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Project # 4994-01-35 S Washburn, Dickinson to 20th
ORDER OF SHEETS Sticilmn No, I Title Section No, 2 Typical Soollons and Details (includes Etoston Contra)) Section No, 3 Eslimale of Quarifilles Section No, 3 Miscellaneous QII Soolloo No. 4 Rlytil of Way Plot saconn No. 6 Plan and p(olile Section No, 6 Standard Dwell Dmitilp section No. 7 Sip Plates Soollon No. 0 Structure Plans $e4ilon No, 0 Computer Earthwork Data Seallon No. 9 cross Soilons TOTAL SHEETS = RESIGN 061133NATION AAP.T, 2023 = 7,778 A.A:rj,T, 20411 8,290 OM'vi = 1,244 9A% DESIGN SPEED v 40 IAPH ESALS = 11600,M0 CONVENTIONAL SYMBOLS PLAN PROFILE CORPORATE LIMITS GRADE LINE PROPERTY UNE ORIGINAL GROUND MARSH, OR ROCK PROFILE LOTLINE --------- (Tabe rioted as such) LIMITED HIGHWAY EASEMENT L SPECIAL,I)ITCH koki— EXISTING RIGHT OF WAY GRADE ELEVATION PROPOSED OR NEW ft,1W LINE SLOPEINTERCEPT CULVERT (ProffIL* VieIVII REFERENCE LINE, UTILITIES. ELECTRIC EXISTING CULVERT FILICA OPTIC —FQ PROPOSEDVILVER7 OAS (BOX or Pipe) SANITARY -SEWER SAII COMBUFITIBLC FLUI , 14 STORM stwER z TELEPHONE I 1AARSHAREA r WATER UTILITY PEDESTAL POWCR POLE WOODED OR SHRUB AREA TELEPHONE POLE FILF, NAME ? Sl,\MAI)\13W;-139911382\095\0(IAVIINGgrADCIVIL 30)ISHEETSPLANI1SET J-WAyHOURN ONLY\01dI0JT1.DWG A�9 ki, PLAN OF PROPOSED IMPROVEMENT Cu"SHKOSH, 119 ST DICKINSON TO W 20TH LOCALSTREET WINNEBAGO COUNTY STATE PROJECT NUM85R 4994-01-35 R-I&E LAYOUT 015 ml SCALE 1 -1 TOTALNET.I.ENOTH,Of CENTERUNE=0695 PLOT DATE -, STATE PROJECT FEDERAL PROJECT PROJECT CONTRACT 4004-01-36 ACCEPTED FOR CITY OF OSHKOS HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COORDINATE ACFERENCE SYSTEM (WISCRS), WINNEBAGO COUNTY, NA063 ( 2611), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCE$ ARE THE SAMEAS GROUND DISTANCE$, ELWATIONS ARE REFERENCED TO NAVO 86 (2012, ). OPS DERIVED ELEVATIONS ARE BASED, ON GCOID 128 PLOTOY: DECENT, ZACH PLOT NAME; ORIGINAL*PLAIXPREPARED OY A ml STRAND ASSOCIATES` ti SGO MATTHEW YENTZ R it Cc Imo, ,30W S PMRIE UN A ./ONAt. siglat A. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PAMI Ay Oesigngr STI(AfIDMOCIATES, INC I'mirctP,fagagel jammosinsm, If.r. U041boal wistm4ammTREC104 keg onafSiipervlsar MtAn eDwARns, Irs, AMOVE11 1`01% 711t Off'AAWFUT VA16- (511 E GENERAL NOTES THE CENTERLINE OF S WASHBURN ST 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 SHEETS GENERAL NOTES TYPICAL SECTIONS CONSTRUCTION DETAILS TRAFFIC CONTROL- ADVANCED WARNING SIGNING DETOUR ROUTE SIGNING DNR LIAISON 1AYSCHIEFELBEIN DNR NORTHEAST REGIONAL HEADQUARTERS 2984 SHAWANO AVENUE GREEN BAY, WI 54313 (920) 360-3784 JEREMIAH.SCHIEFELBEIN@WISCONSIN.GOV UTILITY CONTACTS AT&T WISCONSIN - COMMUNICATIONS SPECTRUM - 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, WI 54903 (920) 236-5065 JGIERACH@CI.OSHKOSH.WI.US VINCE ALBIN 1001 KENNEDY AVE. KIMBERLY, WI54136 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, WI54902 (920) 232-5330 WI PUBLIC SERVICE CORP - ELECTRIC AND GAS WENDYCHRIST 3300 N. MAIN ST. OSHKOSH, WI 54901 (920) 617-5173 UTILITIESRELOCATION@ WISCONSINPUBLICSERVICE.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.W I.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 818818SIROTiINI, Dial Baor (800)242-8511 www.DiggersHotline.com N PROJECT NO: 4994-01-35 FILE NAME : 5:\MAD\1300--1399\1382\085\I LAYOUT NAME - 020101-gn HWY: SOUTH WASHBURN STREET 3 D\SHEETSPLAN\SET 1-WASHBURN ONLY\020101-GN.DWG COUNTY: WINNEBAGO GENERAL NOTES PLOT DATE: 9/7/2022 4:54 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:100 FT SHEET _2 U WISDOT/CADDS SHEET 42 FILE NAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\020301-TS.DWG PLOT DATE: 7/26/2022 1:36 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:10 FT WISDOT/CADDS SHEET42 LAYOUT NAME - 020301-ts WASH FILENAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\020301-TS.DWG PLOT DATE: 7/26/20221:36 PM PLOT BY: DECENT,ZACH PLOT NAME: PLOT SCALE: 11N:10 FT WISDOT/CADDS SHEET 42 LAYOUT NAME-020302-ts WASH al m a2 a w Z u I — VARIES 1-6' 0 VARIES 0-11' O VARIES VARIES 7COURSE HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER HMA PAVEMENT 3 MT 58-28 S (3-INCHES) MATCH TO FULL DEPTH RECLAMATION 12-INCH EXISTING SUBGRADE MATERIAL TO REMAIN. DO NOT EXISTING 12" INCORPORATE INTO FULL DEPTH AGGREGATE BASRECLAMATION OPERATIONS. (T BASEAGGREGATE DENSE 3/4-INCH (SHOULDERS) NOTES STA.11+58 - STA.13+35 1Q SHOULDER SLOPE ON LOW SIDE OF SUPERELEVATION WILL BE 490 DOWNWARD, EXCEPT WHEN SUPER -ELEVATION RATES EXCEED 4%, IN WHICH CASE THE LOW SIDE SHOULDER SLOPE WILL EQUAL THE RATE OF SUPERELEVATION. O2 SHOULDER SLOPE ON HIGH SIDE OF