.37w N8975'58'E 745.68' 666 204+36.03 80 LT._ 364220.2973 536219,0553 _ N5397 'E 153637 667 206+00 BO 'LT. 38{280.8397 .5625 N8931 09 E ZI90 82.19 668 206+76.52 50' LT, 364280,7514 536453.7557 CHORD CURVE 668-672 N7972'09"E 742,80' 672 214+04.78 50 LT. 364417,7838 537183,8097 S89'42'25 E 445.220 881 215+50 50 LT, 364415.5069 537629,0239 SO0T735 W 50.00 B82 218+50 POT CL 364365.5075 537628.7682 S001713YW 50,00' 863 218+50 50 FIT, 364315.5082 537628.5124 N89'42125"W 445.2V 671 2/4+04.78 SO' RT. 364317.7852 537183,2982 CHORD CURVE 671-670 S81'I317 W 586,49 670 208+00 50' RT, 364228,2764 536603,6797 S65'3I45YW 120,32' 669 206+76,52 60 PIT, 364178,4440 536494,1685 S6876 43"W 326.52' 665 203+50 60 RT 384058.4830 536190.w01 S5313050 W 148.67 862 202+06.16 98.36 FIT, 383969.9604 536070.7880 NOO'35'w'E 106.2V fi61 202+46,19 POT CL 364076,1497 536071*8897 N00'3540'E 86.37' 663 202+78,76 80' LT. 364162,5189 536072,7857 NOO'35 40 E 56,76 684 203+00.16 132.58' LT, 384219,2792 536073.3746 DETAIL SHEET i7HM.Y DATE: 08-27-2019 RICHARD L. &PHILIPPINE U. BEER I UNPLATTED LANDS TOWN OF ST. JOSEPH N E1 4-N W1 4-SEC. 2-T29N-R19 W SHEET 4.05 SE1/4-SW1/4-SEC. 35-T3ON-R19W TOWN OF ST, JOSEPH RIGHT-OF-WAY COURSE TABLE POINT NO, STATION OFFSET Y COORDINATE % COOROINA7E 861 218+50 50 LT. 364415,5059 537629.0239 S89'4225 E 550. 675 224+00 50 LT, 364412,6940 538179,0167 N84034'57T 100.50' 876 225+00 604 LT. 364422.1824 538279,0685 S89'42 25"E 286.36' 677 227+56,36 60 LT, 364420,7179 538565AI 1440'51 27 E M,72 713 11+59.51 33 LE 364523.3674 5386542094 CHORD FIVE 713-714 N040'IASW '0 88.15' 714 12+5236 33 T lT. 384808.3057 53884&1944 N01'O6'IS"W 147464' 819 14+00 33 LT, 364755,9193 538845.3494 N68'S345 E 33. 820 14+00 POT CL 364757,5552 538678.3433 Na8'53'45•E 3100 821 14+00 33 RL 364758,1911 538711,3372 SOIT1615"E 100.00' 717 13+00 no Ri 364658,2096 538713.2841 NBB3345 E 17. 716 13+00 50s RT, 364658.5372 538730.2610 S01V6015"E 47,64 715 12+52,36 ITT, 364610,9051 538731,1790 CHORD CURVE 715-712 SO43418.5"E 101.89' 712 1f+43.76 50 RL 384509.3872 538739.8913 S4914V E 15115 679 230+77,28 W LT, 364409.4151 538856,9093 N8945W39"E 122,71' 883 232+00 508 LT, 364409,7489 53897&6158 HB950'39"E 225,00' 664 234+25 504 LT, 364410.3611 539203,6150 PgNT N0. STATION OFFSET Y COORDINATE X COORgNATe 884 234+25 W LT, 364410.3611 539203.6150 S00'0921 E 50. 885 234+25 POT EL 43 3660.3613 539203,7510 SOOri9'21"E 50.00' B88 234+25 W RT. 384310.3614 539203.8871 S8930'39•W 225. 881 232+00 RT, 364309,7493 53597&8879 s89' 39 W 115.35 680 230+84,65 FIT, 364309,4354 538863.5369 S45'0241"W 126,W 711 &+59,86 6 RT, 364219.8432 53877&8047 SDO'OI'15•E 159.86 824 7+00 GOPPIT, 364059,9802 5387738626 S89'S8 45 W 60. 