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HomeMy WebLinkAboutProject #4994-01-39 Osborn Ave, Koller to Knappm ,R OF &HEET,i mention No. I Section No, 2 Section No, 3 SecIton No. Section No. 4 sactlon No, 15 Section No. .6 Secdon No. 7 Section No: a Section No. 9 Section No. 0 TOTAL SHEETS = DESIGN DESIGNATION Title Typical Sectfona and Ciahills (Includer Emsion Control) E&Mnalb of Quantities mi=01kneous Quantillos Right of Way Plat Plan and pionla Shindaird Detail Drawings Star) Platei; SliuclurePlunti Camphlor Earilriwatkoela Ciross kA.DJ, 203 z 1,933 A.&MT: 2043 = 2,070 D.H,V. = 311 D,D, SO/St) T. 9A% OESIGN$PEED = 40 MPH CSALS 380,OW CONVENTIONAL SYMBOLS. PLAN CORPORATE LIMITS PROPERTY LINE LOT LINE LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY PROPOSED Oft NEW RIW LINE SLOP[INTERCEPT REFERENCE LINE EXISTING CULVERT PROPOSED CVLWHT (Box at Pipe) COMBUSTIBLE FLUIDS MARSH AREA WOODED OR SHRUB AREA zzzzz&1 A, PROFILE GRADE LINE ORIGINAL GROUND ,MARSH OR ROCK PROFILE (To Lie noted a,mch) SPECIAL DITCH GRADE ELEVATION CULVERT Wrofile View) UTILITIES ELECTRIC FIBER OPTIC ,GAS SANITARY SEWER STORM SEWER TELEPHONE WATER UTILITY PEDESTAL POWERPOLE TELEPHONE POLE 0 0 —f — SAN w jjw�miijj 191IIJ�Ir-'v :11 i''AL6,151"i i g, s] 0 01 A 11 PLAN OF PROPOSED IMPROVEMENT R0 A ummusum I fol STATE PROJECT NtlMEIER 4994-01-39 R-16-E WITZEL AVE W 9TH AVE uj 0 1z 4' END PROJECT sTA47+3o18 BEG -ECT STA 11+23,71 X = 783,2.47,96 Y = 466,012.44 LAYOUT SCALE t TOTAL NET LENGTH OF CENTERLINE � 01683 STATE PROJECT FEDERAL PROJECT PROJECT CONTRACT 4994-01-39 1 wt7 ACCEPTED FOR CITY OF OSHKO.' STRAND AS S 0 C I A T E S" SCON& A 'MAn YENTZ Lu - -64. sUN PRAIRIE: 4 T-18-N HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN ObdRDINATe REFERENCE`SYSTEM (WISWS), WINNr--sAGo COUNTY, NADD (2611 ), IN ILI,& SURVEY FEET. :POSITt0NS,5HOWN ARE GRID C06RDINIATES, GRID BEARINGS, AND GRID DISTANCES, GRID DISTANCE$ ARE THE SAME AS GROUND DISTANCES. (20%). 009 DERIVED STATE OF'WISCONSIN DEPARTMENT OF TRANSPORTATION pArPAW By 5urvoyar RRAII0 *0dov%; Inc. Qw,14(mr S10ANI . )A!4dC1ATb"INC- prafto t&RIArt mut JAROM"syl, ji-t- HrRtarralExnminar MqU01 140979FASI'REGION Betglannt sijpivjsof OMAN RANARDS, P.E. APPRMATURIHE PEPARTH, flit E FILE NAME; 2 GENERAL NOTES THE CENTERLINE OF OSBORN AVENUE IS APPROXIMATELY THE MAINLINE REFERENCE LINE THERE ARE UTILITY FACILITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN ON THE PLANS. COORDINATE CONSTRUCTION ACTIVITIES WITH A CALL TO DIGGERS HOTLINE AND/OR A DIRECT CALL TO THE UTILITIES THAT HAVE FACILITIES IN THAT AREA. ALL EXISTING SIGNS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION OPERATIONS REQUIRE THEIR REMOVAL OR UNLESS THE ENGINEER APPROVES THEIR REMOVAL. THE EXACT PAVING LIMITS AT INTERSECTIONS ARE TO BE DETERMINED IN THE FIELD BY THE ENGINEER. THE CONTRACTOR'S PAVING OPERATIONS SHALL BE CONSISTENT WITH THE PLAN TYPICAL SECTIONS AND CONSTRUCTED TO PREVENT HMA LONGITUDINAL JOINTS FROM BEING LOCATED WITHIN A DRIVING, TURNING, PASSING, OR PARKING LANE. SECTION 2 ORDER OF SHE GENERAL NOTES TYPICAL SECTIONS CONSTRUCTION DETAILS TRAFFIC CONTROL - ADVANCE WARNING SIGNING DETOUR ROUTE SIGNING DNR LIAISON JAY SCHIEFELBEIN DNR NORTHEAST REGIONAL HEADQUARTERS 2984 SHAWANO AVENUE GREEN BAY, W154313 (920) 360-3784 JEREMIAH.SCHIEFELBEIN@ WISCONSIN.GOV AT&T WISCONSIN - COMMUNICATIONS CHARLES BARTELT, P.E. 70 E DIVISION ST. FON DU LAC, WI 54935 (920) 929-1013 CB1461@ATT.COM CITY OF OSHKOSH - SANITARY SEWER JUSTIN GIERACH 215 CHURCH AVE. PO BOX 1130 OSHKOSH, WI54903 (920) 236-5065 !GIERACH@CI.OSHKOSH.WI.US UTILITY CONTACTS SPECTRUM - COMMUNICATIONS VINCE ALBIN 1001 KENNEDY AVE. KIMBERLY, WI 54136 DAY (920) 831-9249 EVE (920) 738-0444 VINCE.ALBIN@CHARTER.COM CITY OF OSHKOSH - WATER RYAN LEMKE - WATER DIST. MANAGER 757 W. 3RD AVE. OSHKOSH, WI 54902 (920) 232-5330 WI PUBLIC SERVICE CORP - ELECTRIC AND GAS WENDY CHRIST 3300 N. MAIN ST. OSHKOSH, WI54901 (920) 617-5173 UTILITIESRELOCATION@ WISCONSI NPUBLICSERVICE.COM WISDOT REGION CONTACT DESIGN CONSULTANT JODI JAROSINSKI, P.E. NORTHEAST REGION LOCAL - PROGRAM PROJECT MANAGER WISDOT NORTHEAST REGION GREEN BAY OFFICE 944 VANDERPERREN WAY GREEN BAY, WI 54304 (920)360-2351 JODI.JAROSINSKI@DOT.WI.GOV MATTHEW YENTZ, P.E. STRAND ASSOCIATES, INC. 910 WEST WINGRA DRIVE MADISON, WI 53715 (608)251-4843 MATTHEW.YENTZ@STRAND.COM ANR PIPELINE CO - GAS/PETROLEUM SEAN MANTEI W3925 PIPELINE LN. EDEN, WI 53019 (920) 477-2235 SEAN_MANTEI@TCENERGY.COM 0100IRSINOTiINI Dial fmor (800)242-8511 www.DiggersHotline.com L PROJECT NO: 4994-01-39 I HWY: OSBORN AVENUE FILENAME: S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\020101-GN.DWG LAYOUT NAME - 020101-gn COUNTY: WINNEBAGO GENERAL NOTES PLOT DATE: 9/7/2022 4:55 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE: 11N:100 FT SHEET E W ISDOT/CADDS SHEET 42 FILENAME: 5:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\020301-TS.DWG PLOT DATE: 7/26/20223:23 PM PLOT BY: DECENT,ZACH PLOT NAME: PLOT SCALE: 11N:10 FT WISDOT/CADDS SHEET 42 LAYOUT NAME-020301-ts CL 12 ENTRANCE NOT TO SCALE ASPHALT PAVEMENT 'LIMITS AS DIRECTED 2 OSBORN AVENUE _ _ _ _ _ APPROACH* BY THE ENGINEER 5' (TYP.) ! PAVED SHOULDER C{ OSBORN AVENUE ( *LENGTH TO BE DETERMINED BY 65 12.5' I 4" LARGEST SIDE ROAD RAD. (25' MIN.) (SHOULDER) (DRIVING LANE) REMOVING ASPHALTIC SURFACE REQ'D/ D ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES REQ'D * i VARIES 3% -- SAWING ASPHALT REQ'D — RIGHT-OF-WAY r — --— — — — — — — — — — — — — — — — — — — — — — — — — — — VAR VAR. EXISTING EXISTING ASPHALTIC I GRAVEL HMA PAVEMENT 4 MT 58-28 S (1.75-INCHES) PAVEMENT EXISTING OVER HMA PAVEMENT 3 MT 58-28 S (2.25-INCHES) ENTRANCE FULL DEPTH L= EXACT LENGTH TO BE EXISTING PAVED SIDE ROAD RECLAMATION 