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Home My WebLink About1999 8939-06-1 1999.pdfINDEX OF SHEETS SHEET no. I TITLE SHEET No. 2 STANDARD ABBRENIATIONS AND DETAILS SHEET NO, — ESTMATES OF QUANTITIES SHEET NO3 MISCELLANEOUS QUANITTES, TYPICAL SECTION SHEET NO — Rl%iT—OF—WAY PLAT SHEET NO� 4-6 PLAN AND PROFILE SHEET NO. — STANDARD DETAIL DRAWINGS SHEET NO — SIGN PLATES SHEET NO. — STRUCTURE PLANS SHEET NO — COMPUTER ERTHWORKS DATA AONS SHEET NO — CROSS SECTI A.11T. 1998 = 1700 A.D.T. Role = 2550 RKV. 2018 = 400 D. = 50/50 OF kDJ,> = 7/ V. = 55 MPP ESAL. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATIO PLAN OF PROPOSED IMPROVEMENT NORTH HUDSON - SOMERSET ROAD CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) CORPORATE LIMITS .4z1zzzzZ6ezz1_ UNDER GROUND UTILITIES PROPERTY LINE GAS ELECTRIC LOT LINE TELEPHONE tt LIMITED HIGHWAY EASEMENT— SERVICE PEDESTAL EXISTING RIGHT OF WAY CABLE MARKER NEW RIGHT OF WAY POWER POLE REFERENCE LINE TELEPHONE SLOPE INTERCEPT RAILROADS ORIGINAL GROUND PROFILE MARSH EXISTING ROADWAY OR PRIVATE ENT. — ® — WOODED AREA CULVERT IN PLACE E--== RIGHT—OF—WAY MARKERS CULVERT REQUIRED > CULVERT REQUIRED PROFILE 0 0 OVER HEAD LINES ax FENCE UNE --- ------ STH 35 - C.T.H. E CTH V ST. CROIX COUNTY INEIMES �wz I , 0 mm�f Iomm Mm km a 25 AD Wur. TF. AcC«u.gha, 10 141.0 so X Fa n Lloyd Cr 4 Dah1kc 181.09 189 T lawnsui STA. 128+62 :5. K!, j ONNEEM ffmws�ww mw�w marm.m TOTAL NET LENGTH OF CENTERLINE = 22371 ML 9�0� VE 0-E-P-q COORDINATES ON THIS PLAN ARE REFERENCED TO THE ST. CROIX COUNTY COORDINATE SYSTEM. i95�im EM ORUI Fy ST. Ay DEPT. JEFFERYS,, DURKEE E-24373 O St.Croix Co. I Wis.a. vmmmm&l�,, �Mfk I MMTJNE " k LISI OF STAND ani ♦• a i.. STANDARD DETAILS AEL AD.ELST FL w RAA RADIUS PAGE RP, RADIUS PONT AN. MEAD IU. R/L REFERENCE U E ASPH. ASRIN.T RP^ REFERENCE PONT SOA IS C 6-7® PAV06H[ AM AV RMd RCI RmFwcED CoNcRem aALYM Pm STERN SZA 15 C 8-7b PANVA24T 7�Ol9CfK) AA T. AVERNE DAILY TRAFM PIC= REOURED SOD. 15 C 12-2 TRA171C CONTROL ETRR LANE CLOSURE BEA DEW RIFT. pullomm LINE (ALTAR£ MR MO.SW OPERATIONS) 6P [ECIN 0K BACK WL RIGHT n BACK OF M"AN RC. RIQR-Q-WAY ELT aea.ow CLL. CCN7PCL CABINET Sm SANITARY SEWER C Ca CA CENTER LNE SK SIDEWALK OF SaJIHWW CE S. S.