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Home My WebLink About2000 7919-05-70 .pdfSheet No. 1 Tit1e Sheet NoZI- Z..Z.Typicat Sections and Detaits Sheet No. 3.) Estimate of Quantities Sheet No. — MlsceUQneous Quantities Sheet No. _ Right -OF -Way Plat Sheet No 51-S.3 Plan and Profile Sheet Nog,2_bx Standard Detail Drawings Sheet No. Sign Plates Sheet No, Structure Plans Sheet No. Computer Earthwork Data Sheet No. Cross -Sections TOTAL SHEETS d DESIGN DESIGNATION A.D,T. (1994) = 1300 T. (% OF A,D.T.) -. 4.1% DESIGN SPEED = 55 M.P.H. CONVENTIONAL SIGNS COUNTY LINE CORPORATE LIMITS Z/Ci'If!"/'Of//l' PROPERTY LINE LOT LINE �..� ..._.._._ LIMITED HIGHWAY EASEMENT— — EXISTING RIGHT OF WAY NEW RIGHT OF WAY REFERENCE LINE ". SLOPE INTERCEPT .- ----^ ORIGINAL GROUND MARSH OR ROCK PROFILE _..---^--- CULVERT IN PLACE CULVERT REQUIRED M CULVERT REQUIRED (ProFtte) ® ■ COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDERGROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER DOLE TELEPHONE POLE RAILROADS' MARSH WOODED AREA RIGHT_OF-VAY �— MARKERS OVERHEAD LINES 87&7rE OF WPOCONWH DEP&RTMENT OF TR&HOPORT&TM PUN OF PROPOSED MPROVERENT a?.ci.O's lr� i Efflusaffumm li L_U!■ _fi LAYOUT SCALE ° I ML TOTAL NET LENGTH OF CENTERLINE = 1.480 ML (7813.11 FEET) COORDINATES SHOWN ARE REFERENCED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE, MEASURED FROM ST. EROIX CO.. GEODETIC REFERENCE STATION AND RELATIVE TO THE WISCONSIN HIGH PRECISION GRID NETWORK, ELEVATIONS ARE RELATIVE ID THE NAVD BD AD.IUSTMENT. ILim-I1I E NNW STOFFEL CH --PEW. FALLS, i' 3 DATE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY Survey^- C�paR CORP es.G�r� CE baR CORP. CA Ex�co--er APPROVED FOR DISTRICT OFFICE p iE Et SPR4 P CEStGh S VtECR, LIST OF STANDARD ABBREVIATIONS STANDARD DETAIL DRAWINGS ADJ. ADJUST R. OR RAD, RADIUS PAGE DESCRIPTION AGG. AGGREGATE R.P. RADIUS POINT AH ASPH� AHEAD ASPHALT RL, R/L, REFERENCE LINE S.D.O. 15 C B-Bo PAVEMENT MARKING (MAINLINE) AVG. AVERAGE R.P. REFERENCE POINT SD.D, 15 C 8-8b PAVE (INTERSECTIONS) IrLcap.ss. REINFORCED CONCRETE CULVERT PIPE, STORM SEWER D.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) S.D.D.-QT' AVERAGE DAILY TRAFFIC REO'D� REQUIRED BEG. BEGIN REF, REFERENCE LINE B.A. BEGIN ABRUPT RECONS'L RECONSTRUCT BK, BACK RT. RIGHT B/W BACK OF SIDEWALK R/w RIGHT-OF-WAY BIT. BITUMINOUS RD. ROAD C, B. CONTROL CABINET BAN. SANITARY SEWER C, C CA CENTER LINE SW, SIDEWALK OR SOUTHWEST C.E. COMMERCIAL ENTRANCE S. SOUTH ANGLE OR DELTA S.B. SOUTHBOUND COENTRAL ONC� CONCRETE Ga. SIGNAL BASE CONST CONSTRUCTION S.F, or SO� FT SQUARE FEET Co. COUNTY S.Y. or $0. YD. SQUARE YARD C.TH, COUNTY TRUNK HIGHWAY ST. STREET C.Y. or CU. YD. CUBIC YARD S.D.D. STANDARD DETAIL DRAWINGS Cp� CULVERT PIPE STH STATE TRUNK HIGHWAY D. DEGREE OF CURVE A, STATION EA, END ABRUPT SS STORM SEWER E. EACH S, E. SUPERELEVATION OR SOUTHEAST E. EAST OR EAST PROJECT COORDINATE T. TANGENT OR TELEPHONE LINE E. ELECTRICAL LINE T.C,P. TEMPORARY CONSTRUCTION PERMIT L B. EASTBOUND Tp. TELEPHONE POLE ELEC. ELECTRICAL TA-E. TEMPORARY LIMITED EASEMENT EL or ELEV. ELEVATION TN, TOWN E.P. ELECTRICAL