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Home My WebLink About2002 70.0213 .pdfr 1 W Sheet Na. I Title Sheet No. Typical Seatlomj and Details Sheet No. Estimate . Of Ouantities. Sheet Na° MASCellaneous Duantities Sheet No. Right of Way Plot Sheet No. Plan and Profile Sheet NO. SfandOrd Detail DIO-Ing$ Sheet No. Sign Plate$ Sheet No. Structure Plats Sheet No, Computer Ea"thWork Data Sheet No. Cross Sections TOTAL SHEETS = 53 BEGIN PROJECT DESIGN DESIGNATION STA. 102+00.00 A.D.T. (2002) - 2T44 A.D.T. t2022! - 6330 N 5066.T6 D.H.Y. - 633 E. 5049.16 D. T. 5% DESIGN SPEED 55f45 MPH ESALS 329500 HIGHWAYCOUNTY DEPARTMENT PLAN • OF PROPOSED IMPROVEMENT p T. H. 132ND AVENUE -153RD AVENUE ST. CROIX COUNTY COUNTY PROJECT NUMBER 70�02I3 CONVENTIONAL SYMBOLS COUNTY Ltt$^®^ ® COMBUSTIBLE FLUIDS CORPORATE LIMITS UNDERGROUND UTk P9ES PROPERTY LINE °1= saI _ GAS ---^ G ----- LOT LICE—.----- ELECTRIC -- E --- LMTED EASEMENT I--_----. TELEPHONE', OR TELEGRAPH — T --- EXISING RIGHT 06 WAY ---- -- — COMMUNICATIONS ENE — C ^--- PROPOSED OR NEW P/W LPE SERVICE PEDESTAL 9 SURVEY LINE POWER POLE 6 SLOPE INTERCEPT --- _ TELEPHONE POLE 0 ORIGINAL GROUND r r RA4ROAD MARSH OR ROCK cR0f 0.E "ROE `" �`^ SANITARY SEWER — SAM ^— ITo oa noted ae UcIc STORM SEWER —SS — 4" ±ram —sz, WATER IN MA, -- EX[STWlG CULVERT -----.'-r-® PROPOSED CULVERT AREA ISO. or PIDei CULVERT tnrofHe VF e.1 va i LAYOUT SCALE D—j TOTAL NET LENGTH OF CENTEPLINE L959 WL T-31-N HIM COUNTY PROJECT FEDERAL PROJECT PROJECT CONTRACT rD.Ozls �� # 9 COORDINATES ON THIS PLAN ARE REFERENCED TO AN ASSUMED COORDINATE SYSTEM. ACCEPTED FOR ST, CROIX COUNTY DATE COUNTY COMeSSKkKR ORIGINAL PLANS PREPARED BY EnglneerslArchnects SctentfstsTSl.rveyors p 1A�s ErrA Clclre. WI FYasPcrMVOk 3♦0LU 'ya� ® ° U CLAIRE .'° W 4' wl Al. son DATE __- _ ^ ��- 1 G DATE OF PLOT: 3,15,0? SPLOT' NA PER TAKE bia4T2\LA.";ERVyyA.tk1 VMS ISCAAE IARSDDTY/CADDS SHEET 20 EXISTING, ASPHALTIC SURFACE EXISTING I XISTING CRUSHED AGGREGATE XISTING , Ci USHI EXISTING TYPICAL SECTION C.T.H. '1" UTILITIES GENERAL NOTES MIDWEST NATURAL GAS AMERY TELECOM 116 N NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF 611SHAY STREET SOMERSET.W154025 AMERY, WC 5HARRIMA4AVENUE NORTH 001 (715) 247-5279 (715) 247-5545 THE