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Home My WebLink About1999 7901-02-70.pdfI I Sheet No. I IRVe Sheet NOAJ,3 Typical Sections and Detail, Sheet No�1 Estimate of Quantities Sheet No.34 Miscellaneous Quantities Sheet No, Right -of -Way Plot Sheet N0-5,1,6, Y' Plan and Profile Sheet No.6,f -G,3, Standard Detail Drawings Sheet No. Sign Plates Sheet No. Structure Plans Sheet No. Computer Earthwork Data Sheet No. Cross-SectFons TOTAL SHEETS =J�, DESIGN DESIGNATION A.D.T. (1994) = 3300 T. (% OF A,D.T.) = 16% DESIGN SPEED = 55 M.P.H. CONVENTIONAL SIGNS COUNTY LINE CORPORATE UMITS Z&//'� PROPERTY LINE LOT LINE LIMITED HIGHWAY EASEMENT EXISTING RIGHT Or WAY NEW RIGHT OF WAY REFERENCE LIKE SLOPE INTERCEPT ORIGINAL GROUND ------------ MARSH OR ROCK PROFILE CULVERT IN PLACE CULVERT REQUIRED CULVERT REQUIREO (P,.mi,) N COMBUSTIBLE FU!EDS (UNDER PRESSURE) UNDERGROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE POLE RAILROADS MARSH WOODED AREA RIGHT-OF-WAY MARKERS OVERHEAD UNES �1 lil��111111111pplip 111111111 ,1 1 i Ph I 111 ill 151111ii! PUM, OF PROPOSED RIVER FALLS -- C;-T.H. Y9Y'y Ru"Al (HOSPITAL ENTRANCE -- 1.7 MILES EAST) 0 —T— I z OD CV LOAHRMT111 ST. CROIX COUNT 02ER 7901--70 ---WMN=NM� I LAYOUT SCALE ?—__J ---- I J lr. TOTAL NET LENGTH OF CENTERLINE = 1.705 MI, M �u IAY 1'1 1999 t�ONST, CO. C t; Jul, - 81 COORDINATES SHOWN ARE REFERENCED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE, MEASURED FROM ST, CRUX CO. GEODETIC REFERENCE STATION AND RELATIVE TO THE WISCONSIN HIGH PRECISON GRID NETWORK. ELEVATIONS ARE RELATIVE TO THE NAVD 88 ADJUSTMENT. M )RIGNAL PLANS PREPARED BY 'a-KI171'?9 DATE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY -�- __CEQ District ."wpervsw Irw 'A LIST OF -STANDARD ABBREVIATIONS STANDARD DETAIL DRAWNGS ADJ, ADJUST IL OR RAD. RADIUS PAGE DESCRIPTION AGO, AGGREGATE R.P, RADIUS POINT AK AHEAD RL, R/L, REFERENCE LINE S.D.D, 15 C 8-8a PAVEMENT MARKFNG (MAINLINE} �INTERSECTIONS) ASPFL ASPHALT RP. REFERENCE POINT S�D.D. 15 C B-Bb P AVG. AVERAGE P CC.P,S.S REINFORCED CONCRETE CULVERT PIPE. STORM SEWER S.D.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) XOT. AVERAGE ONLY TRAFFIC REO'D. REQUIRED BEG. BEGIN NET, REFERENCE LINE B.A. BEGIN ABRUPT RECONST. RECONSTRUCT BK. BACK FIT. RIGHT D/W BACK OF SIDEWALK R/W RIGHT-OF-WAY BIT. BITUMINOUS RD. ROAD C,Bl CONTROL CABINET sm. SANITARY SEWER C, C , CA CENTER LINE sw, SIDEWALK OR SOUTHWEST C'E. COMMERCIAL ENTRANCE a SOUTH In, CENTRAL ANGLE OR DELTA S.B. SOUTHBOUND CONC. CONCRETE SIB, SIGNAL BASE CONST, CONSTRUCTION SF, or SO, FT. SQUARE FEET Co. COUNTY &Y. a SO. YD. SQUARE YARD Cj'Lt COUNTY TRUNK HIGHWAY ST, STREET C.Y. c CU. YD. CUBIC YARD SOD, STANDARD DETAIL DRAWINGS C.P. CULVERT PIPE STH STATE TRUNK HIGHWAY D. DEGREE OF CURVE ST& STATION E,A, END ABRUPT SS STORM SEWER EA. EACH SE. SUPERELEVATON OR SOUTHEAST El EAST OR EAST PROJECT COORDINATE T. TANGENT OR TELEPHONE LINE E. ELECTRICAL LINE T.C.P. TEMPORARY CONSTRUCTION PERMIT E.EL EASTBOUND Tjp. T.LE, TELEPHONE POLE TEMPORARY LIMITED EASEMENT ELEC. ELECTRICAL TN. TOWN El. o ELEV. ELEVATION TYR TYPICAL E.P. ELECTRICAL POLE UNCL- UNCLASSIFIED EXCAVATION EXIST, F/W EXISTING FRONT OF SIDEWALK U.S.G.