%IBI A CENTRAL ANOE OR DELTA S.R, SOUTHEICUND Cam CONICRITE SILL 9WIAL BASE cam CONSTRUCTION S.F. a SC. FT XAwm EFET CO. COUNTY SAY, w SR YM SQUARE YARD C.T76 COUNTY TRIM NOREAY 5G SIMEET CY. w W. T'R. OJRC YAW SDA STANDARD PETAL. BRAIRM P.P. CULVFAT PPE m SD.TE TROT Homy Li BEOEE CP CURK STA. STAT7WT E.A. 00 AIMUPT A STORM SEWER EL PACK S.E.. SUPORELEVAIM Q SOUTHEAST E EAST OR EAST PKOA= COORDINATE L TAHMNT OR TOUVIHONE LW E LIE T.CP. TEMPORARY CONSTRUICROW PERMT Fd EASTBOUND TTr, TVE}L10E E Inrcaw W mm E=VATNCR "am TI 1OBRT ELEC EIECiPoCH. T . TOWN F- w REY. ELEAIMCTRICA y E)=VAVOW F.E.EFEECEMRA� Us" URIDSTATEY OEMAGICAAL SURVEY GENERAL NOTES FRONT OF SIDERAR USH MS HOBEAY [ I= VPR YE CAS vC. IRwrv.aim wwam C.V. OAS VALVE VFRE VERTICAL FRR^ HCRE O TAL YP.0 VERSCAL !LINT OF CURVATURE HID. FARE HYDRANT VPA IERRCK PCNT O INTERSECTION K. GRIT VP.L VERTICAL POW OF TANOENCY m NSCIE CLANCTER K WATERiAlI R WEST NO TREES OR AM m MEWITLSCUT tFE PAR APPROVAL v RfN PIPE OAS ILLWESTBOUND THE UL P0.Tm RV. HILLIER VALVE L L SNOT 1 ECP THE LOCATION CP AND UTILITY INSTALLATIONS AS SW Fb L✓: w U11L FT. L IKEAR fL7CT CH THE RAMS ARE APPROMMATE THERE MAY K Un*R LRRTY INSTAL ATNTR LT. LEFT WITHIN THE PRO.ECT AREA THAT ARE NOT SMQML CCIfrRACTOR *(ALL VT%Y MAL MAXWN ALL UTSITES PRIOR A MiL EWENSE MILE ILL w VA, H T LAC RTL MIN. koram P CP OF TI RI'ACE N 1 t N. NORTH CR MCPROJECT TE 71QN ATOM THE tX(J S NCIRIDMOUND STATES POSER tNORTHEAST} y+� s (4... i Q"� G^% KZ NORTHEAST P EEL NOR NORMAL H.W. R PABEVED PAK. PAVEIEXT P.E.. PRIVATE ENTRANCE PB w P.B. PULL Bar P.C. POINT OF CURVATURE Pl POINT O INTERSECTION P.L POINT Of TANDE?#CY am WAIBTY m .1• f � � 5 STATON TD STATON S2ATON TO STATPH CTH Y CTH Y STA. 10+50 — 129+1Q5 CL 1 STA. 10+50 — 126+62 CL Mimi M—W-05JI. N f:. ELECMCO-,OP If ,Y.. NAWRAL GASTEL 00 TEL ATT. LARRY C[LBERTSON AMJASON", AWM7ECH--RBM OM AND MMMON 1:. SOUTH •: . EAU i " TEL [! CHUCK, ERE Pm Box 108 0 1 KUW(*"1_VAS. 54015 ®MEMMIM : A A :t1:a. *,4&11 1 SgpnaN TO srATav CTH Y STA. 10+50 — 125+62 CL 28,675 PROJECT TOTAL t LS PROJECT TOTAL 1 LS PROJECT TOTAL 24675 S.Y. METE STATGN TTI STATOF! YELLOW�y STA. 10+25 — 48+50 7,650 7,650 NO