ENGINEER. ATTN: MR. JUSIIN JACOBS ATTN: MR. MIKE GRIFFIN EXACT LOCATION OF ALL DRIVEWAY ENTRANCES TO BE DETERMINED BY THE ENGINEER IN THE FIELD. AMERITECH XCEL ENERGY 304 SOUTH DEWEY STREET H PROPOSED UTILITY INSTALLATIONS 1201 NGSTONE RD. EAU CLAIRE. WI 54701 THE LOCATION OF EXISTING AND PROP U1, 4016 DSONLiVIW5AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER 1715)366-4792 (715} 831-2260 UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT ATTN: MS, LISA RAMBOLT ATTN: MR. RICK PODOLAK SHOWN. SHRINKAGE OF EARTHWORK IS VARIABLE, AN AVERAGE FACTOR FOR it ST. CROIX COUNTY ELECTRIC COOPERATIVE COMMON EXCAVATION IS 35%. 1925 RIDGEWAY STREET HAMMOND, W1 54015 "Iss WHOT111 CROSS DRAIN PIPE LOCATIONS AND ELEVATIONS AS SHOWN ON THE (8=924-3407 CROSS SECTIONS SHEETS ARE APPROXIMATE AND SHALL BE ADJUSTED ATTN:MR.LARRY GILBERTSON Toll Free (800) 242-8511 TO FIT FIELD CONDITIONS. IMIlWaukee Area (414) 259-1181 DISTURBED AREAS WITHIN THE RIGHT OF WAY SHALL BE FERTILIZED, Hearing impaired THns,com OO (800) 542-2289 SEEDED AND MULCHED OR FERTILIZED AND SODDED AS DIRECTED BY www,DHggersHot THE ENGINEER. DENOTES DIGGERS HOTLINE MEMBER SEED MIXTURE NO.20 SHALL BE USED THROUGHOUT THE PROJECT, ABBREVIATIONS EXCEPT LAWN AREAS WHERE NO. 40 SHALL BE USED. TACK COAT HAS BEEN ESTIMATED AT AN APPLICATION RATE OF A.P. ACCESS POINT L.H.F. LEFT HAND FORWARD 0,025 GAL.,S.Y. AND SHALL AC. ACRES M,H. MANHOLE BE PLACED BETWEEN THE LAYERS A.H. AHEAD MOH. MONUMENT OF ASPHALTIC PAVEMENT. ALUM. ALUMINUM O.L. OUTLOT B.M. BENCH MARK P. PACE BK. BACK P.E. PRIVATE ENTRANCE BIT. BITUMINOUS P.C. POINT OF CURVATURE C.P. CULVERT PIPE P.I. POINT OF INTERSECTION iL CENTERLINE P.T. POINT OF TANGENCY C.T.H. COUNTY TRUNK HIGHWAY P.L. PROPERTY LINE C.S.M. CERTIFIED SURVEY MAP REO,D. REQUIRED GONG. CONCRETE R.R. RAILROAD STANDARD DETAIL -DRAWINGS DESIGN CONTACT COR. CORNER It REFERENCE LINE HILLARY ISEBRANDS, E.I.T. COMM. COMMERCIAL ENTRANCE R,C.C,P REINFORCED CONCRETE CULVERT PIPE BEB-2 TYPICAL INSTALLATIONS OF EROSION BALES ARRAS ASSOCIATES DISCH. DISCHARGE ELEVATION RT. RIGHT 8E9-5 SILT FENCE (715) 834-3161 E ELECTRIC R.H.F. RIGHT HAND FORWARD BF1-11 APRON ENDWALLS FOR CULVERT PIPE FDN. FOUNDATION RrW RIGHT OF WAY 9A1-11c AT -GRADE SIDE ROAD INTERSECTIONS. TYPES "81". -132% F.E. FIELD ENTRANCE SEC. SECTION -C- AND 'D' AND TEE INTERSECTION BYPASS LANE C. GAS S SHED G.M. GAS MARKER S,T.H. STATE TRUNK HIGHWAY G.P„ GAS PUMPS STA. STATION H. HOUSE T TELEPHONE INL. INLET ELEVATION TAV. TAVERN INTEREST L LENGTH OF CURVE T.I. TEMPORARY L.C. LONG CHORD U.S.H. UNITED STATES HIGHWAY L.C.B. LONG CHORD BEARING V.C. VERTICAL CURVE DIM �1.� I* � 20MM000 WISDOT/CADDS SHEET 42 HWY: C.T.H. "I" NTY: ST. CROIX ]GENERAL NOTES, UTILITIES. S.D.D. & ABBREVIATIONS ISHEET NO: PROJECT NUMBER: 70.0213 COU JEJ DATE OF MOT . 4,16,02 _0T NUC P:\ZLASj7\0263t,1.LAS CESI� FRE IS 2' ASPHALTIC SURFACE„DRIVEWAY (WHERE DRIVE IS SURFACED) 24'- 35* C.E. 16, P.E. VAR. SLOPE OXCO'l' AGGREGATE RURAL TYPICAL SECTION ASPHALT PAVEMENT APPROACH — - — - — - -- ROAD --------- I EDGE Or PAVEMENT PAVED SHOULDER z 2'C,A.B,C, SHOULDER +0 z 12* - IT.5' FX• 8'-10' 4: 1 SIDE SLOPE TYPICAL P.E. 8'- 12' HALF PLAN VIEW TYPICAL HALF PLAN VIEW PRIVATE ENTRANCE COMMERCIAL ENTRANCE (P.EJ (CX.1 SHLDER f- SMOER PT. OVER THE DITCH FLOW.LINE M71 I 77, j 7 vm . DESIRABLE 114 CUT —� MATCH TCH dA DEXISTING INQCSIRATLeD1 FILL SLOPE CULVERT i PIPE IF REQUIRED RURAL DRIVEWAY PROFILES I�Zqllx mmm 51 APRON ENOWALL RIPPAP 12" GEOTEXTILE FATIMC. TYPE R SECTION A -A RIPRAP AT APRON ENDWALLS STA 16T+Tl I NO: 3 E COUNTY:ST. -- CROIX - - - -I MISCELLANEOUS DETAILS SHEET ....... , , , PEN TM%E �VIOTMb5FF�tl-l-lbl G,Ptca By FSP n., r � 200-000000 WISOOT/CADDS SHEET 42 DE,S194 FILE IS —1 - " a a 5' ROUNDING M fl8' SEED vI CLEAR ZONE 4 4'+ . 3.80 6' LID' I8' _ 1 CLEAR ZONE 38� _ FERTILIZE f SEED rL r ^ I2,.�_�� 6�_ 3.804" SAL AGED TOP I• _ 4' 2' 4' M-N. E' ROUNDING I C MIN. CRUSHED AGGREGATE SHOULDER (TYP.) LL 3"/2" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 8" CRUSHED AGGREGATE BASE COURSE (It/2" UPPER LAYER) 12" GRANULAR SUBBASE COURSE (TYP.) (2" LOWER LAYER) POINT REFERRED TO ON CROSS SECTIONS (TYP.) 3" PULVERIZED AND RELAYED EXISTING BASE AND SURFACE POINT REFERRED TO ON PROFILE FINISHED TYPICAL SECTION C.T.H. "I" (REHABILITATION) STA 102+00 - STA 131+00 + WIDTHS 00 NOT COINCIDE WITH STA 145+00 STA 16T+00 PAVEMENT STRUCTURE DEPTHS STA 182+S0 - STA 20T+00 ICLEAR ZONE SEED ME 21 POINT REFERRED TO ON PROFILE -°'---0.02% _ 0.02F-->- ro