& UNITED STATES GEOLOQCAL SURVEY FT. FOOT URN U.S. HIGHWAY G. GAS VAR, VC, VARIABLE VERTICAL CURVE (LENGTH) G.V. GAS VALVE VERT. VERTICAL HOR- HORIZONTAL V.P.C.VERTICAL POINT OF CURVATURE HYD. FIRE HYDRANT INLET V.P.L VERTICAL POINT OF INTERSECTION GENERAL NOTES NL. I.D. INSIDE DIAMETER V.P.T. VERTICAL POINT OF TANGENCY NV. INVERT (ELEVATION) W. WATERMAIN RON PIPE OPIN W. WESTR LB. POUND W.B. WESTBOUND L LENGTH (OF CURVE) W.V. WATER VALVE LF, OR UN. FT, LINEAR FOOT NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL LT. LEFT OF THE ENGINEER MAX MAXIMUM M.H. MANHOLE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION ONLY. mi. MILE CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL U71UTIES LOCATED M.L o MA MATCH LINE PRIOR TO EXCAVATION, MIN, MINIMUM N. NORTH OR NORTH PROJECT COORDINATE WHEN THE QUANTITY OF THE ITEMS OF (BASE OR SURFACE COURSE IS MEASURED N.S.P. NORTHERN STATES POWER FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE N.B. NORTHBOUND SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL NO, NUMBER DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER. N.E. NORTHEAST NOR. NORMAL N.W. NORTHWEST PAVL PAVEMENT P.E. PRIVATE ENTRANCE PB OR P.B. PULL BOX P.C. POINT OF CURVATURE PJ' POINT OF INTERSECTION F.T. POINT OF TANGENCY OTK QUANTITY c E r. STATE PROJECT NUMBER SHEET NO, 7901-02-70 STYPICAL SECTION t_ -51 .02 f .02 9 .02 X .02 X .04 fsf CRUSHED AGGREGATE BASE COURSE (BY OTHERS) -----Trr--ITr 3" SALVAGED ASPHALTIC PAVEMENT BASE COURSE (BY OTHERS) 3' ASPHALTIC CONCRETE PAVEMENT, TYPE MV 3' CRUSHED AGGREGATE SHOULDER COURSE TYPICAL FINISHED SECTION C T H M (STA. 23+00 _TO STA, 42+25.71) q tt- 02 X% .02 X .02 .02 .04,/ Z CRUSHED AGGREGATE BASE COURSE (BY OTHERS) 3" SALVAGED ASPHALTIC PAVEMENT SASE COURSE (BY OTHERS} 77 3* ASPHALTIC CONCRETE PAVEMENT, TYPE MV 3' CRUSHED AGGREGATE SHOULDER COURSE TYPICAL FINISHED SECTION C I H' M (STA. 42+25.71 TO STA, 77+50) 32' -c- t ,04 .02 f. .02 X .02 1111, 11 -- '02 % ZL4 I _ 4 lip =77717:1 !Z"!'.� I --- TTT=7M CRUSHED AGGREGATE SASE COURSE (BY OTHERS) --- 3' SALVAGED ASPHALTIC PAVEMENT SASE COURSE (BY OTHERS) 3' ASPHALTIC CONCRETE PAVEMENT. ME MV 3' CRUSHED AGGREGATE SHOULDER COURSE TYPICAL FINISHED SECTION C TH. M (STA. 784-00 TO STA. 113+00), T 210.0 1-� L - 150.0 — IDO --1— 50 w- 4006 +0,02 It -0,02 —0.04 —006 T - 2MO� L a 150,0 50 0,06 +0.04 +002 -0,02 -0.04 -0,06 CURVE 1 +0.06 — 10,04 +0M - 002 -004 -006 ,6 16 +0,04 +0.02 -004 T = MG� L - 175,0 116.67 —r&3 3� mmayl T = 215.O � L - 160.0 � fi67 3.3 T - 2.35.0 L e 17&0 --- 716.67 .0,04 +0.02 _0 02 -0,04 -0,06 T = 215.0� L a 160.0 3.33�4 0 + +0.04 — — ::�— F 0 02 -002 04 -G,c6 -CURVE 3 STATION 7O STPoTION 23+00 - 71+25 71+25 - 82+00 82+00 - 90+00 90+00 - 104+30 104+30 - 113+00 PROJECT TOTAL CONSTRUCTION STAKING PAVEMENT MARKING (PAINT) EDGE MARKING CENTERUNE PROJECT TOTAL 1 (4-INCH) (4-INCH) WHITE YELLOW l.F. LF, REMARKS 9650 2070 1600 2860 1740 17,920 &lklYi ♦y t BOUNDPASSING ZONE EAST PASSING ZONE WEST WOUND 4... ... ZI&RQU T4 STATION. 5.Y. 23+00 - 42+25.71 4707 42+25,71 - 77+50 8706 77+50 - 113+00 8687 PROJECT TOTAL. 22,100 ASPHALTIC CONCRETE PAVEMENT, HYPE MV, ASPHALT MATERIAL, PLANT MIX PAVEMENT ASPHALT STATION TO 5TATIQN LOCATION TONS TONS 23+00 - 42+2&71 CENTERUNE 900 54 SHOULDERS 385 23 42+25,71 - 77+50 MAINLINE 2070 124 77+50 - 113+D0 MAINLINE 2080 125 PROJECT TOTAL 5435 326 TRAFFIC CONTROL. PROJECT TOTAL CRUSHED AGGREGATE BASE COURSE, SHOULDERS llAnQbL TO 5TATION C.Y. 23+00 - 42+2&71 90 42+25,71 - 77+50 390 77+50 - 113+00 170 PROJECT TOTAL 650 • V2TE, BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE PE.*S. 1 7901-02-70 1 'C7 1 1 am STA, 28+26, LT AGGR. P.E. STA, 31+18, IT AGGR, P.E. CL iE ----�WOODS EDGE Q. P.I. - 24+1105 R 14��V T = 316,34' L = 62172' ;-11:T SEE SUPER ELEYATION TRANSITION DIAGRAMS FOR TRANSITIONS -US-R'& DA -JA-"-* P,L - 41+33.71 A - 59' 58' 42' D - 04' 02' 26' R 1418,00' STA, 41+55 Ta 818.33' V - .36' CMP STA. 32+41 L 1484.39* GOOD CONDITION- 50' - 30' CUP GOOD CONDITION sa l STA- 34+55, LT AGOR, P.E, j % ia— . STA, 4+55, FIT -- ........ 50' 24, CUP GOOD CONDITION Cs STA. 34 7STk"34+S5- '3� gc -72 SAWCUT (BY OTHERS) BIT. P.E. MATCH EMSTING MT. P.E. NET LENGrH OF CENTERLINE STA 23+00 TO STA 43+00 � 2000 LIN FT. * pz=+ + A`or511«r � / o^G4' 02'26' '^ — n° rmuzr c=/4B4.39' 'NQF- BLEND CRUSHED AGGREGATE SHOULDERING UATERIAL � =| ` \ ' ~� `.~ `~ xmz\xcSTA. 46+40 � POOR CONDITIONFOR TRANSMONS � _SEE SUPER ELEVATION TRANSITION DIAGRAMS s!� r------------- _ GOOD CONDITION ---------1 STA. 05 r-2'rCUP GOOD CONDITION m ~~, CID ~~_ m � oesxo7,m i 7901^~(]2-70 | /`,7. 1 im o^s2+95, 21 L.F.sx,nz/,(BY OTHERS) [ MATCH cmSnwGSIT. ec F-----~------------- / STA,se95, LT__� ------eo�c a ' STA. 52+o^m mGR. RE, r ------'—'----------------- 65+45, o AGGRP.E. | / ur^u�+*5 | � . zr-15rcwr / FAIR CONDITION ��P.F_ sT�6z+»/ 2o-,5'cup nnncoxmnow *``. 4=sr5�.6� u=no'zx�`r «" 1ev�o� ,"57sz7 � L=1nszm8' NET LENGTH OF CENTERLNE STA 43+00mSTA 68+00=2500 LIN FT I N2ML BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE P.E,'S, STA. 78+05 58 L.F. SAWCUT (BY OTHERS) MATCH CASTING BIT, P.E. STA. 68+56, LT AGCR. P.E. -A�--------- ----- - ---- - - - - - - Lo STA. 70.95, FIT r AGGR. P.E. 6Q RFC - RI. - 66+75.57 & - 57' 50' 16' 0 - OT 29' 17- R - 1044.DO' T - 576,77' SEE SUM ELEVATION TRANSITION DIAGRAMS L - 105-5,88' FOR TRANSITIONS 5C R/W STA, 84+50, RT AGGR, P.E. + + EXISTING GUARD