823 7+00 POT CL 364059,9585 538713.86 26 589658'45'W 55.00' 822 7+00 550 LL 304059,9386 538658.8828 NOO601016"W 155.300 710 8+55.30 55' LT, 364215.2406 53O65M& 84 1414431 50 W 92.17 678 228+15.44 80 FIT, 364280,5710 538593.7857 N89'4225'W 415.44' 874 224+00 RT. 3642826957 538178.3518 NBI1003VW 20224' 673 222+00 50' FIT, 364313,7182 537978.50790.00 NB9'4225 W 35 863 218+50 SIT FIT, 364315,5082 537628.5124 N00617'35"E 50. 862 218+50 POT CL 364365.5075 537628.7682 N00170WE 50,00' 881 215+50 LT, 364415,5069 537629.0239 UNPLATIED LANDS RICHARD L & PHILIPPINE U. BEER O � 11973' HIGHWAY CONVEYANCE BY AWMD aF DAMAGES iROM BEER TO 5T. CRq% COUNTY DOG. N0. 3190B21 O �^ b � o 8w v1 W li YDCDC4�R92S16@�71.FASYE87J119_N91>JL�nE981L-GF1'dY n am q 18PILM MWRIIaa STATTS P9lE LCWW&y"PogLRn syssw + w rc n ® •r-,?99'4225�995.22- �. S>a>_nucr``�........g✓....... `�- 1 _ �N84'3M1�"E �bI POT CL 218+50 $ ----- / X 537628.7682 n fi 1/4 SEC. ONE S89'34'09"E 253a.80' a r 1 I S COUNTY s TRUNK s8942'25•E 164897' g HIGHWAY sLi G m I 9:1 wl � g' QI n I a I PT 12+52.36 33'Q14)C CURVE 713-714 mp R= 851.511' PT CL 12+5236- M 05'47'57• Y 364609.9416 CB= NG4'00'I3,5"W X 538681,1883 o- 86ds' A- 56,18' 12+05 3SI"'D' TAN W= N05!502"W O `. TAN CUT= N0106'150W TLE O.WB�ACRES ATCII)' 11116 53, 40, 1ti m 64�E5L E949_@EiH DL VmFR 4Ls7ATg M oov PC Loam Eupulr, oae 6g WNW ryA X W y; N to T' 50' � _ 589'42'25"E 286.36' - ---�ETN SLOPE IHTERCEPn -J-�- N d N = I-N89'42'25•W 795.22' o �� acpE INmtcTrTI--- --_, xm ON N81.10'34"W� W r-� �. ENEBaT za + a N89'42'25"W 415,44' NORTHERN STATES POWER COMPANY IN ELECTRICAL TRANSMMON LINE RIGHT-OF-WAY $m DOC. NO. 127446A do 133063A 1'1973' CONVEYANCE OF RIGHTS FROM NORTHERN STATES - tN POWER COMPANY TO ST, CROIX COUNTY DOC. NO, 3199661 N 1'1973' HIGHWAY CONVEYANCE BY AWARD OF DAMAGES FROM BEER TO 57. CRgX CWNTY DOG. N0. 3190821 RICHARD L. &PHILIPPINE U. BEER UNPLATTED LANDS RIGHT-OF-WAY NOTE: 1HE E795RNC RIOTiT-OF-WAY OF COUNTY TRUNK HIGHWAY •E• ANO BASS UKE ROAD AS SHOWN, WAS DETERMINED FROM PLATTED WOTHS AND STATIONWC PER STATE PROJECT 6939-9-71, FlT ALONG - THE E70511NC HIGHWAY CENTERLINE THE EXISIINC RIGHT-OF-WAY OF CWNTY 7HUNK HIGHWAY 'A• AS SHOYM. WAS DETERMNED iROM WOTHS ANO STATIONING 014 PLANS AND CONVEI'ANCES FROM COUNTY HIGHWAY PROJECT 78-A-1 AND 85-A-2, FIT ALONG 1HE EMSIWG HI4NWAY CFNTF781NE SCALE IN FEET 0 50 100 150 PROJECT NUMBER: 8939-08-05 TOWN OF ST. JOSEPH NE1 /4-NW1 /4-SEC. 2-T29N-R19W HIGHWAY: C.T.H. "E" ST, CROIX COUNTY, WISCONSIN 33' 42+ nEN / (STA, 229+35/10+00 Y 4359.9585 / PROJECT 8939-9-71) eor a a Ind229+ fO+OD 8 + � 9 � X 538871E.