SUPERELEVATION WILL BE CONTINUATION OF PAVEMENT SLOPE. O3 PAVEMENT SUPERELEVATION WILL MATCH EXISTING PAVEMENT SUPERELEVATION WHEN u EXISTING SLOPE IS 8% OR LESS. WHEN EXISTING z PAVEMENT SLOPE EXCEEDS 89/o, PAVEMENT SLOPE _ WILL BE 8%. VARIES 1-6' VARIES 0-11' 4% I _2% HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER HMA PAVEMENT 3 MT 58-28 S (3-INCHES) MATCH TO FULL DEPTH RECLAMATION 12-INCH EXISTING SUBGRADE MATERIAL TO REMAIN. DO NOT INCORPORATE INTO FULL DEPTH EXISTING 12" CRUSHED RECLAMATION OPERATIONS. AGGREGATE BASE COURSE (TO REMAIN) BASE AGGREGATE DENSE 3/4-INCH (SHOULDERS) STA.45+50 - STA.48+31 z z RL CLEAR ZONE 18' CLEAR ZONE 18' 1' 5' 11' 11' 5' 1' PAVED PAVED SHOULDER SHOULDER O O O O VARIES VARIES I VARIES VARIES 4; q:11�`Pxl Z (Mq,YI HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER HMA PAVEMENT 3 MT 58-28 S (3-INCHES) FULL DEPTH RECLAMATION 12-INCH SUBGRADE MATERIAL TO REMAIN. DO NOT INCORPORATE INTO FULL DEPTH BASE AGGREGATE DENSE RECLAMATION OPERATIONS. 314-INCH (SHOULDERS) (TYP.) EXISTING 12" CRUSHED MATCH TO AGGREGATE BASE COURSE EXISTING (TYP.) (TO REMAIN) (TYP.) CLEAR ZONE 18' FINISHED SUPERELEVATION TYPICAL SECTION STA. 11 +58 - STA. 15+90 STA. 17+12 - STA. 22+22 RL z a VARIES VARIES 0-11' 1-6' 0 VARIES VARIES I 4.1 HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER / HMA PAVEMENT 3 MT 58-28 S (3-INCHES) —/ FULL DEPTH RECLAMATION 12-INCH SUBGRADE MATERIAL TO REMAIN. DO NOT INCORPORATE INTO FULL DEPTH RECLAMATION OPERATIONS. BASE AGGREGATE DENSE 314-INCH (SHOULDERS) STA.11+58 - STA.13+35 CLEAR ZONE 18' 1' 5' 11' 11' 5' i' PAVED PAVED SHOULDER SHOULDER 4% 2 % 2 % 4% 4: A:1lM�l 1 .;M;7 NT 4 MT 58-28 S (2-INCHES) OVERNT 3 MT 58-28 S (3-INCHES)FULL DEPTON 12-INCHSUBGRADE MATERIAL O NOTINCORPORATE INTO FUBASE AGGREGATE DENSERECLAMATION OPERAT3/4-INCH (SHOULDERS) (TYP.)EXISTING 12" CRUSHMATCH TOAGGREGATE BASE COEXISTING (TYP.) (TO REMAIN) (TYP.) FINISHED TYPICAL SECTION STA. 15+90 - STA. 17+12 STA. 22+22 - STA. 47+07 4 r VARIES VARIES 0-11' 1-6' HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER / HMA PAVEMENT 3 MT 58-28 S (3-INCHES) J FULL DEPTH RECLAMATION 12-INCH -J SUBGRADE MATERIAL TO REMAIN. DO NOT INCORPORATE INTO FULL DEPTH RECLAMATION OPERATIONS. BASE AGGREGATE DENSE 3/4-INCH (SHOULDERS) STA.46+03 - STA.48+31 �— MATCH TO EXISTING EXISTING 12" CRUSHED AGGREGATE BASE COURSE (TO REMAIN) MATCH TO EXISTING EXISTING 12" CRUSHED AGGREGATE BASE COURSE (TO REMAIN) 2 PROJECT NO: 4994-01-35 I HWY: SOUTH WASHBURN STREET FILENAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\020301-TS.DWG LAYOUT NAME - 020303-ts COUNTY: WINNEBAGO I TYPICAL SECTIONS PLOT DATE: 7/26/2022 1:37 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE: 1 IN:10 FT SHEET 5 E WISDOT/CADDS SHEET 42 FILE NAME : S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\020301-TS.DWG PLOT DATE : 7/26/2022 1:37 PM PLOT BY : DECENT, ZACH PLU I NAME: PLOT SCALE : 1 IN:10 FT WISDOT/CADDS SHEET42 LAYOUT NAME - 020304-ts ENTRANCE NOT TO SCALE I LIMITS AS DIRECTED 2 ASPHALT PAVEMENT S WASHBURN STREET APPROACH * BY THE ENGINEER 5' (TYP) �+� PAVED SHOULDER fE S WASHBURN STREET 1 FINISHED SHOULDER 9F LENGTH TO BE DETERMINED BY 5' 11' 5" LARGEST SIDE ROAD RAD. (25'MIN.) (SHOULDER) (DRIVING LANE) D REMOVING ASPHALTIC SURFACE REQ'D/ ASPHALTIC SURFACE DRIVEWAYS AND BASE AGGREGATE DENSE 4-INCH ** VARIES 2X FIELD ENTRANCES REQ'D * SAWING ASPHALT REQ'D VA ---------------- -- -- --------------------------- RIG HT-O F-WAY VAR. EXISTING HMA PAVEMENT MT 58-28 S (2-INCHES) OVER EXISTING ASPHALTIC I GRAVEL EXISTING 3 HMA PAVEMENT 3 MT 58-28 S (3-INCHES) PAVEMENT ENTRANCE EXISTING PAVED SIDE ROAD FULL DEPTH RECLAMATION 12-INCH L=10 FT TYPICAL, EXACT LENGTH TO BE � REMOVE EXCESS MATERIAL FROM FULL DETERMINED IN THE FIELD BY THE ENGINEER * 3-INCHES ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES OVER DEPTH RECLAMATION OPERATIONS TO ALLOW FOR A SMOOTH VARIABLE DEPTH BASE AGGREGATE DENSE 3/4-INCH SAWING ASPHALT REQ'D (PAID FOR AS "EXCESS FULL DEPTH PROFILE TRANSITION. **VARIABLE DEPTH BASE AGGREGATE DENSE 3/4-INCH RECLAMATION MATERIAL") D=MATCH EXISTING WIDTH 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) 125' MIN j SAWING ASPHALT REQUIRED HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER MATCH EXISTING PAVEMENT EDGE (TYP.) i I BASE AGGREGATE DENSE 3/4-INCH HMA PAVEMENT 3 MT 58-28 S (3-INCHES) (MATCH EXISTING LIMITS) (TYP.) EXISTING ASPHALT PAVEMENT - - - - - - - S WASHBURN STREET EXISTING CRUSHED AGGREGATE BASE COURSE - - - - - - - - - - - - - - A REMOVE EXCESS MATERIAL FROM FULL FULL DEPTH DEPTH RECLAMATION OPERATIONS RECLAMATION 12-INCH (PAID FOR AS "EXCESS FULL DEPTH FULL DEPTH RECLAMATION 12-INCH RECLAMATION MATERIAL") HMA PAVEMENT 4 MT 58-28 S (2-INCHES) OVER HMA PAVEMENT 3 MT 58-28 S (3-INCHES) FULL DEPTH RECLAMATION BUTT JOINT DETAIL STA. 11+58 TO 12+83 STA. 45+83 TO 47+08 DETAIL FOR RURAL PAVED SIDE ROAD (WITHOUT EXISTING CURB AND GUTTER) ALLERTON DRIVE (NOT TO SCALE) PROJECT NO: 4994-01-35 HWY: SOUTH WASHBURN STREET COUNTY: WINNEBAGO CONSTRUCTION DETAILS SHEET E FILENAME: 5:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\021001-CD.DWG PLOT DATE: 7/26/20221:37 PM PLOT BY: DECENT,7ACH PLOT NAME: PLOT SCALE: IIN:10 FT WISDOT/CARDS SHEET42 LAYOUT NAME - 021001-CD WASH 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. 