POLE TYR. TYPICAL EXIST, EXISTING UNCL UNCLASSIFIED EXCAVATION F/W FRONT OF SIDEWALK U.S.G.S. UNITED STATES GEOLOGICAL SURVEY FT FOOT usm U.S. HIGHWAY G. GAS VAR. VARIABLE G.V. GAS VALVE V. C. VERTICAL CURVE (LENGTH) HOR, HORIZONTAL VERT. VERTICAL HYD. FIRE HYDRANT V.P.C. VERTICAL POINT OF CURVATURE tNL INLET V.P.f' VERTICAL POINT OF INTERSECTION GENERAL NOTES LQ INSIDE DIAMETER V.P.T. VERTICAL POINT OF TANGENCY INV. INVERT (ELEVATION) W WATERMAIN LAP IRON PIPE OR PIN W. WEST Ls. POUND WEL WESTBOUND L. LENGTH (OF CURVE) W.V. WATER VALVE L.F. OR UN. FT. LT LINEAR FOOT LEFT NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL MAX. MAXIMUM OF THE ENGINEER. M.I-L MANHOLE ML MILE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION ONLY, M.L. or mA MATCH LINE CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL UTILITIES LOCATED MIN, MINIMUM PRIOR TO EXCAVATION. N. NORTH OR NORTH PROJECT COORDINATE WS.P. NORTHERN STATES POWER WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED N.EL NORTHBOUND FOR PAYMENT BY THE TM THE DEPTH OF THICKNESS OF THE COURSE NO. NUMBER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL N, E. NORTHEAST DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED By THE ENIGNEER, NOR, NORMAL N.W. NORTHWEST PAVT PAVEMENT P.E. PRIVATE ENTRANCE PB OR P.B. PULL BOX P,c. POINT OF CURVATURE P1 POINT OF INTERSECTION P'T POINT OF TANGENCY OTY, QUANTITY STATE PROJECT NUMBER I SHEET NO 7919-05-70 .z TYPICAL SECTION TYPICAL FINISHED SECTION Q.T.H. T (STA. 11+44,09 TO STA, 89+57.20) 3' 3' 12' - 12' 3 3' .04 X .02 1, .02 X 02 X X .04 X 771.,"z 711211-1 �7177�7711 7 "/z' EXISTING CRUSHED' AGGREGATE BASE COURSE EXISTING PAVEMENT, PULVERIZE AND RELAY TO A MIN. DEPTH OF 4' OR FULL DEPTH OF EXISTING PAVEMENT 3' ASPHALTIC CONCRETE PAVEMENT, TYPE MV 3® CRUSHED AGGREGATE BASE COURSE, SHOULDERS DATE 28APRo0 LINE NUMBER ITEM ITEM DESCRIPTION 0010 30403 CRUSHED AGGREGATE BASE COURSE 0020 40301 QMP,, ASPHALTIC MIXTURE 003D 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV 0040 64301 TRAFFIC CONTROL 0050 64601 PAVEMENT MARKING, 4-INCH, PAINT 0060 90004 MISC 90004A CONSTRUCTION STAKING 0070 90357 PULVERIZE AND RELAY EXISTING BASE AND SURFACE E S T I M A T E O F Q U A N T I T I E S 7919-05-70 UNIT TOTAL QUANTITY C.Y. 705.00 705.00 TON 4,652.00 4,652.00 TON 4,652.00 4,652.00 LS 1.00 1.00 L.F. 23,503.00 23,503.00 LS 1.00 1.00 S.Y. 20,023.00 20,023.00 SHEET: 3.1 PAVEMENT MARKING (PAINT) EDGE MARKING CENTERUNE (4—INCH) (4—INCH) WHITE YELLOW L.F. LF. STATION lO, STA'_nM ULF QL 11+44.09 — 18+42 1396 174 18+42 — 28+58 2032 1270 28+58 — 29+00 84 10 29+00 — 38+37 1874 1177 38+37 — 50+94 2514 314 50+94 — 58+06 1424 890 58+06 — 68+81 2150 2150 68+81 — 76+10 1458 911 76+10 — 83+61 1502 188 83+61 — 88+85 1D48 655 88+85 — 89+57.2 144 144 PROJECT TOTAL 15626 7877 PULVERIZE AND RELAY'E)aS7NG BASE AND SURFACE STATION TO PATtON. s.v. 11+44,09 — 62+95 12706 62+95 — 89+57,2 7317 PROJECT TOTAL. 2D023 PAVEMENT T51&nON TO STATIIXd LOCATION TONS 11+44.09 — 62+95 MAINLNE 24G4 SHOULDERS 600 62+95 — 89+57.2 MAINUNE 1242 SHOULDERS 406 PROJECT TOTAL 4652 CONSTRUCTION STAKING PROJECT TOTAL i TRAFFIC CONTROL PROJECT TOTAL J ffiU9HEb AGCREGAY£�9AT ('(KoR� 9t0U OL FR C.Y. OOS 11+44.09 — 62+95 465 240 62+95 — 89+57.2 PROJECT TOTAL 705 MISCELLANEOUS QUANnTIES STA. 11+44.09 ! 