•750 I I ii �� 00 I 3 0 I mo E IY� I w0 I I I � i I DETAIL SHEET SW1/4-SEt/4-SEC. 35-T3ON-R19W TOWN OF ST. JOSEPH 33' ?N86'53'45'E 77.00' /®73+00 501/33' S01'06'15"E 47,64' PT 12 52.36 50' CURVE 627-629 UNPLATTED LANDS ® D= 7WOO' 71s-7tz R= 81fl511' TRUST AGREEMENT OF JOHN AND ELAINE HERIN CB 814'17' iR= 768.511' C8= N0513'23.5•W- M 07'38' 11 C• 117.69' _ C8= 50454'Ifl5"E A- 117.69' 4 o- f01.89' T= 386.61' - A= 1O.9Y TAN IN= N0920'3YW _ TAN W= SOITJB'15•E TAN GUT= N01V6'15"W TAN CUT= S08'42'72•E RAD PP. Y 384825.7138 \' I %�539499,5473 3.76 5-1.1973' IGHTi WAY CONVEYANCE FRdA JACOBSON 1'1985' HIGHWAY CONVEYANCE FROM HERINK TO ST_ CROIX COUNTY DOC. NO, 3186151 TO St CROIX COUNTY DOC, NO, 401262 w SJ/ wry no S \ s uM Np 89'S0'39"E N8905( o N89': ® N S00'09'21"E Y 364359.3512 ri PI 230+53,75 �} MT \ \ n 10. (END L 232+0000) 8939-9- g o t/4 SEC uN� n COUNTY TRUNK Ib N �� 1 /A we I IMF �iMF3t AT&T OSMPIIgi - 1DN - G_,gy ENERGY L' J / b �� _ e _ N SOU1N ONE aF 1HE NORTH 83 FEET I 1 /,'1' w�a � � O seaa>QPa�srtt9�m ' 1V +M1 2 UflIIlST9J_5S4Tf.41311A8_E4Fd 2 1 9+� o �° N NORTHERN STATES POWER COMPAN O kg ELECTRICAL TRANSMITION LINE RIGHT-OF-WAY, DO 3p� 8 / 5 111973' CONVEYANCE OF RIGHTS FROM NORTHERN STATES !` 5i M POWER COMPANY TO ST, CROIX COUNTY DOC. NO, 3199661 40 55' 3• 8+59,861.1973' HIGHWAY CONVEYANCE 0.4&$BAYyQF4�g8T182t BQ189W_sTATIiL 'SM h Q i 60' BY AWARD OF DAMAGES IABZTQs�atst mFPIIg1E mr�Ax�._ �In +zslu OIX CROM OUNTY�DOC. NOR TO T 390811 o l L&MWEIEX FffiYBEfB I2 Bg103A&STAT1Ti I M �Y�&�m 8+00 EIi G3n I o 4 IolIonfool VS89'S8' 'W 115.00'I fYi � N � w 55' 60 8 8 � w 7 n NI Lei 672.71'--►- 2 . 550.00'-► � � Y 384380.3813 X 63920&7510 POT CL 234+2. �� RICHARD L. &PHILIPPINE U. BEER m� Ho UNPLATTED LANDS Sa Ty 3� s� wff DATE: 08-27-2019 TOWN OF ST. JOSEPH NWt /4-NE1 /4-SEC. 2-T29N-R19W SHEET 4.06 1 E SWI/4-SE1/4_SEC_35_ T30N_1379W TOWN OF ST, JOSEPH UNPLATTED LANDS TRUST AGREEMENT OF JOHN AND ELAINE HERINK O LOT 1 CERTIFED SURVEY MAP VOL 15, PG_ 4030 J. MICHAEL & STACY J. HERINK O 1 ('1985' HIGHWAY CONVEYANCE FROlA HERINK � I'19BS' HIGHWAY CONVEYANCE FROM HERINX TO ST, CROIX COUNTY DOG. NO. 4012621 W TO ST. CROIX COUNTY DOC. N0. 400472) to 0 F IY o a MN _N................ n +..................... m� I OInd 041y \ N 41 + U 0 Ul IN n N O N69'50'390E 672,71' ii N ............................... -..... ................. n7' nm ............ oo� ................................... lJ3-1,18915011 900.002 Q. b SLOPE INTERCEPT�� BPI X s9 03,7510 POT a z34+zs"�3 COUNTY TRUNK HIGHWAY 3: T ----- ---- ----_ 0 --N89'50'39;E 7346.25' 0 $ + 8 $ ATAT osme7nw • I _ "TIWL GAS AT&T nsmeunoR SLOPE a1TERCE3'7 n n g N Icoresr mwm Z z offigait ® _ es5n39S ,111noo� N 2rJ - S '50'39�W 1225.35 xm error.-r xArvw1 Gu ICAL=TRANSMITiON LINE RIGHT-OF-WAY, DOC_ N0. 