0 PLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWING "BARRICADES AND SIGNS FOR MAINLINE CLOSURES" (DETAIL A WITH DETAIL E) O2 PLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWING "BARRICADES AND SIGNS FOR MAINLINE CLOSURES" (DETAIL B WITH DETAIL E) OPLACE ADVANCED WARNING SIGNS AND ROAD CLOSURE IN ACCORDANCE WITH STANDARD DETAIL DRAWING "BARRICADES AND SIGNS FOR SIDEROAD CLOSURES" (DETAIL4) LEGEND ® WORK ZONE TRAFFIC CONTROL SUMMARY (FOR INFORMATION ONL 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 6 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 NORTH DETOUR M3-1 24X12 2 SOUTH DETOUR M3-3 24X12 3 WASHBURN ST SEE SPECIAL DETAIL 36X18 5 TOTAL 59 2 PROJECT NO: 4994-01-35 I HWY: SOUTH WASHBURN STREET FILE NAME : S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WA5HBURN ONLY\025001-TC.DWG LAYOUT NAME - 025001-tc COUNTY: WINNEBAGO I TRAFFIC CONTROL -ADVANCED WARNING SIGNING PLOT DATE: 8/23/2022 3:52 PM PLOT BY: DECENT, ZACH PLOT NAME: PLOT SCALE: IIN:750 FT SHEET _8 1 E I WISDOT/CADDS SHEET42 FILE NAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\027001-DT.DWG PLOT DATE: 8/23/2022 3:53 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:1000 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - 027001-dt LAYOUT NAME - 0270O2-dt FILE NAME : S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\027001-DT.DWG PLOT DATE : 8/23/2022 3:53 PM PLOT BY: DECENT, ZACH PLOI NAME : PLOT SCALE : NO SCALE WISDOT/CADDS SHEET42 LAYOUT NAME - 027003-dt FILE NAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\027001-DT.DWG PLOT DATE : 8/23/2022 3:53 PM PLOT BY: DECENT, ZACH PLOT NAME: PLOT SCALE : NO SCALE WISDOT/CADDS SHEET 42 LAYOUT NAME - 027004-dt 09/13/2022 09:35:41 Estimate Of Quantities By Plan Sets Page 4994-01-35 0002 204.0110 Removing Asphaltic Surface SY 1,200.000 1,200.000 0004 204.0165 Removing Guardrail LF 40.000 40.000 0006 213.0100 Finishing Roadway (project) 01. 4994-01-35 EACH 1.000 1.000 0010 305.0110 Base Aggregate Dense 3/4-Inch TON 1,340.000 1,340.000 0012 455.0605 Tack Coat GAL 975.000 975.000 0014 460.2000 Incentive Density HMA Pavement DOL "2,780,000 2,780.000 0016 460.6223 HMA Pavement 3 MT 58-28 S TON 2,340.000 2,340.000 0018 460.6224 HMA Pavement 4 MT 58-28 S TON 1,560,000 1,560.000 0020 465.0120 Asphaltic Surface Driveways and Field Entrances TON 200.000 200.000 0024 >618,0100 Maintenance And Repair of Haul Roads (project) 01. 4994-01-35 EACH 1.000 1,000 0028 619.1000 Mobilization EACH 0.550 0.550 0030 624,0100 Water MGAL 2.700 2.700 0032 628.1905 Mobilizations Erosion Control EACH 3.000 3.000 0034 628.1910 Mobilizations Emergency Erosion Control EACH 1,000 1.000 0038 628.7020 Inlet Protection Type D EACH 4.000 4.000 0040 634.0616 Posts Wood 46-Inch X 16-FT EACH 1.000 1.000 0042 638.2102 Moving Signs Type II EACH 1.000 1.000 0044 638,2602 Removing Signs Type II EACH 2.000 2.000 0046 638.3000 Removing Small Sign Supports EACH 3.000 3.000 0048 642.5201 field Office Type C EACH 0.550 0.550 0050 643.0420 Traffic Control Barricades Type III DAY 520.000 520.000 0052 643.0705 Traffic Control Warning Lights Type "' DAY 1,040.000 1,040.000 0054 643.0900 Traffic Control Signs DAY 7,332.000 7,332.000 0056 643.5000 Traffic Control EACH 0.550 0.550 0058 646.1020 Marking Line Epoxy 4-Inch LF 3,725.000 3,725.000 0060 646.3020 Marking Line Epoxy 8-Inch LF 105.000 105.000 0066 646.6120 Marking Stop Line Epoxy 18-Inch LF 33.000 33.000 0068 650.8000 Construction Staking Resurfacing Reference LF 3,545.000 3,545.000 0070 650.9911 Construction Staking Supplemental Control (project) 01. 