IS' ICLEAR ZONE FERTILIZE 14' VAGED Z--IBr CRUSHER AGGREGATE `•MIN,' " µ0.F•' BASE COURSE 2• CRUSHED AGGREGATE ---. � � y SHOULDER tTYP.) LL ``3!2 SPHALTIC CONCRETE PAVEMENT,TYPE E-I f �Y l �Yf POINT REFERRED TO (I/2PPER LAYER)• Fa -''LOWER LAYER) ' ON CROSS SECTIONS {1� LUG "�d }�, � a? � , O 5'ROUNDING a"` SALVAGED ASPHALTIC PAVEMENT, BASE COURSE p �,� 8" CRUSHED AGGREGATE BASE COURSE .+k 12" GRANULAR SUBBASE COURSE r7 FINISHED TYPICAL SECTION C.T.H. "I" (RECONSTRUCT) •WIDTHS DO NOT COINCIDE WITH STA 131+00 - STA 145+00 STA 167+00 - STA 182+50 PAVEMENT STRUCTURE DEPTHS � U COUNTY'ST WtSDOT/CA00 , SHEET R2 CROkX TYPICAL SECTIONS SHEET N0: L( 151 PROJECT NUMBER 70 0213 HWY C T H I 4ESIGN G$LE FS t:�53P"e6%yhy "�P263tY.eip, DATE Or FtPa - a.%T.p2 R6T N.af. P. %ZLASII'�6253ty5 taS F9l T.AE 4st TT4tvETh4 t Dl C t t3y PP Sc 1 S 2GQ OCOUOP MILL, CRUSH, & RELAY ASPHALTIC PAVEMENT CLEARING AND GRUBBING CLEARING GRUBBING STATION TO STATION LOCATION SY STATION TO STATION LOCATION STA STAx45+qalal+oa3422 RT 1 1 167+00 - 182+50 C.T.H. 1 3789 179,00 - 180+00 C,T.H, I - 7211 193+00 - 194+00 C,T,H. I - RT I I TOTAL EARTHWORK SUMMARY (uNEXP,) (EXP.} CULVERT EIRE & APRON ENDWALLS FOR. CULVERT 1111 (UNEXP.) CUT FILL EXPANSION FILL BORROW APRON ENDWALLS STATION TO STATION LOCATION C.Y. C.Y. FACTOR C-yl Cly. CULVERT PIPE FOR CULVERT PIPE 14536 1.35 19627 1750 18-INCH 18-INCH 102+00 207+00 17877 STATION LOCATION L.F. EACH 1750 TOTALS 17877 133+67 C,T,H, I - P.E., RT 48 2 173+51 C,T,H, I - F,E— LT 28 2 GRANULAR SUBBASE COURSE 182+54 C.T.H. I - P.E_ LT 30 2 TRUCK MEASURED 1,25 MULTIPLIER TOTALS 106 6 STATION TO STATION LOCATION CY 102+00 - 131+00 C,T,H. 1 3169 131+00 - 145400 C.T.H. 1 3215 145+00 - 167+00 C.T.H. 1 2404 CORRUGATED STEEL CULVERT PIPE' 24-1"' 167+00 - 182+50 C,T.H, 1 3559 2677 CULVERT PIPE APRON ENDWALLS 162+50 - 207+00 C.T.H. 1 251 CLASS III FOR CULVERT PIPE 20+00 VALLEY VIEW TRAIL 24-INCH == 15275 24-INCH TOTAL STATION LOCATION L.F. EACH CRUSHED AGGREGATE BASE.COURSE 142+98 CIE 1 78 2 2 167+71 CTH 1 92 1,3 MULTIPLIER 4 TOTALS 170 MAINLINE SHOULDERS MAINLINE SHOULDERS STATION TO STATION LOCATION TONS TONS CY CY 2639 327 1759 218 102+00 - 131+00 C.T.H. 1 3327 158 2218 C.T.H. 1 105 CORRUGATED STEEL PIPE CATTLE PASS 131+00 - 145+00 