128837A 96 Q FL NORTHERN STATES POWER COMPANY 9RPIEvvplll AOEF15Nt i➢R UMM L W PEM 10 I nIIJ 5lA1FS P CM&Nl1._DIM IM 41S g rax, SEC. ONE N8 �rcr RAmx.1 LOT 1 CERTIFIED SURVEY MAP VOL_5 PG. 1286 DAVID R. & KATHLEEN BROWN ('7985' HIGHWAY CCNVEI'ANCE PR00 BROWN TO ST. CROI% COUNTY DOC. N0. 400470J POT 244+00 g Y 540178.7474 X 540/78.7474 o END RELOCA' ORDER N® NB9'5V39'E _ 31$ g SE1/4_ SE1/4 _SEC.-35_ T30N_R19W TOWN OF ST, JOSEPH UNPLATTED LANDS DAVID R. BROWN TRUST (STA. 14+65 CIXINTY / PRO.ECT 85-A-2) N89'S0'39'E 1176.64' 1_ S89'50'39 W - - - - - - ELECTRICAL TRANSMITION LINE RIGHT-OF-WAY, DOC, NO, 128107A M Of O N + UELl4L.D7§llsS t12 iBJ M L _ _STA16 POAOI CPIFyY WC H0. � N RIGHT-OF-WAY NOTE: THE EXISTING RIGHT-OF-WAY OF COUNTY 7RVNK HIGHWAY 'A'%E� AS SHOAN, WAS � DETFRMINm fRg1 WOTHS AND STAnCNINC ON PLANS ANO COVVEI'ANCFS FR01/ COUNTY HIGHWAY PROJECT 85-A-2, Fl7 ILONC 7NE E%ISTINC HIQtIWAY CENTERl1NE AND sEcnal LINE. N � STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES 1 UNPLATTED LANDS vim A gvi RIGHT-OF-WAY COURSE TABLE POINT NO. STATION OFFSET Y COORDI X COORDINATE wK 864 234+25 50' LT4 364410,3611 539203,6150 RICHARD L. & PHILIPPINE BEER TYLER L. BOUMEESTER -'-_ Nag• 39 E 3z5. 846 237+50 50 LT. 364411.2453 51 a" LOT 1 S877r36'E IOO.IZ S UNPLATTED LANDS 847 238+50 451 LT.-364406.539628.6279 N89'S89*5 0192E 250.00' CERTIFIED SURVEY MAP VOL _5, PG. 1431 e4e 241+00 45' LT, 3s44oz1s76 53987&6261 �y( S00'0921 E 5.00 oC 849 241+00 40 LT. 364402.1976 53987&6397 f N89S0392E 300.00 l $ 858 244+00 40 LT, 364219,8432 538773.8047 g SOOb9 212E 4O.00j 860 244+00 POT CL 364059,9802 538773.8626 F� SOOM 21 E 33.00J aZ I 659 244+00 33FIT, 364059,9585 538713,8626 S89'S0'392W 90.00 851 243+10 33 FIT, 364329.7692 540088.8375 O SOOO9 212E 17,00 tliI 850 243+10 El FIT, 364312.7693 540088.B&M S89 39 W 885.00 866 214+25 50 1RT. 364310.3614 539203.8571 N00'092I2W 50.60 865 234+25 POT CL 364360,3613 539203,7510 N00.0921-W 50.00 864 234+25 50 LT. 364410.3611 539203,6150 Y 184368.2/53 X 54135&3820 SCALE IN FEET � TOWN OF ST, JOSEPH TOWN OF ST. JOSEPH NWt/4-NE1/4-SEC. 2-T29N-R19W o so 100 150 NE1/4_NE1/4_SEC_2_T29N-R19W PROJECT NUMBER: 8939-08-05 HIGHWAY: C.T.H. "E" ST. CROIX COUNTY, WISCONSIN DETAIL SHEET DATE: 08-27-2019 SHEET 4.07 E FILENAME: T:\410738STCR0IX-CTHE\C3D\SHEETSPLAN\050101_PP.DWG MLVI OAIt: lU/DU/LU199:gAM YLVI tll: ttt]tit]RC�LHttnit rw� w,.rv��. rw� �..,.