4994-01-35 EACH 1.000 1.000 0074 690.0150 Sawing Asphalt LF 626.000 626.000 0076 740.0440 Incentive IRI Ride DOL 2,660.000 2,660.000 0078 ASP.ITOA 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 320.000 320,000 0084 SPV.0060 Special 01. Adjusting Sanitary Manhole Covers EACH 2.000 2.000 0086 SPV.0060 Special 02, Adjusting Water Valve Manhole Covers EACH 2.000 2.000 0088 SPV.0060 Special 03. Adjusting Water Valve Boxes EACH 2.000 2.000 0090 SPV.0180 Special 01. Full Depth Reclamation 12-Inch SY 9,620.000 9,620.000 11 13 FILE NAME: _ PLOT DATE : PLOT BY: PLOT NAME : PLOT SCALE: 1" = 1" WISDOT/CADDS SHEET 42 FILE NAME: PLOT DATE : PLOT BY: PLOT NAME : PLOT SCALE : 1° = 1' WISDOT/CADDS SHEET 42 FILE NAME : S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL 3D\SHEETSPLAN\SET 1-WASHBURN ONLY\050201-PN.DWG PLOT DATE: 8/23/2022 4:19 PM PLOT BY : DECENT, ZACH PLOT NAME: PLOT SCALE : 1 IN:100 FT WISDOT/CADDS SHEET44 LAYOUT NAME-050201-pn FILENAME: S:\MAD\1300--1399\1382\085\DRAWINGS\CAD\CIVIL3D\SHEETSPLAN\SET 1-WASHBURN ONLY\050201-PN.DWG PLOT DATE: 8123/20224:19 PM PLOT BY: DECENT,ZACH PLOT NAME: PLOTSCALE: 11N:100 FT WISDOT/CADDS SHEET 44 LAYOUT NAME-050202-pn Standard Detail Drawing List O8E10-02 INLET PROTECTION TYPE A, B, C AND D 13C19-03 HMA LONGITUDINAL JOINTS 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 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 6 6 18 lJ co m J Q I N GEOTEXTILE FABRIC, TYPE FF DIRECTION OF GEOTE: TYPE I TT BURIED FABRIC - MIN. 6" DEPTH 2" x 4" STAKE AND CROSS BRACING GRATED INLET 2" x 4" STAKE AND i 1 ATTACH GEOTEXTILE FABRIC, TYPE FF TO THE STAKES AND CROSS BRACING. R 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. Q 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. ;TILE FABRIC, 'F INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) GEOTEXTILE FABRIC, TYPE FF INLET PROTECTION, TYPE C (WITH INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH N GEOTEXTILE FABRIC, TYPE FF FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. FLAP POCKET < i-r -rT-I i II I F, 1 i_L! 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 CURB BOX) INSTALLATION NOTES L' i- ,-FjI-I T�_N ten\ INLET PROTECTION, TYPE D (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX AS PER NOTE ( ) 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 30", 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 1211 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, CI AND D STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 10/16/02 /S/ Beth Connr-`-- DATE CHIEF ROADWAY DEVELOPN.1,. _.._..4EER FHWA 9 y v v TYPICAL PAVEMENT CROSS SECTION NOTCHED WEDGE JOINT TYPICAL PAVEMENT CROSS SECTION VERTICAL JOINT TYPICAL PAVEMENT CROSS SECTION VERTICAL JOINT (MILLED) ► :__III_►0 � IN ADDITION TO THE DETAILS PROVIDED IN THIS DRAWING, CONFORM TO STANDARD SPECIFICATION 450.3.2.8 FOR WHEN A NOTCHED WEDGE JOINT IS REQUIRED AND FOR GENERAL JOINT CONSTRUCTION REQUIREMENTS. FOR ALL LONGITUDINAL JOINTS, ENSURE THE PAVER SCREED OVERLAPS THE PREVIOUSLY PLACED PAVEMENT BY 1" t 0.5" AND THE HOT SIDE OF THE JOINT REMAINS HIGHER THAN THE COLD SIDE BY APPROXIMATELY 0.1" AFTER FINAL COMPACTION. (IT WILL BE FLUSH WHEN PAVING IN ECHELON.) ONLY REMOVE THE LONGITUDINAL NOTCHED WEDGE JOINT FOR SMA PAVEMENT OR AS DIRECTED BY THE ENGINEER TO ADDRESS SPECIFIC LENGTHS OF JOINT DAMAGED BY TRAFFIC. WHEN MILLING BACK OR REMOVING ANY LONGITUDINAL JOINT, LIMIT THE MATERIAL REMOVED TO 2" FROM THE TOP NOTCH OR FROM THE VERTICAL JOINT EDGE ON THE COLD SIDE OF THE JOINT. USE LONGITUDINAL MILLED JOINT AS PLANS SHOW OR THE AS THE ENGINEER DIRECTS OVERLAP DETAIL (TYPICAL) HMA LONGITUDINAL JOINTS STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED November 2020 /S/ Steven Hefel _ DATE HMA PAVEMENT ENGIN 20 FHWA 101 • • 5 R11-3C Ril- 1 BRIDGE OUT ROAD CLOSED OR TO THRU TRAFFIC _ MILES AHEAD I U 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 © EDETOUR © DETOUR DETOUR 07 EAST 0 AHEAD xx wzazA � a OR OR M4-59R M4.9R fDETWR DETOUR IF TOWN ROAD OR IF TOWN ROAD OR LOCAL STREET LOCALSTREET IF SPECIFIED IN IF STOP SIGN IS O2 R11 4 IF SPECIFIED IN IF STOP SIGN IS AT BRIDGE OR CULVERT PLANS OR SPECIAL BEING INSTALLED PLANS OR SPECIAL BEING INSTALLED REPLACEMENTS, USE PROVISIONS BY CONTRACT ROAD CLOSED PROVISIONS BY CONTRACT ADDITIONAL SET 00 TO BARRICADES AND SIGN R11-2 Rt1.4 THRU TRAFFIC R11-2s ROAD OR ROAD COLOSED BRIDGE CLOSED THRU TRAFFIC STOP 0 VR1-1 Q OUT R1-1 W3-1 W3-1 4 4 NG GN, COVER SEE TABLE ASEE IRROW ER SIGN PILATE A4-12) TABLE COMMUNITY NAME ♦ © SEE CLOSURE BARRICADE J J Dt-X J J $ DETAIL D OR E DETOUR I i ROUTE I$ WORKAREA I SEE DETAIL "C" FOR 50' 50' -� SIGNS AND BARRICADES AT AND APPROACHING 500' AT 25 - 40 MPH IF CLOSURE IS MORE THAN 500' FROM DETOUR BUFFER WORK ZONES 1000' AT 45+ MPH 300' 300' 500' ROUTE, PLACE W20-3 SIGNS AS APPROPRIATE (500' OR AS APPROVED FOR THE DISTANCE AT THE SITE FOR FIELD CONDITIONS) M4-9R © DETOUR © DETOUR © DETOUR ROAD ROAD M4-9R © RIO-61 (MOD.) ROAD DETOUR EAST 0 ROAD EAST 0 CLOSED AND CLOSED CLOSED AHEAD CLOSED 1000 FT 500 FT )ETOUR _AccEss to _ AHEAD V V 500 FT V v M J�J� W20.3C W2a3D IN PLANS OR F SPECIFIEDW20.3A W2a2A a W20.3D Q SPECIAL PROVISIONS OR OR LEGEND M4-59R M4-9R 9E DETOUR SIGN ON PERMANENT SUPPORT IF TOWN ROAD OR IF TOWN ROAD OR + LOCAL STREET LOCALSTREET I TYPE III BARRICADE DETAIL A 6 MAINLINE CLOSURE WITH POSTED DETOUR WORK ZONE GREATER THAN OR EQUAL TO Y2 ❑ MILE FROM DETOUR ROUTE (1000 FEET IF URBAN) v v ^mak N O cc A) AT BRIDGE OR CULVERT REPLACEMENTS, USE ADDITIONAL SET OF BARRICADES AND SIGN 2 Rtt-3 2 5 Rtt-2B R71-3C ROAD CLOSED BRIDGE OUT BRIDGE TO THRU TRAFFIC OR -.