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Home My WebLink About1999 8947-05-71 .pdfINDEX OF SHEETS SHEET NO. I IT TILE SHEET NO. 2 STANDARD ABBREVIATIONS AND DETAILS SHEET NO, - ESTIMATES OF QUANTITIES SHEET NO. 3 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET N0, - RIGHT-OF-WAY PLAT SHEET N0. 4-6 PLAN SHEET NO. - STANDARD DETAIL DRAWINGS SHEET NO. - SIGN PLATES SHEET NO, _. STRUCTURE PLANS SHEET NO. -- COMPUTER EARTHWORKS DATA SHEET NO. X-X CROSS SECTIONS TOTAL SHEETS = 6 r � i A.D.T. 1998 = 540 A.D.T. 2018 = 830 D.HN'. 2018 = 125 D. = 50/50 TA% OF A.D.T.) = 8% V. _ 45 MPH ESAL. _ STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT HOULTO - CTH W ROAD STH 12 - CTH W CTH E ST. CROIX COUNTY STA. Q+50 Y 3 428,190 X 3 1,434985 CONVENTIONAL SIGNS COUNTY LINE CQMBUSnBLE FLUIDS (UNDER PRESSURE) A a CORPORATE LIMITS-4ezLG1//fzzzz UNDER GROUND UTILITIES j PROPERTY LINE _..____ . ..... GAS ---.G---- ELECTRIC E LOT LINE — -- TELEPHONE — I -LIMITED HIGHWAY EASEMENT---- — — SERVICE PEDESTAL IS EXISTING RIGHT OF WAY CABLE MARKER (' NEW RIGHT OF WAY POWER POLE REFERENCE LINE ,...-^"'�"�-"''^-.,,` TELEPHONE^ SLOPE INTERCEPT .- "'® RAILROADS ORIGINAL GROUND PROFILE MARSH • �` • r` EXISTING ROADWAY OR PRIVATE ENT, — ^ — WOODED AREA CULVERT IN PLACE"". —:-�^^ RIGHT-OF-WAY MARKERS CULVERT REQUIRED r_„y CULVERT REQUIRED PROFILE Q p OVER HEAD LINES O.H. FENCE LINE --X- n1 STATE PMECT NUMBER 'Z 5-71 m ;T L4ke '• 230.E „'. Reymc & Rol Mccu VLY 160 o®uk s 120 k bs Pno Rolx & Karen ` & .x Eicher , Qsam 176 9� 1 tS1A1 Charles Tt+ .a t+.�aaa oo &Mary kft—"F.iddl cn� Dow tx ilVtti Mo''Ae - k Ksan iD t60 r 84 T MA�f esiP � .�.am ta0 ® eo c a °'"..° a Robert °tat Prin .n ;v 3 m�s.y-0 10 FIRM ml VVrJJ MIN rt ry C s• LAY OUT GRAPHIC SCALE a 2 ( iN FEET ) TOTAL. NET LENGTH OF CENTERLINE = 1.3792 MIS i *NLAjL a Y i SHEET NO. i rt ry C s• LAY OUT GRAPHIC SCALE a 2 ( iN FEET ) TOTAL. NET LENGTH OF CENTERLINE = 1.3792 MIS i *NLAjL a Y i SHEET NO. i .. I COUNTY DATE RICHARD KING (HIGHWAY TARMAN) r P` .'JEFFERY S. . *' DURKEE E•24373 - C. St. Croix Co <4 T PREPARED BY «- s 11�1�1■IIIIIII�I rli^I +alAjl+ �n . 