RAIL MEETS APPLICABLE HEIGHT STANDARDS STA, 88+81, RT BIT. P.E. STA, 88+81 31' - 18' CUP GOOD CONDITION STA, 88+81 17 L.F. SAWCUT (BY OTHERS) MATCH EXISTING BIT, P.E, STA, 91+21, LT AGM P,E. STA, 91+21 31' - 187 CMP GOOD CONDITION - STA. 89+88, RT t 6 817. P.E. ? STA. 89+88 19 LF. SAWCUT (BY OTHERS) MATCH EXISTING SIT. P.E. NET LENGTH OF CENTERLINE STA 68+00 TO STA 93+00 - 2500 LIN FT. STA. 79+90, BY AGM, P.E. TE PROJECT NUi7E3ER SHEET NO 7901-02-70 S 3 PLAN m STA. 91+20.22 W 1/4 SECTION 32 CONTRACTOR MUST NOT DISTURB EXISTING MONUMENT 50' STA. 95+08 60' - 24' CMP ? CONDITION --- --- ---- - STA, 94+63, RT AGCR. P.E. STATE PROJECT NUMBER I SHEET NO, RQTEL BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL 7901-02-70 AT ALL AGGREGATE PF-'S, PLAN 0- 50' STA, 113+00 + STA, 107+45,LT STA- 112.+40 AGM P.E. 51' - .36' CMP STA, 113+00 GOOD CONDITION 22 LF. SAWCUT (BY OTHERS) MATCH EMSTING ROADWAY BIT. 33' R/W -4nu- STA, 108+42. RT AGCR. P,E. STA- 108+42 32- - 15- CMP FAIR CONDITION STA, 108+66, RT ACCR. RE, NET LENGTH OF CENTERLINE STA 93+00 TO STA 113+00 - 2000 ON FT. n G n i f I] SYMBOLS El WORK AREA lb Ah FTFLAGGED, EOUPPED WITH STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF [, SIGN ON PORTABLE OR I PERMANENT SUPPORT r F I It ��---50(r(TYPICAL) SWCTYPCAL)(-5QO'MX— 0'T '"""�T�"' 2 p 6 300'6YYPICALS Q � ► ROAa /� W204 W20-d*�W20-To ✓ (D (l FOR A MOVING WORK OPERATION. SIGNNG FOR BOTH DIRECTIONS SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS PRACTCALL AT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENGINEER, (D SIGN NOT REOUIRED F FLAGGMG OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE AREA,. USE OF THE -BE PREPARED TO STOP" SIGN 5 OPTIONAL. WHEN USED. THIS SIGN SHALL BE LOCATED BETWEEN THE W20-70 AND W20-4 SIGNS. A SOD TYPICAL SPACING SHALL BE PROVIDED BETWEEN THE SIGNS. TO 3OO'(TYPCALI SDO,m%-- Q i DETAI.S OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE STANDARD SPECIFICATIONS. THE SPECIAL PROVISONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE EXACT NAIMBER, LOCATION AND SPACING OF ALL. SIGNS AND DEVICES LAND THE LOCATION OF ALL FLAGGERSISHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER, THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE ANTCPATED TRAFFIC BACKUP OR (THERE, WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS OR AS DIRECTED BY THE ENGINEER, FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN ORECT COMPUNICATON AT ALL TOES. THEY SHALL BE EOLPPEO WITH STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE FLAGONS OPERATION IS NOT N EFFECT, THE 'FLAGGER AHEAD', THE 'ROAD WORK AHEAD' AND THE ONE LABS. ROAD AHEAD' SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED TO NORMAL OPERATION, ALL SIGNS ARE 48' X 48- UNLESS OTHERWISE NOTED qi CAFE ROAn f�AQ 9 7 AJEAD \ AHEM W20-4 W20_t 500'(TYPICAL) 500°(TYPCALI--- VARIABLE DISTANCE I S.Q.Q. 