2002 24B 1335 166 145+00 - 167+00 C.T.H. 1 3684 175 2456 117 CATTLE PASS APRON ENDWALLS 167+00 - 192+50 C.T.H, 1 2230 277 1486 184 EACH 182+50 - 207+00 C.T.H. I is --- STATION LOCATION L�F. 140+40 C.T.H. I TERRIER LANE 22 --- 174 --- 12 2 20+00 VALLEY VIEW TRAIL 261 --- is 131+07 CTH 1 30+00 143RD AVENUE 22 --- 37 --- TOTALS 2 2 40+00 WEST SHORE DRIVE 56 --- so --- 50+00 NORTH BAY ROAD 75 --- so 60+00 153RD AVENUE 75 --- 300 --- P,r./F.E. C.T.H. 1 450 --- 790 RIPRAP TOTALS 16028 10685 PROJECT TOTAL STATION LOCATION C.Y. ASPHALTIC CONCRETE PAVEMENT ITEMS ASPHALTIC SURFACE 167+71 CIS 1 1 ASPHALTIC CONCRETE DRIVEWAYS & ASPHALTIC MATERIAL PAVEMENT, TYPE S-l' FIELD ENTRANCES FOR TACK COAT TOTAL TON TON GAL. STATION TO STATION LOCATION 102+00 - 207+00 C.T.M. I 7616.0 is 20+00 VALLEY VIEW TRAIL 126.0 --- 3.2 40+00 WEST SHORE DRIVE 27,0 --- 4.4 50+00 NORTH BAY ROAD 36.5 --- 4.4 60+00 153RD AVENUE 36 .S — 114+25 C,T,H, I - P,E_ LT -- - 11�3 10.8 •115+32 C,T.H, I - P.E— RT --- 3042O TOTALS Includes Asphaltic Material for Plant Mixes SHEET NO: -- MISCELLANEOUS QUANTITIES HWY: C.T.H. "ICOUNTY: ST. CROIX [" COUNTY PROJECT NUMBER: 70.0213 19 PAVEMENT BARKING, 4-INCH—y SALVAGED TOPSOIL MVLCIiING, FERTILIZER AND SEED SALVAGED FERTILIZER, SEEDING, SEEDING, TOPSOIL MULCHING TYPE B MIXTURE NO, 20 MIXTURE NO. 40 STATION TO STATION LOCATION S.Y. S.Y. Ct'"T • LB. ED. 6230 6230 8,5 325,0 34.O UUDISTRIRUTAD 41150 41150 42.5 1640 169 TOTALS EROSION BALES DELIVERED INSTALLED STATION LOCATION EACH EACH ------------- -------- 111+00 C.T.H. I - RT 5 - 5 112+50 C.T.H. I - AT 5 5 114+00 C.T.H. I - AT 5 5 116+50 C.T.H. I - RT 5 5 127+00 C.T.H. I - LTIFT 10 10 128+00 C,T.H, I - LT/RT 10 10 171+00 C.T.H. I RT 7 7 173+00 C.T.H. I LT 3 3 177+00 C,T.H, I IT 5 5 177+00 C.T.H. I AT 3 3 179iOg C.T.H. I IT 5 5 TOTALS 63 63 DELIVERED INSTALLED MAINTENANCE STATION TO STATION LOCATION L.F. L.F. L.F. 179+00 - 181+00 C,T.H. I - AT 200 200 400 192+50 - 194+50 C.T.H. I - RT 200 200 400 UNDISTRIBUTED 100 100 200 Soo 500 1000 TOTALS maloiAnlsLASS I TYPE A STATION TO STATION LOCATION DELIVERED INSTALLED SY SY -157,50 - 158+50 C.T.H. I SLOPES LT 320 �zv 157+50 - 159+00 C.T.H. I SLOPES RT 380 360 166+50 - 170+50 C.T.H. I SLOPES RT 1285 1285 178+50 - 161+50 C.T.H. I