45L.F, SxvwCur(BY OTHERS) . MATCH EXISTING BIT, / '^ --''- io+mn' STA, 24+22, o GOOD CONDITION F------------- � "�-1 � ��--- NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE P.E.'S AND F.E.'S / S.".5,5/,m srxv*+ � STm AGOG. P.E. ��P.E. i �55-z/rCUP // c5'-1u`CUP z7*-,s^COP / GOOD CONDITION nuuncnwmno* onoocnmmno* . . / o^32+54,o zy'-,a'cxp GOOD CONDITION � 7919-05-70 lu STA. 9+88 sp~ *rn"p mxOocnnmnow �l X STA. 34+86 GOOD CONDITION -�--------------------------------------------------------1 NET LENGTH OFomTERUNE STAx+*.09 TO STAm+00 = 2655RI UN FT. 7919-05-70 PLAN STA- 42+4L LT STA, 44+33, LT�Q��: BLEND CRUSHED AGGREGATE SHOULDERING AGGR. P.E. 22' - 24' CMP AGGRFZ STA, 51+56, LT GOOD CONDITION 26' - 24' CUP AGGR. P.E. GOOD CONOITION 138* - is' CMP GOOD CONDITION ST& 63+30, 25' LT 71 LF SAWCUT (BY OTHERS) MATCH EMSTING BIT. C.T.H. Z NET LENGTH OF CENTERLINE STA 38+00 TO STA 67+00 4 29OM UN FT. STA, 84+68, LT AGGR. PZ 85+0 STA. 84+46, RT AGGR, P.E- 35, - 18, cmp GOOD CONDITION NOTE. D �ME TENRTnSTHIAD LAL STA, 86+56.11 TO STA, 89+57.20 EXSITTNG GUARDRAIL MEETS APPLICABLE HEIGHT STANDARDS REMOVE MILLINGS PRIOR TO PAVING TO MAINTAIN SAME HEIGHTS 7919-05-70 PLAN 90+00 914-50.83 EN D P �R 05-72 EJECT 791�9—� STA. 89+57,20 51 L.F. SAWCUT (BY OTHERS) MATCH EXISTING BIT, NET LENGTH OF CENTERLINE STA 67+00 TO STA 89+57.20 - 2257,20 UN FT. SYMBOLS El WORK AREA FLAGGED, EQUIPPED WITH STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF SIGN ON PORTABLE OR PERMANENT SUPPORT VARIABLE DISTANCE 60" X 24" Q 10-- _0 G20-2 500'CTYPDAL) 500'tTYMALA 500'MIN. 200'TO 300'(TYPICALI ROAD Wk ROAD AHEAD> < AHEAD W20-1 W20-4 0-To FOR A MOVING WORK OPERATION, SIGNING FOR BOTH DIRECTIONS SMALL BE REESTABLISHED (AS SIMULTANEOUSLY AS PRACDCALIAT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENGINEER, Q SIGN NOT RESORTS IF FLAGGING OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE AREA. On W *BE USE OF THE "BE PREPARED TO STOP- SIGN IS OPTIONAL. WHEN USED, THIS SIGN SHALL. WARED BE LOCATED BETWEEN THE #20-7a AND W2C-4 SONS. A SOD' TYPICAL SPACING SHALL BE TO STOP PROVIDED BETWEEN THE SIGNS, �> 20-70 , Q ONE LAT$ ROAD ' � AHEAD AHEAD WOOT�*W20-4 W2S I 200'TO 30G'ITYPICALI--l' ----500'MIN 56O'(TYPICALT 500'(TYPCAL?--- I WORK AREA LIMITS DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLAITM NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE STANDARD SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES (AND THE LOCATION OF ALL FLAGGERS)SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENCNEER, THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE ANTICIPATED TRAFFIC BACKUP OR OULU[, 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 DIRECT COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE FLAGGING OPERATION IS NOT IN EFFECT, THE *FLACTLER AHEAD', THE "ROAD WORK AHEAD' AND THE ONE LANE ROAD AHEAD' SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED TO NORMAL OPERATION. ALL SIGNS ARE 48' X 48' UNLESS OTHERWISE NOTED. 