-,A I XX MILES AHEAD MILES AHEAD — OUT I I LAST PUBLIC ROAD I I INTERSECTION ( I PRIOR TO CLOSURE � ( DISTANCE TO BE DETERMINED BY ENGINEER R11-3 ROAD CLOSED TO THRU TRAFFIC ROAD I I A MILES AHEAD CLOSED AHEAD W20-3A �MI=17 1 r ------------- I F_ 50' - 500' 500, ROAD ROAD CLOSED CLOSED 1000 FT 500 FT W20-3C W20-313 00 0 R11-2 ROAD R11-4 ROAD CLOSED OR CLOSED THRU TRAFFIC FF- SEE CLOSURE } BARRICADE 1 DETAIL D OR E BUFFER .- (500' OR AS APPROVED FOR FIELD CONDITIONS) DETAIL C MAINLINE CLOSURE, NO POSTED DETOUR DETAIL B MAINLINE CLOSURE WITH POSTED DETOUR WORK ZONE LESS THAN Y2 ❑ 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 1QTHROUGH 0 TYPE III BARRICADE WITH ATTACHED SIGN TYPE "A" WARNING LIGHT (FLASHING) ® WORKAREA 01 /0 FLAGS, 16" X 16" MIN. (ORANGE) DETOUR M4 - 8 EAST M3-X c... OR 2 OR I X M1-4 M1-6 M1-5A a OR Q M05-1 M06-1 BARRICADES AND SIGNS FOR MAINLINE CLOSURES STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED February 2020 /S/ Andrew Heidtke7 1 1 DATE WORK ZONE ENGINES FHWA A ,V,A Y/ r YI no MM 24" X 12" M1-X 24" X 24" AHEAD W20-2A V USE ON STATE TRUNK, U.S. OR INTERSTATE HIGHWAYS, OR AS SPECIFIED IN THE CONTRACT M4-8a END DETOUR WEST Y M 7 THIS DRAWING PROVIDES GENERAL GUIDANCE ON TYPICAL DETOUR SIGN LAYOUT AND SPACING. SEE PROJECT DETOUR SIGNING SHEETS FOR SPECIFIC DETAILS FOR EACH PROJECT. o + u N � a o REAST DETOUR ROUTE DETOUR ELA T --�- M * DETOUR NEXT X MILES � G20-5, 9 Dt-x * -TCv Er 1 (IF PRE-EXISTING SIGN, COVER ARROW PER SIGN PLATE A4-12) WEST v M MATCH POINT �- WEST M4-9L 9 OR [DETOUR** IF TOWN ROAD OR ~ LOCALSTREET * DETOUR WEST M4-59L 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 THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS SIGN ON PERMANENT SUPPORT 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. THE SPACING BETWEEN TRAFFIC CONTROL AND DETOUR SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND TO DETOUR 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. ORrX7XOR couxn 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 M4-8 SHALL BE 24" X 12" (36" X 18" IF NEEDED TO MATCH EXISTING SIGNS) M05 - 1 M06 - 1 M06 - 1 M14, 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 D771 ** I OR /V\ -�- IF TOWN ROAD OR LOCALSTREET DI-X 1+ COMMUNITY NAME �_ (IF PRE-EXISTING SIGN, COVER I ARROW PER SIGN PLATE A4-12) DETOUR EAST M4-9L ** DETOUR OR M IF TOWN ROAD OR LOCALSTREET 00' AT 25 - 40 MPH — 500' 1 OOV AT 45+ MPH MM 24" X DETOUR DETOUR M1_ EAST EAST z4"x JXX yy��//��// M''W DI-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 M DETOUR WEST M4-9R xx OR 91** �_ ♦ IF TOWN ROAD OR LOCALSTREET 500' DETOUR ROUTE DETOUR DETOUR EyASSTT EEyASS M M 0 * M4-59R DETOUR OR lr+ ** J IF TOWN ROAD OR ' I LOCALSTREET 1 DI-X COMMUNITY NAME * (IF PRE-EXISTING SIGN, COVER DETOUR ARROW PER SIGN PLATE A4-12) EAST XX X xa =f CL EAST 24M3•" x 12^ + r Y�I/ MIA /V\ X 24" N Q Qo DETOUR AHEAD W20-2A V USE ON STATE TRUNK, U.S. OR INTERSTATE HIGHWAYS, OR AS SPECIFIED IN THE CONTRACT * DETOUR DETOUR EAST EEyASST�T M t 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 Heidtke DATE WORK ZONE ENGINEE 22 FHWA A v O A 0 LAST INTERSECTION PRIOR TO CLOSURE ROAD CLOSED AHEAD �p I R11-2 ROAD * � CLOSED ROAD I I CLOSED 500 FT ,gyp S I u�u ROAD CLOSED 0 ROAD CLOSED I 500 FTT111p I ROAD CLOSED I - � AHEAD �P I rya LAST INTERSECTION PRIOR TO CLOSURE DETAIL 1 (NO ACCESS TO PROJECT) ROAD T-AT WORKAHEAD P I I �tio I I ** I I 50' FOR BRIDGE OR CULVERT REPLACEMENT, USE ADDITIONAL SIGN ON BARRICADE R"-4 jROADCLOSEDORAFFIC I 7-/'F ** FAFAFRAFRA I I I� ROAD WORK �- AHEAD P DETAIL 3 (PUBLIC CROSS -TRAFFIC MAINTAINED, CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESS TO PROJECT) IBRIDGE OUT I U MILESAHEAD ROAD T ti F R11-2 WORK ROAD AHEAD ryo CLOSED I I t� �t x I 4Y I Tr 11 I I no WORK ROAD WORK AHEAD P DETAIL 2 (PUBLIC CROSS -TRAFFIC MAINTAINED. NO ACCESS TO PROJECT) LAST INTERSECTION PRIOR TO CLOSURE ROAD CLOSED AHEAD P I R11a -LA-L ROAD CLOSED TO * THRU TRAFFIC ROAD CLOSED 500 FT ,gyp S�ry� o 0 R77-4 -/J_ ROAD CLOSED � § TO I -T THRU TRAFFIC ROAD no CLOSED I I 500 FT T I ROAD 1 o CLOSED