��. ««««««««««„ WISDOT/CADDS SHEET 44 LAYOUT NAME - 050101-pp FILE NAME : T:\410738 ST CROIX - CTH E\C3D\SHEETSPLAN\050101_PP.DWG PLOT DATE : 1D/30/2019 9:23 AM PLOT BY : RESHESKE, CARRIt PLV I NHNIt : PLV 1 JI.HLt : NAANRNNtitiNB WgDOT/CADDS SHEET 44 LAYOUT NAME - 050102-pp FILENAME: T:\410738 ST CROIX-CTH E\C3D\SHEETSPLAN\DSO101_PP.DWG PLOT DATE: 10/23/20198:Si AM PLOT BY: RESHESKE, CARRIE PLOT NAME: PLOT SCALE: NltHUNNNHlfNN WISDOT/CADDS SHEET 44 LAYOUT NAME - 050103-pp FILENAME: T:\410738 STCROIX-CTH E\C3D\SHEETSPLAN\OSO101_PP.DWG rt�i uHit: to/ts/tuiy o:5[,vwi revs ni: non��nq �r�nnm �..��.��. �� rrt��rt��Rrt WISDOT/CADDS SHEET 44 LAYOUT NAME - 050104-pp FILENAME: T:\4107385T CROIX-CTH E\C3D\SHEETSPLAN\050101_PP.DWG PLUI UAIt: lU/Li/LU19 tl:]G AM YLVI CT: ttt]nt]RC��.Anrcm r��ivnrvi=. ��+__• ^^^^^^^^^^^ WISDOT/CADDSSHEET 44 LAYOUT NAME - 050105-pp FILENAME: T:\410738 ST CROIX-CTH E\C3D\SHEETSPLAN\OBO101_PP.DWG PLOT DATE: 10/23/20198:52 AM PLOT BY: RESHESKE, CARRIE Pius NAME: rLui SALE: ur+ux++rrxr++r++u W�SDOT/CADDS SHEET 44 LAYOUT NAME - 050106-pp FILE NAME : T:\410738 ST CROIX - CTH E\C3D\SHEETSPIAN\OSO101_PP.DWG PLOT DATE : 10/23/2019 8:52 AM PLOT BY : RESHESKE, CARRIE PLOT NAME : PLOT SCALE : NltNlINNpNRNN WISDOT/CADDS SHEET 44 LAYOUT NAME - 050107-pp EARTHWORK DATA -CTH E EARTHWORK DATA -CTH E 9 STATION AREA (SF) INCR. VOL (CY) CUMULATIVE VOL (CY) MASS ORDINATE CUT FILL CUT FILL CUT EXP. FILL 1.00 1.30 173+50.000 47.08 0.11 0.00 0.00 0.00 0.00 0.00 174+00.000 49.99 0.32 89.86 0.40 89.86 0, 52 89.34 174+50.000 54.17 35.38 96.44 33.06 186.30 43.50 142.80 175+00.000 85.10 63, 52 128.95 91.58 315.26 162.55 152.71 175+47.000 116.27 74.84 175.27 120.42 490.53 319.10 171.43 176+00.000 96.34 81.84 208.67 153,77 699.20 519.00 180.20 176+50.000 132.78 27.81 212.15 101.53 911.35 650.99 260.36 177+00.000 114.28 159.20 228.76 173.16 1140.10 876.10 264.00 177+50.000 124.80 171.45 221.37 306.16 1361.47 1274.10 87.37 178+00.000 98.26 136.49 206.54 285.13 1568.00 1644.77 -76.77 178+50.000 75.84 7.08 161.20 132.94 1729.20 1817.60 -88.40 179+00.000 12.96 6.63 82.22 12.70 1811.43 1834.11 -22.68 179+50.000 14.41 3.87 25.35 9.72 1836.77 1846.74 -9.97 180+00.000 14.53 4.02 26.80 7.31 1863.57 1856.24 7.33 180+87.000 28.07 329.91 68.63 538.01 1932.20 2555.66 -623.46 181+00.000 27.48 181.59 13.37 123.14 1945.57 2715.74 -770.17 181+50.000 35,20 10.43 �58.03 177.80 2003.60 2946.88 -943.28 182+00.000 105.99 2.54 130.73 12.01 2134.33 2962.49 -828.16 182+50.000 140.87 5,24 228.58 7.20 2362.91 2971.85 -608.94 183+00.000 129.05 4.36 249.92 8.89 2612.83 2983.41 -370.58 183+50.000 96.21 1.89 208.57 5.79 2821.40 2990.94 -169.54 184+00,000 65.43 0,08 149.66 1.83 2971.06 2993.32 -22.25 184+50.000 70.26 0.35 125.63 0.40 3096.69 2993.84 102.86 185+00.000 39.09 0.42 101.25 0.72 3197.94 2994.77 203.17 185+50.000 27.93 49,15 62.06 45.91 3260.00 3054.45 205.55 186+00.000 32.41 9.62 55.87 54.42 3315.87 3125.20 190.67 