1 At\L A4AAT R a RADA RAMS PAGE 6ESCR6PT16N ACG. ACCRECATE R.F. HAD= FKANT AK AHEAD RL RA REFERENCE LNE ASFTL REFERENCE POW AVC. ASEACET RCC.P.SS RFY.TGRCONCRETE CULVERT PV'E. STORM SO.O. 15 C N-]N PAVOUDIT MARICHOS AD.T. AVERAGE RACY IRAFFlG REQO.. REWWED S.0.D. 15 C 8-79 PAVDA04T MA�NGS CTIONS) BEG BEE R£T, RE"E SpA, 18 C 12-2 TRAET C CETRQ. FOR LANE CLOSURE RR. AENPUi'F RECddST. OFOCHT iKST R1C7RUOLi (SURAFAE F MO'RIC G'ERATtG4)W. . RACK M BACK OF SIDEWALX R/W R (NT- -WAY WT. eflumousR0. ROAD Ca CONTRA DAB NEY SAN. SANITARY SEWER C. C: CA CENTER LW SK SDEWNX OF SOUTHWEST CAE COURERCUL ENTRANCE S. SOUTH A CORRAL ANKLE OR DELTA Sa SOUTHBOUND CC Sa SIEFL. BASE COMM. CCNSTRUCTWN S.F. a S1 FT. SAU)E FEET IXi Comm S.Y. a S L YO. SQUARE YARD QTat COUNTY TRUED HIGHWAY ST. STREET G.Y, a CU. M. CLOD YAP) SDA STANDARD CETAL DRAMNCS C.P. CULVERT P'PF STH STATE TRUNK H "AY D- LEGHEE OF CURVE SPA STATION ABRUPT SS STEPS! SEAR EADO E EAGN SAE SilMM"ATIGE OR SWTHC'AST EAST OR EAST PROJECT K ORNATE T.TANGENT OR L E LYE TOP. CONSTRUCDGR PENMT' EftEUMMUCAL EASTOOLM T.P. TELEEHOK POLE EBS FXCAVADON BELOW SUSCRADE T.l� TEMPORARY LANDED EASENp E= 7N. TOMB ,. EL a CBEY. ELEVATOR TYP. TYPICAL EP. EFEEIRCAL POLE U O. UHMASS3ETED FXCAVAnm F#ST• EasTm U.S6S MTED STATES OEOLOOCAL SURVEY F.E. END CMOwKX US# US HIGHWAY P=Y- GENERAL NO lC-�+ F/W FRET OF SIDEWALX VAR. VMABtE FT. FOOT Y.C. %"MCAL CURVE CuNGfl) Q CAS MAT. VERDCN. QV. CAS VALVE V.P.C. VMMCAL PONT OF R ATVIE Mon. HORFUONTAL VPL. VERTCAL POUT OF NTERSEC ON FITD. FIE HYDW.N'T VP.T. VERTICAL PENT 6 TANGENCY �- KET W. WAIERNMi LM PISCE DIAMETER K VEST NO TREES ORSHRiBWTS ARE TO BE REMOVED EW THE WAGE APPROVAL NV . mcBT (ElEVADON) WA WESTSOUND Of LP. WON PIPE OR FIN KYV, WATER VALVE LB, POUND L U24M (a, CURVE) THE LOCATIGB OF DOMING AND PROPOSED UTtLiPY NFSTA[IARES AS SFHOWN LF. a LYE FT. LINEAR FOOT E THE WRNS ARE APPROl1MAPE. THEIEE MAY BE OTHER UMITY WSTAL ATIDES LT. EMT WTHN THE PROXCT AREA THAT ARE NOT SHOAL CONTRACTOR SHALL VER6Y VAX MAn1UM ALL U1111E5 PRCR TO CCHSTRUCTOK Mat MAMAIE ML ELL EL a MA Mu MATE LYE WHEN THE QUANTITY OF MCF E ITEMS BASE OR S.IRFACE COL)RSE IS MEASUBCD FOR PAYMENT BY THE TON. THE DEPTH OF THCWMS W THE MPM H. NGHTH OR NORTH PROCS COGRNATE SHOWN ON� THE W 65 APPROAAIE AND TFE ACTUAL WUL NSP. N STATES POWER DEPEND DEPEND ON DEC E 4F NATURAL AS M BY THE 04C M Na NORTHBOUND NO, NUMBERNO NORTHEAST PAS ZEES HILL BE LOCATED BY OT EFS A E NORMAL RK PAVE. HOWBOO PAVEMENTALL W S TO BE PAVED