8-INCH DETERMINED IN THE FIELD BY THE ENGINEER * 3-INCHES ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES REMOVE EXCESS MATERIAL FROM FULL TO ALLOW FOR A SMOOTH PROFILE TRANSITION. SAWING ASPHALTREQ'D DEPTH RECLAMATION OPERATIONS (PAID FOR AS "EXCESS FULL DEPTH D=MATCH EXISTING WIDTH RECLAMATION MATERIAL") SECTION A - A RURAL DRIVEWAY DETAIL (SEE PLAN SHEETS FOR LOCATIONS AND EXISTING MATERIAL TYPE) EXISTING PAVED SIDE ROAD SAWING ASPHALT REQ'D PAVE TO END OF LARGEST SIDE ROAD RADIUS (25' MIN)* A (MATCH EXISTING SIDE ROAD PROFILE) I 125' MIN MATCH EXISTING PAVEMENT EDGE (TYP.) i SAWING ASPHALT REQUIRED �� BASE AGGREGATE DENSE 3/4-INCH HMA PAVEMENT 4 MT 58-28 S (1.75-INCHES) , (MATCH EXISTING LIMITS) (TYP.) OVER HMA PAVEMENT 3 MT 58-28 S (2.25-INCHES) . EXISTING ASPHALT PAVEMENT ----------------- 7M — ---- — ---- OSBORN AVENUE EXISTING CRUSHED AGGREGATE BASE COURSE A REMOVE EXCESS MATERIAL FROM FULL FULL DEPTH DEPTH RECLAMATION OPERATIONS RECLAMATION 8-INCH FULL DEPTH RECLAMATION 8-INCH (PAID FOR AS "EXCESS FULL DEPTH RECLAMATION MATERIAL") HMA PAVEMENT 4 MT 58-28 S (1.75-INCHES) OVER HMA PAVEMENT 3 MT 58-28 S (2.25-INCHES) FULL DEPTH RECLAMATION BUTT JOINT DETAIL DETAIL FOR RURAL PAVED SIDE ROAD (WITHOUT EXISTING CURB AND GUTTER) STA. 11+23to 12+48 STA. 46+05to 47+30 MASON STREET (NOT TO SCALE) PROJECT NO: 4994-01-39 I HWY: OSBORN AVENUE COUNTY: WINNEBAGO CONSTRUCTION DETAILS SHEET 4 El I FILE NAME: S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\021001-CD.DWG PLOT DATE: 7/26/2022 3:23 PM PLOT BY: DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:10 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - 021002-cd GENERAL NOTES THE EXACT LOCATION AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER. "WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE. ALL "WO" AND "W" SIGNS SHALL BE 48"X48" UNLESS OTHERWISE NOTED. OPLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWINGS" BARRICADES AND SIGNS FOR MAINLINE CLOSURES" (DETAILA WITH DETAIL E) 0PLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWINGS" BARRICADES AND SIGNS FOR MAINLINE CLOSURES" (DETAIL B WITH DETAIL E) O3 PLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWINGS "BARRICADES AND SIGNS FOR SIDE ROAD CLOSURES" (DETAIL 4) 11814011 ® WORK ZONE TRAFFIC CONTROL SUMMARY (FOR INFORMATION ONLY) DESCRIPTION SIGN CODE SIZE (INCH X INCH) EACH TRAFFIC CONTROL BARRICADES TYPE III - - - - - - 10 TRAFFIC CONTROL WARNING LIGHTS TYPE A - - - - - - 20 ROAD CLOSED AHEAD W20-3-A 48X48 3 DETOUR AHEAD W20-2A 48X48 3 ROAD CLOSED 500 FT W20-3-D 48X48 3 DETOUR ARROW M4-9 (L/R) 48X30 2 ROAD CLOSED TO THRU TRAFFIC R11-4 48X30 5 WEST DETOUR M3-4 24X12 1 OSBORN AVE SEE SPECIAL DETAIL 30X18 2 TOTAL 49 2 PROJECT NO: 4994-01-39 I HWY: OSBORN AVENUE FILENAME: S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\025001-TC.DWG LAYOUT NAME-025001-tc COUNTY: WINNEBAGO I TRAFFIC CONTROL - ADVANCED WARNING SIGNING PLOT DATE: 8/23/2022 3:55 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE: 11N:500 FT SHEET _5 1 E I WISDOT/CARDS SHEET 42 2 GENERAL NOTES SIGN LEGEND LEGEND —�—�— DETOUR ROUTE THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES M4-8 DETOUR za°x1z" DE M4 - 9R SHALL BE ADJUSTED TO FIT FIELD CONDITIONS. 3o'xza° EXISTING SIGNS AND POST TO REMAIN ALL SIGNS ARE 48' X 48' UNLESS OTHERWISE ElNOTED.sEESPECIALDETAIL 30'X18" a M06-1 21"X21° [":__._`_` EXISTING SIGNS AND POSTS TO REMAIN ALL M3 SERIES SIGNS (NORTH, SOUTH, EAST, WEST) WHICH ARE PART OF ANY DETOUR MARKER SIGNING ASSEMBLY OR ATTACHED TO ANY WARNING SIGN DETOUR SHALL BE BLACK LETTERING ON A WHITE BACKGROUND. M4-59L 30"x30" END M4-8A WOOD POST WITH ATTACHED SIGN DETOUR 24"X18" ALL M05 AND M06 ARROW SIGNS SHALL BE THE SAME AS "M" SIGNS EXCEPT THAT THE BACKGROUND IS ORANGE. DETOUR WOOD POSTS WITH ATTACHED SIGN M4-59"X30" EAST M3-2 24"X12" 30 WEST M3-0 I( EXISTING SIGN DETOUR M4-91- z4"X12" 3 4 30"X24" PROJECT NO: 4994-01-39 HWY: OSBORN AVENUE COUNTY: WINNEBAGO DETOUR ROUTE SIGNING FILE NAME: S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\027001-DT.DWG PLOT DATE: 8/23/2022 3:56 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE: 1 IN:1000 FT LAYOUT NAME - 027001-dt OSB SHEET _6LE W ISDOT/CADDS SHEET 42 FILE NAME : S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\027001-DT.DWG PLOT DATE : 8/23/2022 3:56 PM PLOT BY: DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN: 100 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - 027002 - DET A 09/13/2022 09:36:37 Estimate Of Quantities By Plan Sets Page 4994-01-39 0002 204.0110 Removing Asphaltic Surface SY 125.000 125.000 0008 213.0100 Finishing Roadway (project) 02.4994-01-39 EACH 1.000 1.000 0012 455.0605 Tack Coat GAL 1,080.000 1,080.000 0014 460.2000 incentive Density HMA Pavement DOL', 2,730.000 2,730.000 0016 460.6223 HMA Pavement 3 MT 58-28 S TON 1,940.000 1,940.000 0018 460.6224 HMA Pavement 4 MT 58-28 S TON 1,510.000 1,510.000 0020 465.0120 Asphaltic Surface Driveways and Field Entrances TON 21.000 21.000 0022 611.8115 Adjusting Inlet Covers EACH 18.000 18,000 0026 618.0100 Maintenance And Repair of Haul Roads (project) 01.4994-01-39 EACH 1.000 1.000 0028 619.1000 Mobilization EACH 0A50 0.450 0032 628.1905 Mobilizations Erosion Control EACH 3.000 3.000 0034 628,19,10 Mobilizations Emergency Erosion Control EACH 1.000 1.000 0036 628.7010 Inlet Protection Type B EACH 18.000 18.000 0038 628,7020 Inlet Protection Type D EACH 2.000 2.000 0048 642.5201 Field Office Type C EACH 0.450 0.450 0050 643,0420 Traffic Control Barricades Type III DAY r 520.000 520.000 0052 643.0705 Traffic Control Warning Lights Type A DAY 1,040.000 1,040.000 0054 643.0900 Traffic Control Signs DAY 3,120.000 3,120.000 0056 643.5000 Traffic Control EACH 0.450 0.450 0058 646.1020 Marking Line Epoxy 4-Inch LF "7,940.000 7,940.000 0060 646.3020 Marking Line Epoxy 8-Inch LF 52.000 52.000 0062 646.5020 Marking Arrow Epoxy EACH 1.000 1.000 0064 646.5220 Marking Symbol Epoxy EACH 15.000 15.000 0068 650,8000 Construction Staking Resurfacing Reference LF 3,607.000 3,607.000 0072 650.9911 Construction Staking Supplemental Control (project) 02. 