186+50.000 44.72 1.92 71.41 10.69 3387.29 3139.10 248.19 187+00.000 47.40 0.11 85.30 1.88 3472.59 3141.54 331.05 187+50.000 40.24 2.24 81.16 2.18 3553,74 3144.38 409,37 188+00.000 31.16 8.59 66.11 10.03 3619.85 3157.41 462.44 188+50.000 48.93 12, 68 74.15 19, 69 3694.01 3183.01 511.00 189+00.000 53.21 13.88 93.26 24, 68 3787.27 3215.10 572.18 189+39.400 28.36 11.51 58.81 18.61 3846.09 3239.29 606.80 190+00.000 24.15 13.61 58.64 28.25 3904, 73 3276.01 628.72 190+39.400 29.43 14.15 39.02 20.38 3943.75 3302.51 641.24 190+59.405 29.57 21.87 21.86 13, 35 3965.61 3319.86 645.75 190+84.400 28.27 22,80 26.77 20.68 3992.38 3346.75 645.63 191+00.000 28.24 23.77 16.33 13.45 4008.70 3364.23 644.47 191+09.400 27.42 10.36 9.69 5.94 4018.39 3371.95 646.44 STATION AREA (SF) INCR, VOL (CY) CUMULATIVE VOL (CY) MASS ORDINATE CUT FILL CUT FILL CUT EXP. FILL 1.00 1.30 191+59.400 24.12 39.49 47.71 45.62 4066.10 3431.26 634.84 191+84.400 25.38 21.70 22.92 28.33 4089.02 3468,09 620.93 192+00.000 25.41 25.75 14, 67 13.71 4103.69 3485.91 617.78 192+09.400 20.86 19.55 8.05 7.89 4111.74 3496.17 615.57 192+50.000 18.07 35.38 29.27 41.42 4141.02 3550.01 591.01 193+00.000 20.43 30.08 35.63 60.71 4176.65 3628.94 547.71 193+50.000 21.56 26.06 38.86 52.11 4215.51 3696.68 518.83 194+00.000 21.54 28.01 39.89 50.37 4255.40 3762.16 493.24 194+50.000 22.96 39.17 41.07 62.96 4296.47 3844.01 452.46 194+90.600 24.02 38.97 35.12 59.62 4331.60 3921.52 410.09 195+00.000 25.33 37.48 8.59 13.31 4340.19 3938.82 401.37 195+15.600 26.33 50.38 14.93 25.38 4355.11 3971.81 383.30 195+40, 600 25, 80 88.36 24.14 64.23 4379.25 4055.31 323.94 195+50.000 26.32 60.46 9.07 Z5.91 4388.32 4088.99 299.33 196+00.000 25.75 30.05 48.05 85.29 4436.37 4199.87 236.50 196+15.600 24.23 16.73 14.44 13.51 4450.81 4217.43 233.38 196+40.600 35.10 1.56 27.47 8.46 4478.28 4228.43 249.85 196+60.600 32.99 4.24 25.22 2.15 4503.50 4231.23 272.27 196+65.600 35.42 4.12 6.33 0.77 4509.83 4232.23 277.60 197+00.000 34.69 5.44 44.61 6.07 4554.44 4240.12 314.32 197+50.000 33.66 5.71 63.25 10.31 4617.69 4253.52 364.17 197+85.600 32.83 5.03 43.83 7.09 4661.52 4262.74 398.78 198+00.000 32.87 5.10 17.52 2.70 4679.04 4266.25 412.79 198+50.000 34.99 2.18 62.86 6.75 4741.90 4275.02 466.88 199+00.000 42.63 0.05 71.72 2.07 4813.63 4277.72 535.92 199+50.000 46.88 0.16 82.49 0.20 4896.11 4277.98 618.13 200+00.000 53.86 0.82 92.71 0.92 4988.82 4279.17 709.65 200+50.000 54.51 0.25 99.82 1.00 5088.64 4280.47 808.17 201+00.000 44.49 0.72 .91.66 0.90 5180.30 4281.64 898.66 201+50.000 50.30 0.97 87.77 1.57 5268.07 4283.68 984.39 202+00.000 54.61 0.30 97.14 1.18 5365.21 4285.22 1079.99 202+50.000 56.40 0.05 102.79 0.33 5468.00 4285.65 1182.36 