SLOPES LT 405 405 179+50 - 180+50 C.T.H. I SLOPES RT 235 235 192+50 - 194+50 C.T.H. I SLOPES RT 810 BIG TOTALS 3435 3435 STATION LOCATION S'y' 167+71 CTH 1 3-3 TOTAL 3`3 STATION TO STATION LOCATION SKIP DASH WHITE YELLOW YELLOW L.F. L,F. L.F, 102+00 - 207+00 C.T.H. I - RT 10208 --- 102+00 - 207+00 C.T.H. I - LT 10370 102+00 - 207400 C,T.H, I -- CENTERLINE 15650 1312.S TOTALS 10208 26020 1312.50 37540.50 PROJECT TOTALS SAWING EXISTING PAVEMENT SAWING EXISTING PAVEMENT STATIO14 LOCATION L.F. 102+00 GIN 1 30 114425 GIN I - LT, P.E. 16 115,32 CTH I - AT, P..E. 12 18+82 VALLEY VIEW TRAIL 22 40+37 WEST SHORE DRIVE is 50+52 NORTH BAY ROAD 22 60+52 153RD AVENUE 22 207+00 CTH 1 24 TOTAL 166 STATION LOCATION 131*10 C.T.H. I - LT 15 TOTAL 1.5 STATION LOCATION G.F. 131+10 C.T.H. I - LT 15 TOTAL 15 PULYSRSZE 4 RELAY EXISTING SASE AND SURFACE STATION TO STATION LOCATION S.Y. 102+00 - 131+00 C.T.H. 1 7090 145+00 - 167+00 C.T.H. 1 5380 182+50 - 207+00 C,T.H. 1 5990 TOTAL ROIX MISCELLANEOUS QUANTFIES 1! COUNTY: ST. C-i•— — 13 DESIGN FILE, IS DATE C MOT - 4,17,02 MOT LEGEND DAVID SHARON BELL A'r 1463 PINE TREE LA. MARTIN RYAN 6 RICHARD STERBENZ C EROSION BALES CE HOULTON,WI54082 ,� 1352 COUNTY RD.I SOMERSET. WI 54025 SW -NE SEC 27-30-19 NW -SE STA 114+25,LT STA 123.T3,LT SEC 27-30-19 CONSTRUCT P.E. CONSTRUCT F.E, * XCEL ENERGY EXISTING 38' C.P. TO REMAIN ->" _ i r.......-a, ^. rv. r L., SLOPE INTERCEPT MIDWEST NATURAL GAS —112 IF6 Fft 12c� 3d4=— - 320 . _.. LL .Ra 1 SLOPE iNTERCEPT — n. AMERtTECH 50�R/W STA l22�37. RT < Curve Dato STA 115+32, PT STA 117+32,RT CONSTRUCT F,E, P,T. 109+80.24 CONSTRUCT F.E. CONSTRUCT F.E. N 5845.35 NE -SE W EXISTING 12' C P. TO REMAIN EXISTING 15" C.P. 70 REMAItY A - 1.'13°09" SEC 27-30-19 11 q. D " 0.15,00" J jOHNFrEORGINESCHOTTLER T - 243 85 1374 COUNTY RC-1 L 487.58 STEYEN 6 RICHARD STRONG CHR5TOP6£R WEYER SW -NE $OMERSET, W154025 R 229Q8.32 C/O HEATHER BONNEL 13SI COUNTY RD.I P.C. 307+36,39 140 NERTIGE RESERYE $OMERSET. W154025 SEC 27-30-19 P,T. 112+24.07 MENOMONEE FALLS. W1530S1 945 1 1 - - 3 { w0 �..�.— i Scu r Y A 905 _Z =`l- q i.. _ 149 +50 110 +50 a 3ERs70.0213 OESICN FILE IS r;ta1OT03«YT�O25]xLPW +50 1 2+50 d13 *50 114 .50 1 ._1..v._L.._.....1_.._..A_.1....._t_._s.__t..._i...__.. _._153__..._.,,. '50 _..._.. 