4994-01-39 EACH 1.000 1.000 0074 690.0150 Sawing Asphalt LF 340.000 340.000 0076 740.0440 Incentive IRI Ride DOL 2,730.000 2,730.000 0078 ASP.1 TOA On -the -Job Training Apprentice at $5.00/HR HRS 1,200.000 1,200.000 " 0080 ASP.1TOG On -the -Job Training Graduate at $5.00/HR HRS 600.000 600.000 0082 SPV.0035 Special 01. Excess Full Depth Reclamation Material CY 485.000 485.000 0092 SPV.0180 Special 02. Full Depth Reclamation 8-Inch SY 14,600.000 14,600.000 I FILE NAME: PLOT DATE : PLOT BY: PLOT NAME: PLOT SCALE: 1" = 1" WISDOWCADDS SHEET 42 FILE NAME: PLOT DATE: PLOT BY: PLOT NAME: PLOT SCALE: 1" = 1" WISDOT/CADDS SHEET 42 LIs$ORNAVF DJ -IN CURVE 1 D1-IN INLET PROTECTION TYPE B , N a i DJ-141 m INLET PROTECTION TYPE B " j g ��fNLET PROTECTION TYPE B h•, INLET PROTECTION TYPE B k INLET PROTECTION TYPE B J �g PROJECT N0: 4994-01-39 HWY: OSBORN AVENUE COUNTY; WINNEBAGO PLAN SHEET FILE NAME : S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\050201-PN.DWG PLOT DATE : 8/23/2022 4:23 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:100 FT LAYOUT NAME - 050201-pn — 1 1 — WISDOT/CADDS SHEET 44 FILE NAME: S:\MAD\1300--1399\1382\087\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\050201-PN.DWG PLOT DATE: 8/23/2022 4:23 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:100 FT WISDOT/CADDS SHEET 44 LAYOUT NAME - 050202-pn Standard Detail Drawing List 08E10-02 INLET PROTECTION TYPE A, B, C AND D 15CO2-08A BARRICADES AND SIGNS FOR MAINLINE CLOSURES 15CO2-08C DETOUR SIGNING FOR MAINLINE CLOSURES 15CO3-05 BARRICADES AND SIGNS FOR SIDEROAD CLOSURES 15C05-05 TRAFFIC CONTROL, ADVANCE WARNING SIGNS 40 M.P.H. OR LESS 15C07-15A PAVEMENT MARKING SYMBOLS 15C07-15C PAVEMENT MARKING ARROWS 15C07-15E PAVEMENT MARKING FOR BIKE LANES 15C08-21A LONGITUDINAL MARKING (MAINLINE) 15C08-21C PAVEMENT MARKING (TURN LANES) 15C08-21D PAVEMENT MARKING (TURN LANES) 15C11-09B CHANNELIZING DEVICES DRUMS, CONES, BARRICADES AND VERTICAL PANELS 15C29-07A BICYCLE LANE MARKING 6 6 13 i N v `v 00 m J 0 1 IV GEOTEXTILE FABRIC, TYPE FF DIRECTION OF RUNOFF WATER FLOW GEOTE: TYPE I BURIED FABRIC MIN. 6" DEPTH 2" x 4" STAKE AND CROSS BRACING GRATED INLET 2" x 4" STAKE AND 2' ATTACH GEOTEXTILE FABRIC, TYPE FF TO THE STAKES AND CROSS BRACING. iR WITHOUT GRATE INLET PROTECTION, TYPE A GENERAL NOTES INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF THE ENGINEER. MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. ( FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. Q FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. 30 FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4, INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET (FILE FABRIC, , I I I I I ' O ' t (3 - INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) I GEOTEXTILE FABRIC, TYPE FF \ GEOTEXTILE FABRIC, TYPE FF FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS. WOOD 2" x 4" EXTENDS \ 8" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES INLET PROTECTION, TYPE C (WITH CURB BOX) INSTALLATION NOTES *l_r -rj-I I>liv i _ I I -�I-r INLET PROTECTION, TYPE D (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX AS PER NOTE (2)) TYPE B & C TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. TYPE D DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 3011, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. 8" USE REBAR OR STEEL ROD FOR REMOVAL OR 4" FOR INLETS WITH CAST — CURB BOX USE WOOD 2" X 4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH 12" SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES 4" X 6" OVAL HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS. INLET PROTECTION TYPE A, B, C, AND D STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 10/16/02 /S/ Beth Connr-'-- DATE CHIEF ROADWAY DEVELOPN.14-.._..4EER FHWA 101 N 1 0 r W co r0 0 5 Ri1-3C Rll- BRIDGE OUT ROAD CLOSED OR ToTHRUTRAFFIC MIL I XX MILES AHEAD (IF PRE-EXISTING SIGN, COVER ARROW PER SIGN PLATE A4-12 ) COMMUNITY NAME DETOUR ROUTE 500' AT 25 - 40 MPH 500' 1000, AT 45+ MPH 66 Am © DETOUR DETOUR EAST OO AHEAD M j W20.2A m R l OR OR M4-59R M4-9R ll DETOUR IF TOWN ROAD OR IF TOWNROADOR LOCALSTREET LOCAL STREET IF SPECIFIED IN IF STOP SIGN IS PLANS OR SPECIAL BEING INSTALLED PROVISIONS BY CONTRACT STOP R1-1 W3-1 SEE JJ TABLE rr 1� 1 1 SEE DETAIL "C" FOR SIGNS AND BARRICADES AT AND APPROACHING WORKZONES M4-9R U R10-61 (MOE IETOUR ACCESS TO DETAIL A 6 MAINLINE CLOSURE WITH POSTED DETOUR WORK ZONE GREATER THAN OR EQUAL TO Y2 ❑ MILE FROM DETOUR ROUTE (1000 FEET IF URBAN) IF SPECIFIED IN PLANS OR SPECIAL PROVISIONS ROAD CLOSED TO THRU TRAFFIC (IF PRE-EXISTING SIGN, COVER ARROW PER SIGN PLATE A4-12 ) COMMUNITY NAME IF SPECIFIED IN IF STOP SIGN IS PLANS OR SPECIAL BEING INSTALLED PROVISIONS BY CONTRACT STOP Q Rt-1 W3-1 SEE TABLE rr 1 rr 1 DETOUR L ROUTE 500' AT 25 - 40 MPH 300' 300' 500' 1000- AT 45+ MPH © DETOUR © DETOUR © I OAD CLOSED DETOUR OAD EAST CLOSED EAST AHEAD AHEAD M 500 FT vy W20.3A W20.2A � W20.3D OR OR M4-59R M4-9R rD_E 77+ DETOUR lrl IF TOWN ROAD OR IF TOWNROADOR LOCAL STREET LOCALSTREET AT BRIDGE OR CULVERT REPLACEMENTS, USE ADDITIONAL SET OF BARRICADES AND SIGN 2 Rtt-3 2 5 R11-3C R11-2 ROAD CLOSED BRIDGE OUT BRIDGE TOTHRU TRAFFIC OR XX MILES AHEAD — MILES AHEAD OUT LAST PUBLIC ROAD INTERSECTION PRIOR TO CLOSURE I I 50' DISTANCE TO BE DETERMINED _ BY ENGINEER 500' 500'— ROAD t3Q ROAD ROAD ul CLOSED CLOSED CLOSED AHEAD 1000 FT 500 FT p N W20-3A W20-3C W20-3D 00 0 R11-2 ROAD R11-4 ROAD COLOSED OR CLOSED 9 THRU TRAFFIC SEE CLOSURE r BARRICADE DETAIL D OR E WORK BUFFER �..