203+00.000 33.39 8.59 83.14 8.00 5551.15 4296,05 1255.11 203+66.000 77.60 3.32 135.65 14.56 5686.80 4314.97 1371.83 203+88.000 68.89 3.36 59.68 2.72 5746.48 4318.51 1427.97 204+00.000 61.79 3.39 29.04 1.50 5775.52 4320.46 1455.06 204+50.000 51.58 0.24 104.97 3.36 5880.49 4324.83 1555.66 205+00.000 57.68 0.59 101.17 0.76 5981.66 4325.82 1655.85 0 PROJECT NO: 8939-08-75 HWY: CTH E COUNTY: ST CROIX EARTHWORK DATA � SHEET 106 1 EARTHWORK DATA -CTH E EARTHWORK DATA -CTH E STATION AREA (SF) INCIL VOL (CY) CUMULATIVE VOL (CY) MASS ORDINATE CUT FILL CUT FILL CUT EXP. FILL 1.00 1.30 205+50.000 50.71 1.75 100.36 2.17 6082.02 4328.64 1753.38 206+00.000 32.91 4.44 77.42 5.74 6159.44 4336.10 1823.34 206+50.000 28.05 6.73 56.45 10.35 6215.89 4349.55 1866.34 207+00.000 33.96 6.67 57.42 12.41 6273.30 4365.69 1907.61 207+58.000 51.21 7.08 91.23 14.88 6364.53 4385.03 1979.50 208+00.000 29.07 19.68 62.33 21.03 6426.86 4412.37 2014.49 208+50.000 26.70 16.62 51.37 33.91 6478.23 4456.45 2021.78 209+00.000 29.72 23.84 51.92 37.72 6530.15 4505.49 2024.66 209+50.000 31.60 20.58 56.36 41.49 6586.52 4559.43 2027.10 210+00.000 36.12 15.69 62.24 33.96 6648.75 4603.57 2045.18 210+50.000 40.27 8.61 70.17 22.81 6718.93 4633.23 2085.70 211+00.000 38.07 5.86 71.98 13.55 6790.90 4650.84 2140.06 211+27.000 42.79 6.23 40.43 6.04 6831.33 4658.69 2172.64 211+50.000 42.06 7.17 36.14 5.70 6867.47 4666.10 2201.37 212+00.000 38.10 7.19 73.61 13.37 6941.08 4683.48 2257.60 212+50.000 37.13 5.95 69.14 12.23 7010.22 4699.38 2310.84 213+00.000 41.38 3.12 72.16 8.47 7082.38 4710.39 2371.99 213+50.000 36.46 5.73 71.54 8.29 7153.92 4721.17 2432.75 214+00.000 34.15 5.65 64.93 10.63 7218.85 4734.99 2483.86 214+50.000 33.10 6.90 62.27 11.62 7281.12 4750.10 2531.02 215+00.000 35.65 2.10 63.66 8.33 7344.78 4760.93 2583.86 215+50.000 52.58 0.14 81.70 2.08 7426.48 4763.63 2662.85 215+78.000 81.76 0.00 69.66 0.07 7496.13 4763.72 2732.41 216+00.000 65.66 0.29 60.06 0.12 7556.19 4763.88 2792.31 216+50.000 51.09 1.54 108.10 1.70 7664.30 4766.09 2898.21 217+00.000 50.66 3.25 94.21 4.44 7758.51 4771.86 2986.65 217+50.000 48.55 4.16 91.86 6.86 7850.37 4780.78 3069.59 218+00.000 50.49 3.23 91.70 6.84 7942.07 4789.67 3152.40 218+50.000 49.78 2.47 92.85 5.27 8034.92 4796.52 3238.40 219+00.000 41.03 3.39 84.09 5.42 8119.00 4803.57 3315.44 219+50.000 36.91 2.22 72.17 5.20 8191.17 4810.33 3380.85 220+00.000 35.43 0.72 66.98 2.72 8258.15 4813.86 3444.29 220+50.000 35.05 0.15 65.26 0.80 8323.42 4814.90 3508.52 221+00.000 39.10 0.14 68.65 0.27 8392.07 4815.25 3576.82 221+50.000 40.96 0.51 74.13 0.61 8466.20 4816.05 3650.16 222+00.000 35.89 1.75 71.16 2.10 8537.36 4818.78 3718.59 222+50.000 28.63 15.91 59.74 16.35 