60" X 24" ROAD WORA Q VARIABLE DISTANCE C20-2 S.D.D. 15 C I2-2 SHOULDER f EDGE OF TRAFFIC LANE i I SHOULDER EDGE OF TRAFFIC LANE EDGE LINE MARKING IWPLTE! — EDGE LINE MARKING (YELLOW) — CENTER LINE MARKING (YELLOW) GENERAL NOTES 12 7 DETAILS OF CONSTRUCTION NOT SHOWN ON THS DRAWING SHALL CONFORM TO STANDARD LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE SpEcilCATIONS AND SPECIAL PROVISQNS, I r-4- MARKING (WHITE) N THE MRECTK)N OF TRAFFIC Q HALF CYCLE LENGTHS 125't)WITH 2'lXN:MUM STR!PE LENGTHS SHALL BE PROVIDES ON NO -PASSING MARKING ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYEO WITH REVERSE CURVATURE. CURVATURE OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT E=I CENTER LINE (YELLOW) CENTER LINE OF THE TRAVELED WAY. -------------------------- ----------------------------- T- /////////////0.NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REQUIRED TO BE PLACED, WHERE APPROPRIATE, NCTE:ALL DIMENSIONS SAME AS TWO, WAY TRAFFIC ALONG WITH CENTERLINE TEMPORARY PAVEMENTMARKING WHEN A SAME DAY PERMANENT PAVEMENT I MARKING ITEM IS INCLUDED IN THE CONTRACT. L NOTE ARROW SYMBOL �,DSHOWS DIRECTION OF TRAVEL EDGE LINE MARKING WHITE(---\ I I EDGE LN- MARIONG (WHITE) SHOULDER MT#lujlmli� SHOULDER EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE CENTER LINE MARKING (YELLOW) I 0 n 50, A- 2 NO -PASSING -PASS;NG MAR RING - CENTER LINE i I== ---------- 17 -------- -------- 6, SHOULDER m EDGE OF TRAFFIC LANE SHOULDER EDGE OF TRAFFIC LANE ONE WAY TRAFFIC OF TRAFI`IC LANE m LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE MARKING WfPiTE) IN THE DIRECTION OF TRAFFIC Em CENTER LINE E� : z - I -- -------------------------------------------------------- SHOULDER 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) 1 i w EDGE LINE MARKP,I, tROUGHt HIGHWAY GEDGE LINE MARKING EXIEEENDEU��/� THAN 10 WHERE 'W" IS LESS THAN 10' FO WHERE END MARKING WHERE CORNER PANUS BEGINS m NOTES EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED THROUGH DRIVEWAYS. WHEN DISTANCE "A' YS LESS THAN 250 FEET„ OVIT LANE LNE, WHEN DISTANCE "&' IS LESS THAN 100 FEET, EMIT CHIINNELZNC LANE 04E, 03 ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED N THE CONTRACT. TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REQUAED ARE WPEPE THE INTERSECTION IS 04 A SHARP HORIZONTAL CURVE OR CREST' VERTICAL CURVE IN AN LNLIGHTED AREA SUCH THAT THE EERIE LINE MAY BE MISLEADING TO THE MOTORIST OR DISAPPEAR FROM SIGHT. (D LOCATE THE EGGS LR;E ALONG THE TAPER WHERE -W- IS ITOR MORE, THE EDGE LINE IN THE TAPER AREAS OF THE BYPASS LANE AND THE BYPASS LANE SHALL BE LOCATED 1-FOOT FROM EDGE OF PAVELIGNT TO THE OUTSCE EDGE OF EDGE LINE. \',-EDGE OFENT PAVE M EDGE LINE MARKING —14 / => EDGE LINE MARKING EXTENDED WHERE -W- IS LESS THAN IT END MARKING WHERE CURB BEGINS MINOR INTERSECTION WITH CURBS (TYPICAL MARKING) MARKING AT P.C.___ OF CURB & CUTTER CHANN-LIZNG LANE LINE S' IWHITE) RIGHT TURN LANE --------- ------------ LANE LINE @ A- (WHITE) EDGE L)NEoWHvTv -A- I MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES) EDGE LINE MARKING EDGE LINE MARKING