- (500' OR AS APPROVED FOR FIELD CONDITIONS) DETAIL C wp, MAINLINE CLOSURE, NO POSTED DETOUR cc AT BRIDGE OR CULVERT REPLACEMENTS, USE ADDITIONAL SET OF BARRICADES AND SIGN R11-26 BRIDGE OUT 00 0 R11-2 R11-4 ROAD CLOSED OR ;BARRICADE THRU TRAFFIC E f DETAIL D OR E } I$ WORKAREA 50, 50, IF CLOSURE IS MORE THAN 500' FROM DETOUR ROUTE, PLACE W20-3 SIGNS AS APPROPRIATE FOR THE DISTANCE AT THE SITE ROAD ROAD CLOSED AND CLOSED 1000 FT 500 FT W20.3C W2D-3D DETAIL B MAINLINE CLOSURE WITH POSTED DETOUR WORK ZONE LESS THANY2 ❑ MILE FROM DETOUR ROUTE (1000 FEET IF URBAN ) SPEED LIMIT (MPH) "STOP AHEAD" ADVANCE WARNING DISTANCE (FT) 25 200 30 200 35 350 40 350 45 500 50 550 55 750 SEE SDD 15C2-SHEET "b" FOR GENERAL NOTES AND FOOTNOTES 1Q THROUGH 7Q BUFFER (500' OR AS APPROVED FOR FIELD CONDITIONS) LEGEND SIGN ON PERMANENT SUPPORT t TYPE III BARRICADE { TYPE III BARRICADE WITH ATTACHED SIGN 6 TYPE "A" WARNING LIGHT (FLASHING) ® WORK AREA 01 10 FLAGS, 16" X 16" MIN. (ORANGE) DETOUR M4 - 8 EAST M3 - X H V OROR X M1-4 M1-6 M1-5A a OR a M05-1 M06-1 V Li j BARRICADES AND SIGNS p FOR MAINLINE CLOSURES N STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION Lri APPROVED Q February 2020 /S/ Andrew Heidtke _ DATE Q WORK ZONE ENGINES 15 FHWA N no v v O O N a M3-X 24" X 12" Ml_X 24" X 24" AHEAD W20-2A \/ USE ON STATE TRUNK, U.S. OR INTERSTATE HIGHWAYS, OR AS SPECIFIED IN THE CONTRACT M4-8a END DETOUR WEST Y M 7 '1111i — — DETOUR ROUTE DETOUR EASITT Y-p- M DETOUR NEXT X MILES G20-51 THIS DRAWING PROVIDES GENERAL GUIDANCE ON TYPICAL DETOUR SIGN LAYOUT AND SPACING. SEE PROJECT DETOUR SIGNING SHEETS FOR SPECIFIC DETAILS FOR EACH PROJECT. * —(COMMUNITY NAME ♦ I (IF PRE-EXISTING SIGN, COVER ARROW PER SIGN PLATE A4-12) MATCH POINT -� WEST M4-9L OR [DETOUR** IF TOWN ROAD OR LOCALSTREET DETOUR WEST M4-59L xx /IV=� DETOUR OR � ** IF TOWN ROAD OR LOCALSTREET SEE SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS AND DETAIL A OR B ON SDD SHEET 15CO2 - SHEET "a" LEGEND GENERAL NOTES SIGN ON PERMANENT SUPPORT THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER. ®IF WORK AREA THERE ARE EXISTING ROUTE MARKER ASSEMBLIES THAT WILL REMAIN IN PLACE, ADJUST THE LOCATION OF THE DETOUR ROUTE SIGNS TO CORRESPOND WITH THE EXISTING ASSEMBLIES. SEE SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS. MODIFY EXISTING SIGNS WHERE POSSIBLE. DETOUR THE SPACING BETWEEN TRAFFIC CONTROL AND DETOUR SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND TO M4 - 8 PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE. EAST M3 - X ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER. a OR OR couNn SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS. X "MO" SIGNS ARE THE SAME AS "M"SIGNS EXCEPT THE BACKGROUND IS ORANGE. M1 - 4 M1 - 6 M1 - 5A SIGN SIZES SHALL BE AS FOLLOWS: OR OR M3-X SHALL BE 24" X 12" (36" X 18" IF NEEDED TO MATCH EXISTING SIGNS) Q Q lil M4-8 SHALL BE 24" X 12" (36" X 18" IF NEEDED TO MATCH EXISTING SIGNS) M05 - 1 M06 - 1 M06 - 1 M1-4, M1-5A AND M1-6 SHALL BE 24" X 24" (36" X 36" IF NEEDED TO MATCH EXISTING SIGNS) M05-1 AND M06-1 SHALL BE 21"X 21" (30" X 30" IF NEEDED TO MATCH EXISTING SIGNS) M4-9 AND M4-59 SHALL BE 30" X 24" M4-8a SHALL BE 24" X 18" G20-51 SHALL BE 60" X 24" W20-2A SHALL BE 48" X 48" \ D1-X SHALL BE AS SHOWN ON SPECIFIC PROJECT SIGNING DETAIL SHEETS. DETOUR EAST * M4-59L DETOUR * * "" -�- � OR /xvY� IF TOWN ROAD OR LOCALSTREET DI-X * 14. COMMUNITY NAME _� (IF PRE-EXISTING SIGN, COVER I ARROW PER SIGN PLATE A4-12) DETOUR o EAST M4-9L ** DETOUR OR M IF TOWN ROAD OR LOCALSTREET 500' AT 25 - 40 MPH — 500' 1000' AT 45+ MPH M3-X 24" X 12" EAST DETOUR DETOUR M1_x Vy EAST EAST z4"xz4" /V� y�/ M w�/�/ M DETOUR t in AHEAD Vd20-2A Dl-X USE ON STATE TRUNK, U.S. OR ♦COMMUNITY NAME INTERSTATE HIGHWAYS, OR AS (IF PRE-EXISTING SIGN, COVER SPECIFIED IN THE CONTRACT ARROW PER SIGN PLATE A4-12) DETAIL F DETOUR SIGNING * OPTIONAL SIGNS. SEE SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS. **FOR A TOWN ROAD OR LOCAL STREET DETOURED ONTO A STATE TRUNK HIGHWAY, PLACE A ROAD NAME PLAQUE ABOVE THE M4-9 SIGN AS SPECIFIED IN THE CONTRACT. DETOUR WEST Y M DETOUR WEST M4.9R OR DETOUR ** IF TOWNROADOR LOCAL STREET ®I 500, d -I -1 DETOUR ROUTE DETOUR JDETOUREAST XX * E [oi M4-59R „" DETOUR IY�/Y� OR n * * r IF TOWN ROAD OR LOCAL STREET �► o1-x * COMMUNITY NAME * (IF PRE-EXISTING SIGN, COVER DETOUR ARROW PER SIGN PLATE A4-12) EAST 3-X a = EAST 24M" x 12" �(L + rMX2 " X 24" 0 N Q ADETOUR Qo o W20-2A v �j USE ON STATE TRUNK, U.S. OR INTERSTATE HIGHWAYS, OR AS SPECIFIED IN THE CONTRACT * DETOUR DETOUR EEyASSTyT �E/ASS/T M M f 1 PLACE SIGNS BEYOND INTERSECTIONS WITH STATE OR COUNTY TRUNK HIGHWAYS OR AT 4 MILE MAXIMUM SPACING (4 BLOCKS IF URBAN AREA) DETOUR SIGNING FOR MAINLINE CLOSURES STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED February 2020 /S/ Andrew Heidlkel DATE WORK ZONE ENGINE( 16 RiWA R N O V r V) A 0 LAST INTERSECTION PRIOR TO CLOSURE ROAD CLOSED �l AHEAD �P I I -A I R11-2 ROAD * TA7 CLOSED ROAD I I CLOSED 500 FT �p o 0 �T I ° I ROAD CLOSED 14, I -` I I ROAD 1� CLOSED AHEAD �P LAST INTERSECTION PRIOR TO CLOSURE DETAIL 1 (NO ACCESS TO PROJECT) ROAD -I T WORK AHEAD P �I I I ** 50' FOR BRIDGE OR CULVERT REPLACEMENT, USE ADDITIONAL SIGN ON BARRICADE R11-4 D IC I I T✓'F E ** I I ROAD WORK Jl< �- AHEAD P DETAIL 3 (PUBLIC CROSS -TRAFFIC MAINTAINED. CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESS TO PROJECT) IBRIDGE OUT I A MILESMUD ROAD -- I- R11-2 WORK ROAD AHEAD P i i CLOSED I II ROAD CLOSED --"/`i ** --/'-F W4 1 "'al I� Q DETAIL 2 (PUBLIC CROSS -TRAFFIC MAINTAINED. NO ACCESS TO PROJECT) LAST INTERSECTION PRIOR TO CLOSURE ROAD — CLOSED I I Rtt4AHED�P ROAD CLOSED TO * THRU TRAFFIC ROAD I I CLOSED 500 FT p ii 7 VT K11-4 11----I- -/1- ROAD CLOSED I � � TO THRU TRAFFIC U g,>r', Q I Tv I I ROAD `QO' CLOSED AHEAD�11 LAST INTERSECTION I D PRIOR TO CLOSURE I -A L wzD•3A DETAIL 4 (CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESS TO PROJECT) GENERAL NOTES THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND BARRICADES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER. ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER. THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND SHOULD PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE (500 FEET DESIRABLE) TO EXISTING SIGNS THAT WILL REMAIN IN PLACE. IF A "STOP" SIGN MUST BE REMOVED FOR A WORK OPERATION, A TEMPORARY "STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER SHALL BE PROVIDED UNTIL THE SIGN IS REESTABLISHED. BARRICADES THAT MUST BE MOVED FOR A WORK OPERATION SHALL BE IMMEDIATELY REESTABLISHED UPON COMPLETION OF THE OPERATION OR FOR CONTINUING OPERATIONS, AT THE END OF EACH WORKING DAY. SIGNS THAT WILL BE IN PLACE LESS THAN SEVEN CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS. ALL TYPE III BARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES. STRIPES SHALL BE PROPERLY SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE BARRICADE DETAIL "D" FOR FULL ROAD CLOSURES. TYPE "A" LOW -INTENSITY FLASHING WARNING LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE, THE R11-2, R11-3, AND R11.4 SIGNS PLACED ON BARRICADES SHALL COVER NO MORE THAN THE TOP RAIL. THE SIGNS SHALL NOT COVER ANY PORTION OF THE MIDDLE OR BOTTOM RAILS. ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE NOTED BELOW: RI 1-2 SHALL BE 48" X 30". R11.4 AND R11-3 SHALL BE 60" X 30 * OMIT THE "ROAD CLOSED 500 FT." SIGN IF THE LAST INTERSECTION IS 500 FEET OR LESS FROM THE WORK ZONE. ** 500' MAX. OR AT LAST INTERSECTION, WHICHEVER IS CLOSEST. LEGEND - SIGN ON PERMANENT SUPPORT TYPE III BARRICADE TYPE III BARRICADE WITH �+ 6 ATTACHED SIGN TYPE "A" WARNING LIGHT (FLASHING) ® WORK AREA O BARRICADES AND SIGNS FOR SIDEROAD CLOSURES ,O+ V STATE OF WISCONSIN Lci DEPARTMENT OF TRANSPORTATION l� APPROVED 0 July 2018 IS/ Andrew Heldtke _ DATE Q WORK ZONE ENGINES 17 FHWA 'A -/ GENERAL NOTES THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS. THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND SHOULD PROVIDE A MINIMUM OF 200 FEET (500 FEET DESIRABLE) CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE. ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE CONSTRAINTS, 36"X36" SIGNS MAY BE USED INSTEAD OF 48" X 48" SIGNS. SIGNS THAT WILL BE IN PLACE LESS THAN SEVEN CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS. IF A "STOP" SIGN MUST BE REMOVED FOR A WORK OPERATION, A TEMPORARY "STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER SHALL BE PROVIDED UNTIL THE SIGN IS REESTABLISHED. * THE THIRD W20-1 SIGN IS REQUIRED ONLY IF THERE IS AN INTERSECTION BETWEEN THE "ROADWORK 500 FEET" SIGN AND THE WORK ZONE. ADJUST THE PLACEMENT OF THIS SIGN BASED ON INTERSECTION LOCATION AND OTHER FIELD CONDITIONS. LEGEND �) SIGN ON PERMANENT SUPPORT DIRECTION OF TRAFFIC WORK AREA 6 610111 a& v'1 n 0 0 1 O V, r. END ROAD WORK Gza2A 748"X24" FVV ORK WORK CENTER OF ROADWAY — — — — — — — — — — — — — — — — — — — — — — — SEE OTHER TRAFFIC kPPROX.250' APPROX.250' CONTROL DETAILS FOR ADDITIONAL TRAFFIC CONTROL ROAD WORK 250 FT �o MAINLINE ROADWAY UNDER CONSTRUCTION z O� U w N w �O w �Sn z w > gw U Q= O� lr7 TYPICAL SIDE ROAD APPROACH WARNING SIGN DETAIL ROAD ROAD WORK WORK 250 FT^� 500 FT APPROX.250' APPROX.250' uIIVNA 500' ROAD WORK TRAFFIC CONTROL, ADVANCE WARNING 48"X24" SIGNS 40 MPH OR LESS TWO-WAY UNDIVIDED ROAD OPEN TO TRAFFIC TRAFFIC CONTROL, ADVANCE WARNING SIGNS 40MPH OR LESS STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED July 2018 IS/ Andrew Heidtkel p DATE WORK ZONE ENGINEE 10 FHWA 0 M 0 1 Lo V LA r J° 0 12" TYPE 1 x 12" TYPE 6 12" TYPE 2 TYPE 3 12" 12" TYPE 7 0 F GENERAL NOTES DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. 8" TYPE 4 -QQ TYPE 5 LANE DROP ARROW PAVEMENT MARKING ARROWS STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED November 2019 /S/ Matthew Rauch _ DATE STATE SIGNING AND MAF 20 ENGINEER no SDD 15C7-e Pavement Marking For Bike Lanes 0 0 -v I- 2'-7 M M I 0 —�I 7XV t� 2'-0" �{ BIKE LANE ARROW n 3'-0N" BIKE LANE WORDS BICYCLE DETECTOR PAVEMENT MARKING 0 'v 3'-OY2" BIKE LANE SYMBOL 0 "v V M GENERAL NOTES DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. 3'-4" BIKE LANE SYMBOL FOR SHARED LANE C d IO PAVEMENT MARKING FOR BIKE LANES STATE OF WISCONSIN V DEPARTMENT OF TRANSPORTATION r APPROVED Q November2019 IS/ Matthew Rauch _ 0 DATE STATE SIGNING AND MAF 21 FHWA ENGINEER //l let v v n OD CL TURN LANE OPTIONS LENGTH OF TURN BAY ( L ) OF 0 - 47' DOES NOT REQUIRE PAVEMENT MARKING ARROWS OR WORDS 20' 8' DISTANCE L = 48 - 87' VARIES L=88-166' L=>166' MA DISTANCE I 8' 1 32' VARIES T T *(SEE TURN LANE OPTIONS FOR PLACEMENT OF PAVEMENT MARKING ARROWS AND WORDS) GENERAL NOTES 1� 8" WHITE 2O QUANTITY AND LOCATION OF TYPE 3 ARROWS ARE THE SAME AS THE TYPE II ARROWS IN THE ADJACENT TURN LANE. FOR TURN LANES WITH A PHYSICAL SEPARATION IN THE SAME DIRECTION OF TRAVEL, THE ARROWS AND "ONLY" MARKING MAY BE ELIMINATED. DIRECTION OF TRAFFIC L = LENGTH OF TURN BAY 8 20 50'MMAXAX . PAVEMENT MARKING (TURN LANES) STATE OF WISCONSIN DEPARTMENT OF TRANSPORTAi 24 0 on 18" �O FLUORESCENT ORANGE O 360° REBOUNDABLE REFLECTIVE SHEETING WHITE 360" REBOUNDABLE O REFLECTIVE SHEETING 36" MIN. "- 6" 4 14"- 6" �— WEIGHTED BASE 24" MIN. 36" MIN. TYPE II BARRICADE FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED. ALL STRIPES SHALL SLOPE DOWNWARD TO THE TRAFFIC SIDE FOR CHANNELIZATION. GENERAL NOTES REFLECTIVE SHEETING SHALL FOLLOW THE REQUIREMENTS IN THE APPROVED PRODUCTS LISTING FOR SIGN SHEETING. O2 LOCATION OF WARNING LIGHTS WHEN SHOWN ON THE PLAN. FLUORESCENT ORANGE O 360" REBOUNDABLE REFLECTIVE SHEETING WHITE 360° REBOUNDABLEO REFLECTIVE SHEETING 42" IN. 4"- 6" 4"- 6" WEIGHTED BASE 42" CONE DO NOT USE IN TAPERS Y2 SPACING OF DRUMS TYPE III BARRICADE IF SIGN MOUNTED, DO NOT COVER MORE THAN 50% OF THE TOP TWO RAILS OR 33% OF THE TOTAL AREA OF THE THREE RAILS. * IF USED FOR A PERMANENT APPLICATION USE RED SHEETING. 