PASS3NG ZONE BOTH DWCiKWS STA. 46+50 - 55+90 1,460 925 PASSING ZONE NORTH BOUND ffiUSHED AG ELATE BA AS28ALTIQ _GONGRETE PAMA T TYPF lLT k!AIERBAE PLANT MIX STA. 55+90 — 56+25 470 59 PASSM ZONE BOTH DIRECTONS ST& 55+25 — 65+80 1,510 944 PASSING ZONE SOUTH STATDN TO STAMM G.L STATON TD npa STATPA ,iS ASPHALT IDN,aREWAM STA. 65+80 — 88+80 6DO 600 NO PASSM ZONE BOTH DOMCIONS CTH V CTH Y STA, 68+50 — 77+00 1,640 1,025 PASSING ZONE NORTH BOUND ST& 10+50 — 128+82 RT./LT, 1,070 ST& /G+50 — 128+62 CL 7,130 435 STA. 77+00 — 00+00 2,800 325 PASSOTH NG ZONE BDMECDONS M Y�SHOULDERS KK ( YAMUNE ST& 90+00 — 100+40 2,080 1,300 PASSING ZONE SOUTH BOUND STA. 104+40 — 107+10 1,340 1,3W NO PASSiNC ZONE BOTH DIRECTIONS PROJECT TOTAL 7,130 TON 435 TON STA. 107+10 — 117+50 2.080 1,300 PASSING ZONE NORTH HOUND STA. 117+50 — 124+10 1,320 165 PASSING ZONE BOTH DMECTKMS PROJECT TOTAL 1,070 C.Y: ST& 124+10 — 128+62 904 585 PASSM ZONE SOUTH DOUNID PROJECT TOTS- 23,874 LF. 16,798 LF. tTAR[{ 79 4 of 8 AUGNUENT Of CENTERLINE C.T.H. "Y' FROM S.T.H. 35 TO C,T.H, KITE, BLEND CRLMCD AGGRAGATE SMXDERING MATERIAL AT ALL AGG, F.E. TD MATCK NOTE STA. TD+50 BEC04 CONSI. SAW CUT (BY OTHERS D lCti STA 14+27 AND IMTCH P g EXISTING PE. AM t r ` fl EXISTING RCWD BIT, t t p gg sYsX E w..,..m...®�,..®----_..®®® — RIVER ROAD �.—.a..e..__...m.._...�—._. NOTES RT. 2 RIVER RA CUTCBYSAW OTHERS) NO MATCH SCALE Tr EXISTING EXISTING PAVEMENT, 1r — G —[ u STA 11+82 0 50' 100, 150' EXISTING 24' ❑C' NET LENGTH OF CENTERLINE STA, 10+50 TO STA. 22+00 = L150,0 LIM FT, `\ NET LENGTH 13F CENTERLINE STA. 20+00 TO STA. 30+00 - 1000.0 LIM FT. \� CA 97 FT R 4141'3WW° E. M 07-001001 er 83'08'33' I 63'08'33' LT ` ` R 818!1 FT LC hawFT Ls FT 06-16 FT ! ! NOM RT, E 30th ST. SAW /�® CUTQ}Y CiTEfRSJ AND MATCH `\ �!! SCALE ypIN PA, STA 25+80 !! EXISTING PAVENEKT, 6EXISTING 1 24" CPn EXISTING TOWN ROAD BIT. ! 301th ST. EXISTING TOWN ROAD BIT. r1 RIVER ROAD II P I STA 32+42EXISP ' PMP 40+57 YWIITHT 24. 9 I EXISTING PE. AGG. WITH 18' GW ^p n t r 44 zt ' 45+00 45+00 STA 32+77 _ t I — EXISTIP4I 30. CW k^ Harm STA 33+91 RT. f BIT PE I G �!