I AHEAD P �tio� LAST INTERSECTION PRIOR TO CLOSURE L� W20-3A 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 R114 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: R11-2 SHALL BE 48" X 30". RI1.4 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 6 TYPE III BARRICADE TYPE III BARRICADE WITH ATTACHED SIGN TYPE "A" WARNING LIGHT (FLASHING) WORK AREA BARRICADES AND SIGNS FOR SIDEROAD CLOSURES STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 0 July 2018 /S/ Andrew Heidtke_ Q DATE WORK ZONE ENGINEE 23 FHWA y 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, �C 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 �1 SIGN ON PERMANENT SUPPORT DIRECTION OF TRAFFIC ® WORK AREA 6 0 END ROAD WORK G20-2A 48"X24" <= WORK - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7Z, AREA 500' APPROX.250' APPROX.250' SEE OTHER TRAFFIC CONTROL DETAILS FOR ADDITIONAL TRAFFIC CONTROL ROAD ROAD ROAD WORK WORK WORK AHEAD �P 500 FT ^0 250 FT ^� CENTER OF ROADWAY MAINLINE ROADWAY UNDER CONSTRUCTION z� O� Uw wU) U X Q �O U N z w o > g= a= 0 0 ROAD WORK AHEAD ^P TYPICAL SIDE ROAD APPROACH WARNING SIGN DETAIL ROAD ROAD WORK WORK 25 FFT ��� 500 FT �ry � APPROX.250" APPROX.250' END ROAD WORK G20-2A 48"X24" TRAFFIC CONTROL, ADVANCE WARNING SIGNS 40MPH OR LESS 500' ROAD WORK 4HEAD TRAFFIC CONTROL, ADVANCE WARNING SIGNS 40 MPH OR LESS TWO-WAY UNDIVIDED ROAD OPEN TO TRAFFIC STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED July 2018 /S/ Andrew Heidtke_ DATE WORK ZONE ENGINEE 24 FHWA A U) 0 I LA 0 V U) r R y v v n CL TURN LANE OPTIONS LENGTH OF TURN BAY ( L ) OF 0 - 47' DOES NOT REQUIRE PAVEMENT MARKING ARROWS OR WORDS .7 20' 8' DISTANCE L = 48 - 87' 1 1VARIES L=88-166' L = >166' MA DISTANCE I 8' 32' VARIES T T *(SEE TURN LANE OPTIONS FOR PLACEMENT OF PAVEMENT MARKING ARROWS AND WORDS) GENERAL NOTES 1O 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 a' z0o'MTYP.. PAVEMENT MARKING 5' AX (TURN LANES) STATE OF WISCONSIN DEPARTMENT OF TRANSPORTAI 27 [1 L 18" r- -1 iO2 FLUORESCENT ORANGE O 360° REBOUNDABLE REFLECTIVE SHEETING WHITE 360° REBOUNDABLE O REFLECTIVE SHEETING 36" MIN. 4"- 6" 4"- 6" WEIGHTED BASE WHITEIo • 0 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. 1 60" GENERAL NOTES 0 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 %2 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" 4e Ye 24" MIN. 1 36" 45- WHITE MIN. ORANGE O VERTICAL PANEL THE STRIPES SHALL SLOPE DOWNWARD TO THE TRAFFIC SIDE FOR CHANNELIZATION. R CHANNELIZING DEVICES 0 DRUMS, CONES, BARRICADES AND VERTICAL PANELS r r STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION L� r APPROVED Q May 2021 IS/ Andrew Heidtke DATE WORK ZONE ENGINEE 20 FHWA 'A I/t FILE NAME : \CAEfiles\Projects\tr_D3_3701a822FMS.dgn PLOT DATE : li-AUG 2022 3:02 PLOT BY : mscj9h PLOT NAME : PLOT SCALE :$$.....piotscole.....$$WISDOT/CADDS SHEET 42 GENERAL NOTES r� URBAN AREA 2' Min - 4' Max (See Note 6) 7'-3"ft) * Curb Flowline� D ; i White Edgeli ne i Locati on ** Curb FI( 2' Min - 4' Max (See Note 6) D 6 Whi to Edg Locati o u 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. RURAL AREA (See Note 2) Outside Edge of Gravel Outside Edge of Gravel 1. Si gns wi der 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'-3" (±). The Chevron sign (Wl-8)9 Roundabout Chevron panel (R6-413)q Enhanced Reference Markers, Clearance Markers (W5-52)9 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'-3" (±) depending upon existence of a sub -sign. 4. Mini mum mounting height for signs 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 hei ght i s 3 i niches. 7. Folding signs shall be mounted at a hei ght of 5'-Y (±) or as di rectd by the Engineer. POST EMBEDMENT DEPTH Area of Sign Installati on 0 ( 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 WISCONSIND�EP�TL OF TRANSPORTATION APPROVED )' J�M�'IP.✓ / /' aLt rh Ar State Traffic Engineer DATE 5/13/2020 PLATE No. A4-3.22 6 PROJECT NO: I HWY: FILE NAME : C:\CAEfiles\Projects\tr_stdplote\A43.dgn COUNTY: PLOT DATE : 13-MAY 2020 1:04 PLOT BY : mscj9h PLOT NAME : SHEET NO: 30 1 E I PLOT SCALE :$$.....plotscale.....$$WISDOT/CADDS SHEET 42 FII F NAMF a r.\CAFFI i—\Pnn ion+a\+n .a+e*iIn+a\A4-iR nrN PI OT nATP t 97-.IAN-9nt4 n9e4A PI nT RY a mans in PI OT NAMP i PI nT grAI F e 1'4 f,SQA19et nnnnnn GENERAL NOTES Flo Flo z�� 'k1_9 2' Mi n - 4' Max (See Note 6) U 1I �� D �II 11� 2' Min - 4' Mox (See Note 6) u II ii D �I j 11 48" DIAMOND WARNING SIGN RURAL AREA (See Note 3) F*— L —� I-EI�E 6' -3"(±) 1 White Edgeli ne / [IT IT- IID II Location Outside Edge 1_1 11 of Gravel " 5'-3 White Edgeli ne/ D 11 ' 1,�` 11 11 Location Outside Edge 1 D of Gravel LI_J 48" DIAMOND WARNING SIGN SIGN SHAPE OTHER THAN DIAMOND (TWO POSTS REOUIRED) L E Greater than 48" Less than 60" 12" 60" to 108" L/5 PROJECT NO: ( HWY. FILE NAME : C:\CAEfiles\Projects\tr-stdplate\A44.DGN SIGN SHAPE OTHER THAN DIAMOND (THREE POSTS REOUIRED) L E Greater than 108" 12" to 144" COUNTY: White Edgeline Location PLOT DATE : 21-AUG-2017 15:54 �E 6' -3"(±) I� Outside Edge of Gravel IIu 11�IID u 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. 