8"-12" 0 Ye Y" 24" MIN. 45. WHITEO 36" MIN. 1 ORANGE VERTICAL PANEL THE STRIPES SHALL SLOPE DOWNWARD TO THE TRAFFIC SIDE FOR CHANNELIZATION. 0 CHANNELIZING DEVICES 0 DRUMS, CONES, BARRICADES AND VERTICAL PANELS r STATE OF WISCONSIN V DEPARTMENT OF TRANSPORTATION APPROVED Q May 2021 /S/ Andrew Heidtke _ DATE Q WORK ZONE ENGINES 25 R- WA y R 50, 4" EDGELINE (WHITE) a o 0 THAN 50' DESIGNATED BIKE LANE - NO PARKING 0 0 n 4" LINE (3' LINE, 9' GAP) 0 o a o a o 0 0 0 �- 4" EDGELINE (WHITE) o a BIKE LANE - FOR 2-LANE ROADWAYS AND 4-LANE DIVIDED ROADWAYS (4-LANE DIVIDED WITH RIGHT TURN LANE SHOWN) 5,-4„ 4 LANE DIVIDED WITHOUT ISLAND GENERAL NOTES O DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. O MINIMUM OF ONE PER BLOCK, MAXIMUM OF 250 FEET, O DOTTED LINES (T LINE, 9' GAP) SHOULD BE USED 50 FEET TO 200 FEET IN ADVANCE OF AN INTERSECTION WHERE THERE IS NO RIGHT TURN ONLY LANE AND THERE IS HEAVY RIGHT TURN TRAFFIC OR THERE IS A NEAR -SIDE BUS STOP. AT OTHER INTERSECTIONS WHERE RIGHT TURN TRAFFIC IS LIGHT TO MODERATE, A SOLID LINE CAN BE USED UP TO THE INTERSECTION. ® BIKE SYMBOLS OR WORDS MAY BE USED. O5 BIKE ACCOMMODATION IS TYPICAL 5 FEET WIDE AND MINIMUM OF 4 FEET FROM A LONGITUDINAL JOINT. USE 5 FEET AT i 45 MPH. © OMIT THESE MARKINGS FOR WIDER TURN LANE APPLICATIONS (MINIMUM OF 15 FOOT WIDE TURN LANE). 7O REFER TO CONTRACT PLANS FOR LANE WIDTH. DIRECTION OF TRAVEL 4 LANE DIVIDED WITH ISLAND X* I� BIKE LANE MARKING N STATE OF WISCONSIN Ci DEPARTMENT OF TRANSPORTATION r APPROVED Q May 2020 /S/ Matthew Rauch _ Q DATE STATE SIGNING AND MAF 26 FHWA ENGINEER FILE NAME : \CAEfiles\Projects\tr_D3_3702a822FMS.dgn PLOT DATE : 11-AUG 2022 3:06 PLOT BY : mscj9h PLOT NAME : PLOT SCALE :$$..... plotscale..... $$WISDOT/CADDS SHEET 42 GENERAL NOTES 7 URBAN AREA 2' Min - 4' Max (See Note 6) 7' -3"(+) ** Curb Flowli new ** Curb FI( D ; White Edgeli ne Locati on 2' Min - 4' Max (See Note 6) D i i Whi to Edg 4i i Locati o Li The existence of curb and gutter does not in itself mandate the vertical clearance illustrated. That height is typically measured where there is sidewalk adjacent to the roadway or parking is permitted. In the absence of sidewalk vertical clearance is measured from the top of the curb. Offset of si gns i s measured from the flow line. RURAL AREA (See Note 2) Outside Edge of Gravel Outside Edge of Gravel 1. Signs wider than 4 feet or 20 sq.ft or larger, shall be mounted on multiple posts. Refer to plate A4-4. 2. If signs are mounted on or behind barrier wall, see A4-10 sign plate. The Double Arrow sign (W12-1D) shall be mounted at a height of 2'-Y (±). The Chevron sign (W1-8), Roundabout Chevron panel (R6-4B), Enhanced Reference Markers, Clearance Markers (W5-52), Mile Markers (D10 series), In Road Object Markers (W5-54) & End of Road Markers (W5-56) shall be mounted at a height of 4'-Y (±). 3. For expressways and freeways, mounting height is 7'- 3'' (±) or 6'-Y (±) depending upon existence of a sub-si gn. 4. Mi ni mum mounti ng hei ght for si gns mounted on traffic signal poles is 5' - 3'' (+). 5. Offset distance shall be consistent with existing signs or consistent throughout length of project. 6. The (±) tolerance for mounting height is 3 inches. 7. Folding signs shall be mounted at a height of 5'-Y (±) or as di rectd by the Engineer. POST EMBEDMENT DEPTH Area of Si gn Installati on D ( Sq. Ft. ) ( Min ) 20 or Less 4' Greater than 20 5' 6 feet from edge of a paved shoulder or 12 feet from the edge of pavement (edge line location) or 2 feet from outside edge of gravel, whichever is greater unless directed by project engineer. TYPICAL INSTALLATION OF PERMANENT TYPE II SIGNS ON SINGLE POSTS WISCONSIN DEPTOF TRANSPORTATION iC APPROVED //lrl�ii/1.�12.✓ /l a'J {or State Traffic Engineer DATE 5/13/2020 PLATE NO. A4-3.22 7 PROJECT NO: I HWY: FILE NAME : C:\CAEfiles\Projects\tr-stdplate\A43.dgn COUNTY: PLOT DATE : 13-MAY 2020 1:04 PLOT BY : mscj9h PLOT NAME : SHEET NO: 28 1 E PLOT SCALE :$$.....plotscale.....$$WISDOT/CADDS SHEET 42 FII F NAMF a r.\CARFi I—\Prn iante\+r a+rinl n+a\A44R nrN PI f1T f1ATF a 77-.IAN-7R14 f19e4R PI f1T RY a mane in PI ❑I NAMF _ PI nT CCAI F c 11 F59R17!1 fiflnflnn 7 URBAN AREA 2' Mi n - 4' Max (See Note 6) L ►- E E-4 7'-3"(I-) ** Curb Flowli ne yI Are II .. T- D i1 p II� 2' Mi n - 4' Max (See Note 6) U 11 �i D 48" DIAMOND WARNING SIGN GENERAL NOTES 1. For 3 or 4 post installations, individual post spacing shall be greater than 3'-6". 2. See tables below for required number of posts. RURAL AREA (See Note 3) 3.For expressways and freeways, L mounting hei ght is 7'-3" (±) or 6'-3" (±) depending upon existence of sub -sign. L 4. The (±) tolerance for mounting height is 3 inches. 5. J-Assembii es are considered to be one �E 4 E� �E E,� sign for mounting height. 6'-3"(±) 6.Offset distance shall be consistent 6' - 3 " (±) with existing signs or consistent throughout length of project. ,., i {• • • 7. Folding signs shall be mounted at a height of 5'-3" (±) or as directed by the engineer. White Edgeline White Edgeline „ „ D I I D 8. The Double Arrow sign (W12-D shall be Location Outside Edge IID 11� Location �' p ii Outside Edge - u� mounted at a height of 2'-3" (±). The of Gravel " �— of Gravel Chevron sign (W1-8), Roundabout Chevron panel (R6-4B), Clearance Markers (W5-52), Mile Markers (D10 series), In Road Object Markers (W5-54) & End of Road Markers (W5-56) shall be mounted at o height of 4"-3" (±). 