AS DRU M BY ENCDE PAC F ATEE ENTRANCE PB a Pa AL B X qAy OO Pa POINTDOW OF 6YFRVAEMI Pt POWI` OF P.T. PLWFF CF TANGF]aCY TANGENCY OTT: WAJRPI'RY —CCfZNSTRUCTt®N STAKING_ STATION m n&M DIM CTH E STA 0+50 - 105400 CA PROJECTTOTAL sun 914FZT N 6947-05 -7i 3 MISCIELLAREOUS QUANTITIES, TYPICAL SECTION DIGGERS HOTLINE TEf.E, 1-800-242-8511 VEST VISCIONSIN TEL.COK PC BOX 115 TEI.E. AND CABLE BGYNSVLLLE, VII 54735 GTE NORTH INC. TEL (715}-664-8311 20 V, WrLSCH ST. ATTn ROBIN BUCK RICOLAM VlZr 3486B TELL. (715)-234-5537 ATTK L.ARRY BDUHEESTER SL C IM ELECTRIC CO—OP 1925 RIDGEWAY ST. ST. CROW COUNTY HWY. DEPARTMENT -)2W1L FlM.ck0 SECTIQN C.T.N. E HAMMOND, MSQ 54015 P.a BOX 108 (STA. 0+50 TO STA. 105+00) TEL (715)-7H--7000 11150 DAHAMMONMS ST. 54m5 ITT. LAPTHY TEL (715 796- ATCL DANI2227 EL L FEDDERLY. PE, ELLS, HICKWAY COMMISSIONER PAVEMENT MARKING. 4' PAINT PULVERIZE ANO RELAY ENSTING 8 g�JD St tRFACE EDGE MBARNG(CENTERLINE YELLOW STATION m STAnOta .�_ I. 0+50 - 4+00 700 700 NO PASSING ZONE BOTH LANES 4+00 - 11+90 1580 988 PASSING ZONE EAST BOUND STAnde m 5TAn0N ^yy, II+90 - 23+35 2290 288 PASSING ZONE BOTH DIRECTIONS 23+35 - 29+65 1280 788 PASSING ZONE WEST BOUND CTH E 29+85 - 37+50 1570 961 PASSING ZONE EAST BOUND ST& 0+50 - 105+00 CA 25,608 37+50 - 43+00 1100 138 PASSING ZONE BOTH DIRECTIONS 43+00 - 51+20 1640 1025 PASSING ZONE WEST BOUND 51+20 - 68+70 31 DO 3100 NO PASSING ZONE BOTH LANES 66+70 - 74+0 1590 994 PASSING ZONE EAST BOUND 74+65 - 77+20 SID 64 PASSING ZONE BOTH DIRECTIONS 77+20 - 54+00 1380 850 PASSING ZONE WEST BOUND PROJECT TOTAL 25,QO6 SIX. 84+00 - 105+00 4200 42DO NO PASSING ZONE BOTH LANES PROJECT TOTAL 20,900 L.F, 14,114 L.F. C CQN QL CR(LS HM AGGREGATE BASE CQUESE. S.NQULERS At 71C U.Q�3�MAFNT. TYPE MV• �� SILT MATERIAL PLANT A%iX PAVEMENT ASPHALT LS. SPAnON m STATION L& sihn«4 m STATION f; L $jg]LON m SfAnON Z9MS Taac CTH E CTH E CTH E 1 SPA G+50 - 105+00 CA I STA. 0+50 - 105+00 RLAT. 1,470 SHOULDERS STA. 0+50 - 105+00 CL 56060 308 MAINLINE m »' e NOTE., BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL NOTE:S',rA. 9 NOTIE. STA. 0+50 BEGIN OONMUCTION AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH SAW CUT (BY OTHERS) AND MATCH DUSTING PAVIIIEW 15 tOOSTING ra 0 0+ STA 0+94 CL mp . o C 24' CMF' STA I0+40 CL EXISTING 24* CMP S 8954'22' E 