� 1 STA 4I+36 SCALE SAY CUT (BY OTHERS) AND NATQi Ir ItEXISTING EXISTING Pr- AGM PA STA 38+94 k, STA 33+91 EXISTING 24` pP EXISTING P.E. BIT. 0 50' 100' 1S0` NET LENGTH OF CENTERLINE STA 31+00 TO STA. 45+00 = L40U LIM FT. �71 5 *f a TOF CDMALINE C.T.H. FROM &T.H. 35 M C,T.H. REO. NOTE` BLEND CRUSHED AGGRAGATE SCALE SHOKA-DERING MATERIAL AT ALL ( I STA 47+83 STA 58+83 AM PE. TIT MATCH, ! EXISTING P.E. AGC, N EXL AGG. I P I8' 400 Hf II STA5020 STA 47+56 6 (® `� EXYSTYt P,E. AGG. C �`. ' a as f t EX P.E. AM Y&9 NOT D8S YI7}{ 18' CF6' �+R u STA 56+55 EXYSTYNG E4` CHP eer� oasTim CT88TAe' NET LENGTH EF CENTERLINE STA.45+00 TO STA. 54+00 L400.0 LIK FT. SCALE STA 63+53STA e� 61+68 6 EXISTING cw "�° EWXaSTING AM WITH is, ® 50' IRO` ISO' ® ti_ 07400 —.; p STA 67*24 7T4oa 72+00 ( ! STA 62+45 ! I EXISTING FF- AM ! I EXISTING P.E. AM VITH I8° Ct6' NET LENGTH of CENTERLINE STA. 59+00 Tn STA, 73+00 = 1,400.0 LIK FT. ,ar SCALE 30 Z W 0O NOT DISTLRH EXISTING SECTION CORWIL w 100, 150, 73+00 7 aa+aa �« ww067+400 —f STA 80+46 EXISTING F.E. AM '.., WITH E4` CHP "' _ NET LENGTH ®F CENTERLINE STA. 73+00 TO STA. 67+00 = L400.0 LIK FT. .07ma 8039-0�71 aOf6 . C.T.H. * r FROM S.T.H. 35 TO C.TAL wr. NOTER W-M AGGRAGATE SCALE SHCULD RING MATERIAL AT A11 AM P.E. TO MATCH. �®'1'—" "-""'t' '—i 0 50° 100' 150' STA 931U0 n I EXISTING PE AM t `90m f BiFCR t I ri AQ0 B6iU0 NM40 ff Li ' STA 89+82 t EXISTING 24' CH STA 160+29 t B NET LENGTH OF CENTERLINE STA. 87+00 TO STA. I01+00 = 4400A LIM FT. EXISTIG PE. AM STA 102+92 DaSTM TOWH READ BST. 13M Aw. I t +Y RT. Q PAV60�. STA 106+11 j SAW (BPA TH AND PE t SIT MAT MATCH 1 t STA 109+62 hCBi. STA 10+55 EXISTING P.E. AM '® wlaro tm+at t7+00 ,aToa--" itaos! ttt+eD s 6Kr W mwo tlsew__`` `—tt4.co tsB+w SCALE STA I01+98 d I til� ''t EXISTING P.E. K.G. - - DO MOT DISTURB*EXISTING 0 SECTION CORNER. 50` Ia0' 150° NET LENGTH OF CENTERLINE STA.10t+00 TO STA. 115+00 = L400A LIN. FT. SCALE NOTE, STA 128+62 END CONSTRLCTMN r 0 50' Itl0' IStl` SAW CUT CSY OIWn) AND MATCH EXISTING 24` CW EXISTING PAVEMENT, STA 116+53 I ( E3CISTM SHG Pr- AGG, A STA 1TNG 99� STING P t 4 _.....^r \.®.— n tt6+W t4s+fA 117+00 14i+W Mow Irieo4 tRt+00 II It3+pq 127+40 19+00 u STA 122+66 SSA 126+27 EXISTING 24' CMP EXISTING ' NET LENGTH OF CENTERLINE STA 115+00 TO STA. 128+62 L362.0 LIN. FT.