26 5' -3"() White Edgeli ne/ / Location Outside Edge of Gravel 48" DIAMOND SIGN SHAPE OTHER THAN DIAMOND (TWO POSTS REQUIRED) L E Greater than 48" Less than 60" 12" 60" to 108" L/5 PROJECT NO: I HWY: FILE NAME : C:\CAEtiles\Projects\tr-stdplate\A44.DGN 11� D 11 II �i1 1j D WARNING SIGN SIGN SHAPE OTHER THAN DIAMOND (THREE POSTS REQUIRED) L E Greater than 108" 12" to 144" COUNTY: )( 6 feet from edge of a paved shoulder or 12 feet from the edge of pavement (edge line location) or 2 feet from outside edge of gravel, whichever is greater unless directed by project engineer. �( The existence of curb and gutter does not in itself mandate the vertical clearance illustrated. That height is typically measured where there is sidewalk adjacent to the roadway or parking is permitted. In the absence of sidewalk vertical clearance is measured from the top of the curb. Offset of signs is measured from the flow line. �( See A4-3 sign plate for signs 4' or less in width and less than 20 S.F. in area. POST EMBEDMENT DEPTH Area of Sign Installation D ( Sq. Ft.) ( Min ) 20 or Less 4' Greater than 20 5' TYPICAL INSTALLATION OF TYPE II SIGNS ON MULTIPLE POSTS WISCONSIN DEPT OF TRANSPORTATION APPROVED APPROVED 2���LL /l12,, Aor State Trafflc E.,I...r DATE 8/21/17 PLATE NO. A4 -4 .15 SHEET NO: 30 E PLOT DATE : 21-ALJG-2017 15:54 PLOT BY : SS ... plotuser... SS PLOT NAME : PLOT SCALE : 108.188297:1.000000 WISDOT/CADDS SHEET 42 0 SIGN SHALL BE MOUNTED TO PROJECT 1"+ 112" ✓ ABOVE THE TOP OF THE POST Nuts, bolts and lags used for mounting signs shall have hexagonal heads and shall be ei ther IIIIIIIIIIIII �; as Hot di p galvanized in accordance with ASTM Desi gnati ono A 153, Class D, or SC 3 steel ba Electro-galvani zed in accordance with ,er washer ASTM Designation .13 633, TYPE III, SC 3. Threads on bolts and nuts shall be manufactured wi th suffi ci ent allowance for the cadmi um plate or alvani zed coati n g g to permit the nuts to run freely on the bolts. STRINGER BOLTING TO ALUMINUM SIGNS (SEE SIGN PLATE A4-18) MACHINE BOLTS - 5/16'' X 1-3/4" Length w/ lock nuts WOOD POSTS (4" x 6") LAG SCREWS - 3/8" X 3" (NO STRINGERS ON BACK OF SIGN) X 4" (STRINGERS ON BACK OF SIGN) SQUARE STEEL POSTS (2" x 2") MACHINE BOLTS - %'' X 3-1/4" Length w/ nuts (NO STRINGER ON BACK OF SIGN) W X 5" Length w/ nuts (STRINGERS ON BACK OF SIGN) RIVETS - 9/32 " (6605-9-6) BULB-TITE, TRI-FOLD, ALUMINUM BODY/MANDREL O.D. FLANGE o720-0765 INCH, GRIP RANGE o042-a375 INCH WASHERS (ALL POSTS) - 1-1/4'' O.D. X 3/g" I.D. X �/16 " STEEL 1-1/4" O.D. X 3/8" I.D. X .080 NYLON Two different fastening systems are shown for illustration purposes. On any individual sign, either one or the other system shall be used. Actual number of fasteners per sign varies with the sign area, but normally there are two. For a single post installation, all signs greater than 9 sq. ft. require the use of 3 fasteners. ATTACHMENT OF SIGNS TO POSTS I WISCONSIN DEPT OF TRANSPORTATION I State Traffic Engineer DATE 4/1/2020 PLATE NO. A4-8.9 6 PROJECT NO: FILE NAME : C:\CAEFiles\Projects\tr-stdplote\A48.DGN PLOT DATE : 01-APRIL-2020 PLOT BY : dotc4c SHEET NO: 31 WISDOT/CADDS SHEET 42 7 TELESCOPIC TUBING ANCHORS TWO PIECE SYSTEM 2 1/4 " SQUARE 12 GAUGE PERFORATED GALVANIZED FINISH 1 11/8„ O O 0 0 O O O 0 0 2 1/2 " SQUARE 12 GAUGE OMNI -DIRECTIONAL PERFORATED SOIL STABILIZING SLEEVE GALVANIZED FINISH 2 I/2" TELESPAR TUBE o ALL HOLES T/5" 0 SPACED V C-C 0 ALL FOUR SIDES 0 O m O O O O O O 0 O O O O O O O O O O _41/4'� — 4" x 10" x 10 GA. —/' STEEL PLATE (CUT AS SHOWN) WELDED TO ALL FOUR CORNERS OF TELESPAR TUBE PROJECT NO: I HWY: FII P NAmp ! C!\CAPPi Ion\Pr is +n\+r n+,ir, into\A4q nnN P14- 4" �I 0 0 O 0 0 O O O 0 0 O O 0 O 0 0 0 0 0 0 O O O 0 0 0 0 O O O 0 0 0 0 0 DETAIL OF TUBULAR STEEL SIGN POST (IN POURED CONCRETE OR ASPHALT) SIGN 0 0 ��SEE SIGN PLATE A4-8 FOR BOLT @I a WASHER, & NUT N 0 MATERIAL r 0 U N_ z 0 z TELESCOPE PIECES FLUSH AT TOP x I 18" DIA SCHEDULE 40 PVC BOX -OUT M COUNTY: DETAIL OF TUBULAR STEEL SIGN POST (IN LOCATIONS OTHER THAN POURED CONCRETE OR ASPHALT) SIGN 0 @I 4- a :_ SEE SIGN PLATE 0 A4-8 FOR BOLT of o �8 WASHER, & NUT r °o MATERIAL a 2" STEEL TUBULAR 0 v 0 0 SQUARE UPPER SECTION V) 0 2" STEEL TUBULAR ° SQUARE UPPER SECTION a CIN0 ALL HOLES %6" z ° SPACED i" C-C o 0 ALL HOLES %6" ALL FOUR SIDES 0 SPACED 1" C-C ° o 3 /8" ZINC PLATED CORNER 0 x TELESCOPE PIECES ° 0 ALL FOUR SIDES 0 ANCHOR BOLT AND NUT � FLUSH AT TOP o %" ZINC PLATED CORNER °o I 2/Z x 0 ANCHOR BOLT AND NUT 0 GRAVEL OR DIRT 0 1" ° Z J ° o 0 0 A' �' 0 a 0 '��.D�.D A 0 aV2112" A 0 3�g" ZINC PLATED 03/g" ZINC PLATED ° ANCHOR BOLT AND NUT °ANCHOR BOLT AND NUT 0 0 0 0 2%2" SQUARE X 18" 0 °0 SQUARE X 18" °0 0 (SOIL STABILIZING SLEEVE) r�r1 °oOIL 0 STABILIZING SLEEVE) 0 0 21/4" SQUARE X 36" 0 0 21/4" SQUARE X 36" 0 0 0 0a 00 0 0 H Area of Sign Number of Installation Required Posts (Sq. Ft.) 9 or less 1 Greater than 9 less than or equal 2 to 18 Greater than 18 less than or equal 3 to 27 Signs wider than 3 feet or larger than 9 sq. ft shall be mounted on multiple posts (see above table). %" ZINC PLATED CORNER ANCHOR BOLT AND NUT It DIRECTION 0F TRAFFIC �� SECTION A -A TUBULAR STEEL SIGN POST A4 -9 I WISCONSIN DEPT OF TRANSPORTATION I APPROVED _V7A i / e ✓) 10 9 Apr State Traffic Engineer DATE 2/05/15 PLAT132 14-9.9 SHEET NO: I t PI nT nATF ! n5-PPR-9n15 17!nq PI nT RV ! mn in PI nT NAMF ! PI nT [CAI P ! 