116_..._.._.*50-_..-117.. __. 450 118 +50 119 +bU HWY' C.T.H. '10 COUNTY: ST. CROIX PLAN AND PROFILE • Mi 79RE - 41f,f7 .AEd'ANIe' ll.tbl Cre +t BY ENS DATE CC CLQT 4126.02 PLbT NJ&: P:t2LA51d�gZS3roi.LAS i 1 3 ! t r— t 121 +50 122 +50 d23 +70 1z9 SCALE: ° so 00 SHEET NO: 61 1E1 Plot $cult: Y' • 1DO.00P0g0 WISOOT/CAOOS SHEET 40 DESIGN FILE IS DATE OF ROT - 4116,02 PLal w - 1: DESIGN FILE IS RITE U PLOT . 4,16,02 lltt a, VESTCH FILE IS DATE C PLOT - 411610Z MI I - �. I— u -1 � - m 19 XSTW FILE IS DATE OF PLOT - 4,16,02 11 I - BERNARD & THOMAS KRATTLEY NW -NE LEGEND 1494 COUNTY RD.1 SOMERSET,W154025 SEC 22-30-1.9 # EROSION MAT CLASS 1, TYPE A TA 186+44.23 C.T.H.-r t= --o--o - SILT FENCE TA 50+00.00 NORTH BAY RD. %- n STA 189+82.LT 42'R!W CONSTRUCT P.E. �.,. EXISTING 15' C.P. TO REMAIN a ' 2 _ _..-- — s.._ — — h � r IBM •3�J DANIEL & BRENDA RICHERT 67T N.BAY RD. SOMERSET, WI 54025 « if 4}CP d m N 925'.-- ,R f +_ w 915 �. 405 -0 as PROJECT NUMBER:70.0213 DESIGN Flu I5 t; \4102GS\01rt0269Mt.�f SLOPE INTERCEPT a FAMERY TELECOM ' STA 141 OT. RT CONSTRUCT P.E. 188-99. RT EXISTING 18" C.P. TO REMAIN -<.{ CSTA Curve DGtO CONSTRUCT P.E. EXISTING 15- C.P. TO REMAIN PROPOSED R/W 0,06 AC. P.F. d87+78.78 000 N 13637.68 E 5410.65 ANTHONY & L.IND WOULF1 RANDALL & HEIDIKRIG 1495 COUNTY R0.1 o0 4. d'01'32" 1491COUNTY RD.1 SOMERSET,WI54025 D - 0.14`60' SOMERSET, WI54D25 ST. CROIX COUNTY T . 205.11 410.21 ELECTRIC COOPERATIVE O OT L • 2291B3367. NE -NE °- 64ATIc DlZt VdWAY R.0 P.T. 189+83,88 SEC 22-30-19 (ZT a� i b T SW -SE SEC d5-30-19 J STA I93>26.LT CONSTRUCT F.E. MICHAEL & SUZANNE DEROSIER 153E COUNTY RD.I cc SOMERSET, W154025 o AMERY TELECOM--` i --PROPOSED R/W .Nr 50'ftlw 0.11 AC. ' 0 4 MARGARET ORF ®oo H-TR GENE ORIF v 1513 COUNTY RD.1 NEW RICHMOND. W154017 3 IE SE -SE n SEC 15-30-19 y k r 4 141 192 193 144 787 188 189 190 HWY: C.T.H.'P COUNTY: ST. CROIX PLAN AND PROFILE ROT N'AE P:\nA51710263M7T l.16 PCN Tc0.E WlratT2\La:I:mlevel.vD1 Creo4M DY EXS PATE OF ROT - 4,3642 SLOPE INTERCEPT STA 19T+%6 RT CONSTRUCT P.E. BENCH MARKS DESCRIPTION 604 SPIKE IN P.P. `- 196 197 SCALE: 0 -�—" Plat/ swl.: I' - 100.0000c10 905 198 149 SHEET NO: 14 E WFS00TICACIOS SHEET 40 DESIGN FILE IS DK DATE U MOT - 4,1610Z K., ru - 1: -I- - ---