1100.00' n 8 8 8 8 U SCALE STA 4+91 RT. EXISTING F.E. AM o So' 1 00, 150' NET LENGTH OF CENTERLINE STA. 0+50 TO STA. 14+00 = 1350.00 LIN. FT. STA 17+86 LT, E)aS'nNG P.E.AM i STA 14+14 RT. E)GSTNG F.E AM SCALE 0 50' Too' 150' STA 31+56 C.T. EXISTING F.E AM J L SCALE 0 50' 1 ocr 150, STA 21+74 CL EXISTING 72' CUP n u STA 37+95 LT. EXISTING P.E. AM J Ln 8 II STA 38+15 a- E)aS'nNG 24" CMP NET LENGTH OF CENTERLINE STA. 29+00 TO43+00 140000 -------------- I r - STA 24+61 RT, EXISTING F.E. AM r STA 39+13 RT, E)Q"NG F.E. AM STA 13+54 LT. S 89*59'33* E 1500.00! L t E)OSTING F.E. AM STA 14+14 R7. r EXISTING F.E. AM . * i I W-1611IfKRJ&lXAI 1#111mmlig VAN PRO= mulwasm m 1,17- NOTE* DO NOT DISTURB 7' - 8247--05-71 NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL EXISTING SECTION CORNER. Mj(;?j & OF ENT OF CaffERUNE AT ALL AGGREGATE PRr,/ATE ENTRANCES TO MATCH 29 aT _r S_T QTJ-L Or FROM S-T.H. 128 TO C7H -W NOTE STA. 52+43 LT, ® R.R. #3 SAWCUT (By OTHERS) AND15 MATCH E)USnNG PAVEMENT 0 STA 49+04 LT. EASTING P.R. AGG. STA 51+16 LT. >. EMSTING F.E. A= S 89'47'11' E 134157' a L J S 89*51'41* E 2636.27' 8 8 8 S S 8 STA 50+78 RT, SCALE FDOSTING F.E, ADD. NOTE: STk 52+43 Rr, 0 R.R. #3 SAWCUT (BY OTHERS) AND MATCH DUSTING PAVSADIr 0 50' 100' 150' NET LENGTH OF CENTERLINE STA, 43+00 TO STA. 58+00 = 15DOm LIN. FT. I STA 59+47 CL E)QS71NG 18' CMP 8 STA 60+00 RT. E)OSTING P.E.AGG. SCALE 0 50' 100' 150' S 89*51'41' E 2636.27' S 89*51'41' E 2636.27' NET LENGTH OF CENTERLINE STA. 58+00 TO STA- 73+00 — 1500.00 LIN. FT. n 8 STA 79+21 CL DaSTNG 72" CUP STA 634 M LT. 00STING P.E. A= J L Ee STA 83+46 RT. EXISTING F.E. AGG. I . a a If 11 1 2 STA 71+31 LT, E)OST)NG P.E.AGO. - i L I f STA 70+00 RT, EMSTING F.E. AGG. S 89'47'07* E 2636.00' STA 87+39 CL E)GSnNG Vr CMP I f STA 86+43 RT, EXISTING P.E.AGG. NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE PRIVATE ENTRANCES TO P.tATCN STA 87+39 CL. STA 97+22 LT. FM577NC 18' CMP EXISTING F.E. A= n S 89'47'07' E 2636.00° a ° ® m o m m m a o m $ u 8 S 8 o S 8 8 8 8 8 8 8 STA 96+81 RT. C ° BASTING P.E A= �n NOTE STA t UM END CO N ? NOTE; DO NOT DISTURB SAW CUT (BY OTHAND MATCH EXWNG PAVEMENT EXISTING SECTION CORNER. 9 g n 4 95 7R- 6G'389'47'07' E 2636.00'8 r l+ R= SCALE ? 0 50' 100' 150, NET LENGTH OF CENTERLINE STA, 102+00 TO STA, 105+00 = MOM LIN. FT