14 R9gA19l1 nnnnnn FILE NAME : C:\Users\Projects\tr-stdplote\A411.DGN PLOT DATE : 10-NOV-2005 10:09 PLOT BY : DOTSJA PLOT NAME : PLOT SCALE : 6.207338:1.000000 WISDOT /C ADDS SHEET 42 D E E NOTES c R 1. All Signs Type II - Type H H H 2. Color: I I I' M 0 Background - See note 5 0 b 71 b 1j I G Message - See note 5 F B F B 3. Message Series - C 4. Corners may be square or rounded when base J J� I material is plywood but borders shall be rounded A I A as shown. When base material is metal, the corners and borders shall be rounded. MMB3-1 3-1 MM3-1 MK3-1 5. M3-1 thru M3-4 Background - Whi to MP3-1 MN3-1 Message - Black MB3-1 thru MB3-4 Background - Blue - - Message - White MK3 1 thru MK3 4 Background - Green Q F G I F G Message - Whi to MM3-1 thru MM3-4 Background _ Whi to L Message Green M3-2 MB3-2 MN3-1 thru MN3-4 Background - Brown MM3-2 MK3-2 MP3-2 MN3-2 Message - White MP3-1 thru MP3-4 Background - Whi to Message - Blue 6. Note the first letter of each direction is larger .0 F G L F G than the remainder of the message. IFU I I< M MB3-3 M3-3 MK3-3 MM3-3 MN3-3 MP3-3 I 77 I F G I M3-4 MM3-4 MP3-4 IT, F G I k 0 0 �i MB3-4 MK3-4 MN3-4 SIZE A B C D E F G H I J K L M N 0 P 0 R S T U V W X Y I Z ea E4. ft. 1 2 24 12 1 �/8 % % 6 7 2 1/4 2 Y4 10 1/4 7 3/8 8 % 10 1/4 9 Y4 8 Y4 1 �/2 2.00 3 36 18 1 �/8 % �/2 9 10 3 %4 4 1/4 14 % 12 12 A 14 14 �/8 13 1 �/2 4.5 4 36 18 1 �/8 % �/2 9 10 3 %4 4 1/4 14 % 12 1 12 �/e 14 1 14 �/g 13 1 1 �/z 1 4.5 5 36 18 1 �/8 % �/2 9 10 3 3/4 4 1/4 114 % 12 1 12 �/a 14 1 14 �/e 13 1 1 �/z 1 4.5 PROJECT NO: I HWY: 1711 F NAMF • r-%r arfi lee\Prn ier+c\+r a+Min+e\uAi nf'.N COUNTY: STANDARD SIGNS M3-1 thur M3-4 SERIES WISCONSIN DEPT OF TRANSPORTATION APPROVED �e �Or State Traffic Engineer DATE 10/15/15 PLATE — M3-1.14 34 SHEET NO: E PI nT nATF • ni-nF7r-?ni5 17-S4 PI nT RY • 00, nln+a -- as, PI nT NAMF PI nT Cr AI F • 11 A7Rn51 • t nnnnnn FILE NAME : C:\Users\PROJECTS\tr_stdplote\M48.DGN PLOT DATE : 10-NOV-2010 13:18 PLOT BY : dit,jph PLOT NAME : PLOT SCALE : 4.767233:1.000000 WISDOT/CADDS SHEET 42 FILE NAME : C:\Users\PROJECTS\tr-stdplote\M48A.DGN PLOT DATE : 09-MAR-2011 10:29 PLOT BY : mscj9h PLOT NAME : PLOT SCALE : 3.972696:1.000000 WISDOT/CADDS SHEET 42 FILE NAME : C:\Users\PROJECTS\tr-stdplate\M49R.DGN PLOT DATE : 09-MAR-2011 11:17 PLOT BY : mscj9h PLOT NAME : PLOT SCALE : 5.959043:1.000000 WISDOT/CADDS SHEET 42 FII F NAMF • f •\rAF+i I..a\Prnior.+c\+r .e+MnIn+o\WGSQ nrJd PI nT nATF • n1-nFrr-9ni5 iR.n5 PI nT RY • 8A nln+iiaor AC PI nT NAMF 7 PI nT GrAl F • R Ri7R?r-1 nnnnnn u C D E (, A . M6-1 MM6-1 M06-1 MP6-1 A 1- A MB6-1 MK6-1 MN6-1 MR6-1 C (� A M6-2 MM6-2 M06-2 MP6-2 M V MB6-2 MK6-2 MN6-2 MR6-2 NOTES 1. Signs are Type II - Type H except as Shown 2. Color: Background - See note 4 Message - See note 4 3. Corners may be square or rounded when base material is plywood but borders shall be rounded as shown. When base material is metal, the corners and borders shall be rounded. 4. M6-1 and M6-2 Background - Whi to Message - Black MB6-1 and MB6-2 Background - Blue Message - Whi to MK6-1 and MK6-2 Background - Green Message - Whi to MM6-1 and MM6-2 Background - Whi to Message - Green MN6-1 and MN6-2 Background - Brown Message - White M06-1 and M06-2 Background - Orange - Type F Reflective Message - Black MP6-1 and MP6-2 Background - Whi to Message - Blue MR6-1 and MR6-2 Background - Brown Message - Yellow E I L I N SIZE A 6 C D E F G H I J K L M N 0 P 0 R S T U V W X Y Z 80 50. ft. 1 2 21 1 1�8 % % 7 112 7 Y8 5% 5 4 1/4 5 1/4 3 2% 112 1 1'12 1/2 3.06 3 30 1 % 1'1z % 10 Y4 10 114 8 7 114 6 7 112 4 1/4 3 Y4 Y4 1 Y8 1/2 6.25 A 30 1 % 1'12 % 10 %4 10 114 8 7 1/4 6 7 1/2 4 114 3 %4 %4 1 Y8 1/2 530 1 % 1'12 % 10 Y4 10 114 8 7 1/4 6 7 112 4 114 3 Y4 Y4 1 3/81�2 Im STANDARD SIGN M6-1 & M6-2 SERIES WISCONSIN DEPT OF TRANSPORTATION APPROVED :, / /1 /I for State Traffic Engineer DATE 10/15/15 PLATI M6-1.15 5V SHEET NO: E 131 nT QrAI F • 11 97SnR1 -1 nnnnnn PROJECT NO: HWY: FIIF NAUF • r•\rAFflloa\Prn tor.+.a\tr atrinln+o\MF1 nrN COUNTY: Pi nT nATF • n i-nFr-7n15 17-r7 PI nT RY • Aft nln+iaor Aft PI OT NAMF W20-2A 0 G .50.0fI �— M �i N 10 1-(--P W20-2D 0 0 I G �— 0 W20-2C 0 I G IE 0 —��R,' W20-2B I GI F I.- V I 0 1 W 'q(— x W20-2G VkAG -)--ISk-T-01FU- —M 30 W20-2F NOTES 1. Sign is Type II - Type F Reflective - reference WIS DOT Standard Specification for HIGHWAY and STRUCTURE CONSTRUCTION latest edition. 2. Color: Background - Orange Message - Block 3. Message Series - See note 5 4. Corners may be square or rounded when base material is plywood but borders shall be rounded as shown. When base material is metal, the corners and borders shall be rounded. 5. Line 1 is Series D. Line 2 is Series D for AHEAD and Series C for all other distances. SIZE A B C D E F G H I J K L M N 0 P 0 R S T U V W X Y Z °0 A ft. 1 36 1% % Y4 6 5 1 21/4 14 Y4 15 11% 9 1% 1% 5% 10�/8 2�/2 1�/8 4%2 3V2 8 1N 10-Y4 9.0 2S 48 2'A N 1 8 7 11/4 3 19)f4 20 15�/2 12 1%e 2% 7�/2 13�/2 3% 1�/2 6 4% 10% 2% 14% 16.0 2M 48 2'/4 74 1 8 7 11/4 3 19Y4 20 15�/2 12 1%8 2% 7�/2 13�/2 3% 1�/2 6 4% 10% 2% 14% 16.0 3 48 21/4 Y4 1 8 7 11/4 3 19Y4 20 15�/2 12 1% 2% 7�/2 13�/2 3% 1�/2 6 4% 10% 2% 14% 16.0 4 48 2'/4 )14 1 8 7 11/4 3 19Y4 20 15�/2 12 1% 2% 7�/2 13�/2 3% 1�/2 6 4% 105/e 23/e 14% 16.0 cj 48 2 'A N1 8 7 l 1/4 3 19 -Y4 20 15 1/2 12 1 Ye2 5/e 7 1/2 13 1/2 3 3/e 1 1/2 6 4 5/e 10 5/9 2 314 3/a 16.0 STANDARD SIGN W20-2A,B,C,D,F & G I WISCONSIN DEPT OF TRANSAORTATM APPROVED -,OA _ i/i .4 A / for State Traffic "now DATE 3/18/11 PLATE NO. W20-2.6 0 I PROJECT NO: I HWY: I COUNTY: 1 1 SHEET NO: 40 1 E FILE NAME : C:\Users\PROJECTS\tr-stdplote\W202.DGN PLOT DATE : 18-MAR-2011 10:00 PLOT BY : mscj9h PLOT NAME PLOT SCALE : 9.931739:1.000000 WISDOT/CADDS SHEET 42 Notes 41 jIA7g/I/m/ I � Ii 111[rill I F IeW&!IdiFYNI� Dedicated people creating transportation solutions through innovation and exceptional service. http://www.dot.wisconsin.gov 42