15 C 12-2 T SHOULDER EDGE LINE MARKING (WRITE) EDGE OF TRAFFIC LAZE CENTER LIE MARKING (YELLOW) 50, I2 fi _E4. d � ttO-PA$SING MARKING CENTER LIFE (YELLOW) 6'— ad K l EDGE LINE MARKING (WRITE) TWO WAY TRAFFIC m EDGE OF TRAFFIC LAPS EDGE OF TRAFFIC LANE CENTER LINE MARKING (YELLOW) Q— 50, q`. i _.I_ N ELLOINING MARKING .L. CENTER LINE (YELLOW) VV------------------------------------ 6' SHOULDER EDGE OF TRAFFIC LANE SHOULDER - EDGE OF TRAFFIC LANE LANE I -RE NOTE; ALWAYS LEFT OF CENTER LINE CL- MARKING (WRITE) IN THE DIRECTION OF TRAFFIC CENTER LINE ui SHOULDER NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC y I� EDGE LINE MARKING (WRITE) EDGE OF TRAFFIC LANE OF TRAFFIC LANE LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE MARKING (WHITE) IN THE DIRECTION OF TRAFFIC CENTER LINE, NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC TWO WAY TRAFFIC ONE WAY TRAFFIC TEMPORARY (INTERMEDIATE) PAVEMENT MARKING (SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING) GENERAL NOTES DETALS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL. CONFORM TO STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS, 1Q HALF CYCLE LENGTHS (25'1) WITH 2'VNWUM STRIPE LENGTHS SHALL BE PROVIDED ON ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE, CURVATURE OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENG(NEER TO MARK UNUSUAL ALIGNMENT OF THE TRAVELED WAY, Q2 NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REQUIRES TO BE PLACED, WHERE APPROPRIATE, ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT MARKING ITEM IS INCLUDED IN THE CONTRACT. NOTE ARROW SYMBOL ( =:: > SHOWS DIRECTION OF TRAVEL U m 0 0 0 f A 5U EDGE LINE MARKING THROUGH HIGHWAY @ EDGE ENE MARKING EXTENDED_ WHERE 'W'!S LESS THAN XY Ili END MARKING WHERE CORNER RADIUS BEGINS EDGE LICE MARKW e�- O EDGE LINE MARKING EXTENDED ,.a WHERE 'Tr IS LESS THANTHAN KY 40' END MARKING WHERE CURB BEGINS R u ARUN IMA NOTES EDGE LINES SHALL. BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED THROUGH DRIVEWAYS. WHEN DISTANCE *A' IS LESS THAN 250 FEET, OMIT LANE LINE. �2 WHEN DISTANCE `B" IS LESS THAN 100 FEET, CHU CHAMNELIZING LANE. LINE. l:J ALTERNATn MARKING SHALL BE PROVIDED WHEN SPECBED IN THE CONTRACT.. TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REQUIRED ARE WHERE THE NTERSECTION IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN UNLIGHTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE MOTORIST OR �^;� DISAPPEAR FROM SIGHT. V LOCATE THE EDGE LINE ALONG THE TAPER WHERE "W" IS VOR MORE, THE EDGE LINE IN THE TAPER AREAS OF THE BYPASS LANE AND THE BYPASS LANE SHALL BE LOCATED I -FOOT FROM EDGE OF PAVEMENT TO THE OUTSIDE EDGE OF EDGE LINE. MARKING AT OF CURB & m CHANNELtZING LANE LINE 8" (WHITE) 4' LANE LINE R �. EDGE LINE® � f""` cWwrEs �® +A. MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES) LINE an S.D.D.15 C 8-8b