8597.09 4840.03 3757.06 223+00.000 25.96 73.08 50.55 82.40 8647.64 4947.15 3700.49 223+50.000 27.79 21.64 49.77 87.70 8697.41 5061.16 3636.25 224+00.000 37.74 2.90 60.68 22.72 8758.09 5090.70 3667.39 STATION AREA (SF) INCR. VOL (CY) CUMULATIVE VOL (CY) MASS ORDINATE CUT FILL CUT FILL CUT EXP. FILL 1.00 1.30 224+50.000 58.22 0.68 88.85 3.31 8846.94 5095.00 3751.94 225+00.000 72.75 10.83 121.27 10.66 8968.21 5108.86 3859.35 225+50.000 76.85 12.73 138.52 21.82 9106.73 5137.22 3969.51 226+00.000 71.78 25.15 137.62 35.08 9244.35 5182.83 4061.52 226+50.000 72.98 30.99 134.04 51.99 9378.39 5250.41 4127.98 227+00.000 64.25 47.61 127.07 72.78 9505.45 5345.03 4160.42 227+50.000 51.73 24.44 107.38 66.72 9612.84 5431.76 4181.08 228+00.000 41.09 23.10 85.95 44.03 9698.78 5489.00 4209.78 228+50.000 53.99 76.53 88.04 92.26 9786.82 5608.94 4177.88 229+00.000 21.91 4.97 70.28 75.46 9857.10 5707.04 4150.06 229+50.000 25.70 0.89 44.08 5.42 9901.18 5714.09 4187.10 230+00.000 68.34 3.46 87.07 4.02 9988.25 5719.31 4268.94 230+50.000 98.30 1.15 154.29 4.26 10142.54 5724.85 4417.69 231+00.000 84.94 1.93 169.67 2.86 10312.21 5728.57 4583.64 231+50.000 66.49 4.26 140.22 5.74 10452.43 5736.03 4716.40 232+00.000 54.50 1.91 112.03 5.72 10564.46 5743.47 4821.00 232+50.000 48.29 5.13 95.18 6.51 10659.64 5751.93 4907.71 233+00.000 40.66 7.05 82.36 11.27 10742.00 5766.58 4975.42 233+50.000 42.69 4.93 77:17 11.09 10819.18 5781.00 5038.18 234+00.000 52.69 3.98 88.31 8.24 10907.49 5791.71 5115.78 234+50.000 67.81 4.70 111.58 8.04 11019.07 5802.16 5216.91 235+00.000 55.39 5.95 114,08 9.86 11133.16 5814.98 5318.18 235+50.000 51.47 4.78 98.95 9.93 11232.10 5827.89 5404.21 236+00.000 45.32 3.88 89.62 8.01 11321.72 5838.30 5483.42 236+50.000 46.95 2.51 85.44 5.92 11407.17 5846,00 5561.17 237+00.000 46.72 2.37 86.74 4.52 11493.90 5851.87 5642.03 237+50.000 45.00 2.17 84.93 4.20 11578.83 5857.33 5721.50 238+00.000 43.04 2.62 81.51 4.43 11660.34 5863.09 5797, 25 238+50.000 35.83 4.88 73.03 6.94 11733.37 5872.11 5861.26 239+00.000 40.01 2.22 70.23 6.57 11803.60 5880.65 5922.95 239+50.000 44.13 2.59 77.91 4.45 11881.51 5886,44 5995.07 239+84.000 111.53 0.00 98.01 1.63 11979.52 5888.56 6090.96 240+00.000 96.26 0.00 61.57 0.00 12041.09 5888.56 6152.53 240+50.000 50.92 0.54 136.28 0,50 12177.37 5889.21 6288.16 241+00.000 57.13 0.02 100.05 0.52 12277.41 5889.88 6387.53 241+50.000 63.07 0.00 111.30 0.02 12388.71 5889.91 6498.80 242+00.000 66.34 0.00 119.82 0.00 12508.54 5889.91 6618.63 242+50.000 70.46 0.00 126.66 0.00 12635.20 5889.91 6745.29 243+00.000 67.03 0.00 127.30 0.00 12762.50 5889.91 6872.59 �•, PROJECT NO: 8939-08-75 HWY: CTH E I COUNTY: ST CROIX EARTHWORK DATA I SHEET 107 L