3.For expressways and freeways, mounting height is 7'-3" (±) or 6'-3" (+) depending upon existence of sub -sign. 4. The (±) tolerance for mounting height is 3 inches. 5. J-Assemblies are considered to be one sign for mounting height. 6.Offset distance shall be consistent with existing signs or consistent throughout length of project. 7. Folding signs shall be mounted at a height of 5'-3" (±) or as directed by the engineer. 8. The Double Arrow sign (W12-U shall be mounted at a height of 2'-3" (±). The Chevron sign (W1-8), Roundabout Chevron panel (RIB-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 a height of 4"-3" (±). )E 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 Installati on D ( Sq. Ft.) ( Min ) 20 or Less 4' Greater than 20 5' PLOT BY : SO ... plotuser... SO PLOT NAME : TYPICAL INSTALLATION OF TYPE II SIGNS ON MULTIPLE POSTS WISCONSIN DEPT OF TRANSPORTATION APPROVED le for State Trefir Engineer DATE 8/21/17 PLATE NO. A4 -4 .15 SHEET NO: 32 E PLOT SCALE : 108.188297:1.000000 WISDOT/CADDS SHEET 42 6 7 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 either IIIIIIilillll as Hot di p galvanized in accordance with ASTM Desi gnati one A 153, Class D, or SC 3 steel bo Electro-galvani zed in accordance with ,er washer ASTM Designation o B 633, TYPE III, SC 30 Threads on bolts and nuts shall be manufactured with sufficient allowance for the cadmium plate or galvanized coating 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 - 3/8" X 3-1/4" Length w/ nuts (NO STRINGER ON BACK OF SIGN) X 5" Length w/ nuts (STRINGERS ON BACK OF SIGN) RIVETS - 9/32 " (6605-9-6) BULB -TITS, TRI-FOLD, ALUMINUM BODY/MANDREL O.D. FLANGE o720-0765 INCH, GRIP RANGE a042-o375 INCH WASHERS (ALL POSTS) - 1-1/4" O.D. X 3/8" I.D. X %16 " STEEL 1-1/4'' O.D. X 3/g" 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 N0. A4-8.9 N PROJECT NO: FILE NAME : C:\CAEFiles\Projects\tr_stdplate\A48.DGN PLOT DATE : 01-APRIL-2020 PLOT BY : dotc4c I SHEET NO: 33 WISDOT/CADDS SHEET 42 N TELESCOPIC TUBING ANCHORS TWO PIECE SYSTEM 2 1/4 " SQUARE 12 GAUGE PERFORATED GALVANIZED FINISH I r- 11/8.. c.OT O 0 O O O O O O 0 2 1/2 " SQUARE 12 GAUGE OMNI-DIRECTIONAL PERFORATED SOIL STABILIZING SLEEVE GALVANIZED FINISH 2 I/2" TELESPAR TUBE 0% ALL HOLES %6" o SPACED 1" C-C o ALL FOUR SIDES O ip O M O O O 0 O 0 O O O 0 O O O O O 0 4" x 10" x 10 GA.--/ STEEL PLATE (CUT AS SHOWN) WELDED TO ALL FOUR CORNERS OF TELESPAR TUBE PROJECT NO: I HWY: FII F Nwr c r7rAFFI io \Prn Ion+.c\+r c+elnln+o\A4q nnN POO O 0 O 0 O O O 0 O O O 0 0 O 0 O 0 O 0 O O O O O 0 O O O 0 O O N1 O O DETAIL OF TUBULAR STEEL SIGN POST (IN POURED CONCRETE OR ASPHALT) SIGN 0 01 SEE SIGN PLATE 00 A4-8 FOR BOLT 01 0 1-0 WASHER, & NUT r 0 MATERIAL F- 0 L3 to M z 0 z 3 oTELESCOPE PIECES FLUSH AT TOP x 0 z Uj �Y1 D I I 18" DIA SCHEDULE 40 PVC BOX -OUT rn COUNTY: °0 2" STEEL TUBULAR 0 SQUARE UPPER SECTION 0 ALL HOLES %6" 0 SPACED 1" C-C ALL FOUR SIDES 0 0 3/8" ZINC PLATED CORNER c ANCHOR BOLT AND NUT ° 0 0 21/2„ GRAVEL OR DIRT 0 O 0 0 •�0 • D D O 0 0 3/e" ZINC PLATED ° ANCHOR BOLT AND NUT DETAIL OF TUBULAR STEEL SIGN POST (IN LOCATIONS OTHER THAN POURED CONCRETE OR ASPHALT) SIGN 0 01 -0- O SEE SIGN PLATE ° 0 A4-8 FOR BOLT 01 0 WASHER, & NUT V) °o MATERIAL F- 0 0 V) o 2" STEEL TUBULAR 0 SQUARE UPPER SECTION z ° 0 0 ALL HOLES %6" z 0 SPACED 1" C-C 0 TELESCOPE PIECES 00 ALL FOUR SIDES x In FLUSH AT TOP 00 3/9" ZINC PLATED CORNER x 0 ANCHOR BOLT AND NUT F— O 1 C� 0 wO 7T I 1)>1_1 _I ° 0 0 0 A 0 A 0 L°0 3/8' ZINC PLATED ANCHOR BOLT AND NUT 0 0 0 0 °O 2%2" SQUARE X 18" - °o °o (SOIL STABILIZING SLEEVE) m 0 0 0 0 0 0 21/4" SQUARE X 36" 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21/z" SQUARE X 18" (SOIL STABILIZING SLEEVE) 21/4" SQUARE X 36" 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 DIRECTION 0� C SECTION A -A TUBULAR STEEL SIGN POST • I I WISCONSIN DEPT OF TRANSPORTATION I APPROVED i / e .n /1 /i f"r Stote Troffi0 Engineer DATE 2/05/15 PLAT134 14-9.9 SHEET NO: I t PI nT nATF - ns-FFR-7n15 17-nq PI nT RV a mm.e In PI nT NAMF a PI nT CrAI F e 1 i r,;gR19 e 1 nnnnnn FILE NAME : C:\Users\Projects\tr_stdplate\A411.DGN PLOT DATE : 10-NOV-2005 10:09 PLOT BY : OOTSJA PLOT NAME : PLOT SCALE : 6.ZO7338:1.000000 WISDOT / C ADDS SHEET 42 6 D E E C i j R H H I I bG G B 0 F B F .0 Imo— J J i I k i I I A I A M3-1 MM3-1 MP3-1 A FG It— KL M3-2 MM3-2 MP3-2 i U71I F G M3-3 MM3-3 MP3-3 I F G M3-4 MM3-4 MP3-4 MB3-1 MK3-1 MN3-1 i I F G �K MB3-2 MK3-2 MN3-2 I I UT 0 , F_F G Imo— M N 30 MB3-3 MK3-3 MN3-3 i F G Irk 0 0 MB3-4 MK3-4 MN3-4 NOTES 1. All Signs Type II - Type H 2. Color: Background - See note 5 Message - See note 5 3. Message Series - C 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. M3-1 thru M3-4 Background - White Message - Black MB3-1 thru MB3-4 Background - Blue Message - Whi to MK3-1 thru MK3-4 Background - Green Message - Whi to MM3-1 thru MM3-4 Background - Whi to Message - Green MN3-1 thru MN3-4 Background - Brown Message - Whi to MP3-1 thru MP3-4 Background - Whi to Message - Blue 6. Note the first letter of each di recti on than the remainder of the message. SIZE A B C I D E F G H I J K L I M N 1 0 P O R S T U V W X Y Z ea sq. ft. 1 2 24 12 1 �/8 % % 6 7 2 1/4 2 3/4 10 1/4 7 Y8 8 % 10 1/4 9 3/4 8 3/4 1 �/2 2.00 3 36 18 1 �/8 % 1/2 9 10 3 3/4 4 1/4 14 % 12 12 1/8 14 14 �/8 13 1 �/2 4.5 4 36 18 1 �/8 % �/2 9 10 3 3/4 4 1/4 14 % 12 12 '/8 14 14 �/8 13 1 �/2 4.5 5 36 18 1 A % �/2 9 10 3 %4 4 1/4 14 3/g 12 12 �/8 14 14 �/8 13 1 �/2 4.5 PROJECT NO: ( HWY: FII F NAMF r• \rdFf i t sac\Prn Ion+c\+r c+M I n+o\M91 nr1J COUNTY: is larger STANDARD SIGNS M3-1 thur M3-4 SERIES WISCONSIN DEPT OF TRANSPORTATION APPROVED / u / /l j%a,�,G,® �State Traffic Engineer Traffic Engineer or DATE 10/15/15 PLATr3- M3-1.14 SHEET NO: E PI nT nATF • nT-rw .7nir 17—M PI nT RY • Aft nIn+maser nn PI nT NAMF 7 PI nT C AI F • t t 0;7Rn57 • t nnnnnn FILE NAME : C:\Users\PROJECTS\tr_stdplote\M48.DGN PLOT DATE : 10-NOV-2010 13:18 PLOT BY : ditjph PLOT NAME : PLOT SCALE : 4.767233:1.000000 WISDOT/CADDS SHEET 42 FILE NAME : C:\Users\PROJECTS\tr_stdplate\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_stdplote\M49R.DGN PLOT DATE : 09-MAR-2011 11:1/ NLUI BT : mscj9tl PLUI NAMt : PLUi JGALE : D.tl5UU9Y.l.000UUU WISDOT/CADDS SHEET 42 FII F NAMF • f •\rAF-Fi lee\Prn i--+c\+r a+rinln+a\U4SQ nrtJ PI nT nATF • ni nFr-9M5 1R-nr PI nT RV • tilt nl n+nax !iA PI nT NAMF ! PI nT [rai F • ri A3Tri7f.•7 nnnnnn 7 C D E A M6-1 MM6-1 M06-1 MP6-1 u 0 A MB6-1 MK6-1 MN6-1 MR6-1 A C 9 U WT A M6-2 MM6-2 M06-2 MP6-2 - - -*' -\- t,-`I -- A MB6-2 MK6-2 MN6-2 MR6-2 IMetirKii 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 - Whi to 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 I 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 ea sq. ft. 1 2 21 1 [�8 % % 7 1/2 7 [�8 5 % 5 4 114 5 1/4 3 2 % [�2 1 Y2 [12 3.06 3 30 1 % [/z % %4 10 'Al 8 7 [/4 6 7 [/z 4 [/4 3 74 %4 1 7/8 [/z 6.25 q 30 1 % [�2 % 10 Y4 10 [4 8 7 1/4 6 7 1/2 4 [/4 3 Y4 Y4 1 7/8 i/2 6.25 5 30 1% 1 ['12 % 103Y4 10114 8 7114 6 7[�2 41/4 3Y4 Y4 17�8 [12 6.25 STANDARD SIGN M6-1 & M6-2 SERIES WISCONSIN DEPT OF TRANSPORTATION APPROVED TOr State Traffic Engineer ironic Engineer DATE 10/15/15 PLAT[ M6-1.15 41 SHEET NO: E Pi nT [rAi F • 11 r,75n51 • 1 nnnnnn PROJECT NO: HWY: FII F NAuFr - r•\rAF-Fi loa\Prn :or.+a\+r .a+Mln+a\A1f.1 nrN COUNTY: PI nT nATF - nt -m -9n15 17.57 Pi nT RV • flit as, Pi nT NAMF 7 W20-2A 0 0 0., M -T N0 14-P� W20-2D 0 0 I ,o Imo- 0 W20-2C 0 I G . Fes— 0ER�I 0 P W20-2B V', G F [.K--V-40(W1—X� W20-2G MVkAG -)--iSk—T-NFU}M30 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 - Black 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 oil 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 ,,,00 j 36 1 % % Y4 6 5 1 2 1/4 14 Y4 15 11 % 9 1 % 1 % 5 % 10 %e 2 %2 1 �/8 4 �/2 3 �/2 8 1 Y4 10 Y4 9.0 2 S 48 2 '14 N 1 8 7 1 1/4 3 19 Y4 20 15 �/2 12 1 %e 2 % 7 �/2 13 �/2 3 % 1 �/2 6 4 % 10 % 2 % 14 % 16.0 2iVi 48 2'/4 N 1 8 7 1114 3 19-Y4 20 15�/z 12 1%e 2% 7�/2 13�/2 33I8 1�/z 6 4% 10% 2% 14% 16.0 3 48 21/4 N 1 8 7 1'/4 3 19-Y4 20 15�/2 12 178 2% 7�/2 13�/2 33/9 1�/2 6 4% 10% 2% 14% 16.0 4 48 2'/4 N 1 8 7 11/4 3 19Y4 20 15112 12 1Ye 25I8 7�/2 13�/2 33I8 1�/z 6 4% 10% 2% 14% 16.0 5 48 2114 Y4 1 8 1 7 1 11/4 3 1 19-Y4 20 151/2 12 1 1%8 2% 7�/2 13�/2 33I8 1�/2 6 4% 10% 2% 143/8 16.0 ISTANDARD SIGN W20-2A,B.C.D.F & G I WISCIMIN DEPT OF TRANSPORTATION ' APPROVED —0,4 _ //i .0 0 / T, State Trom "now DATE 3/18/11 PLATE NO. W20-2.6 7 I PROJECT NO: I HWY: I COUNTY: I I SHEET NO: 42 I E I FILE NAME . C:\Users\PROJECTS\tr_stdplate\W202.DGN PLOT DATE : 18-MAR-2011 10.00 PLOT BY : mscj9h PLOT NAME PLOT SCALE : 9.931739:1.000000 WISDOT/CADDIS SHEET 42 Notes 43 11111 Aid U/ �11//# /I dhp! 111111 ry I I I U ff I hj� I I blil U I r!� I/ I /j/1 Dedicated people creating transportation solutions through innovation and exceptional service. http://www.dot.wisconsin.gov 44