KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007

Transcription

1 Sheet 1 of 2 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 SECTION 805 WORK ZONE TRAFFIC CONTROL AND SAFETY TYPICAL TRAFFIC CONTROL, 2-LANE HIGHWAY WITH 1 LANE CLOSED, FLAGGER, PILOT CAR OR TEMPORARY TRAFFIC SIGNALS Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on Standard Plan Sheets TE700, TE702, TE704, TE710, TE714, TE720, TE730, TE731, TE732, TE733 and TE734. TYPICAL TRAFFIC CONTROL, 4-LANE DIVIDED HIGHWAY WITH 1 LANE CLOSED, CROSSOVER FROM THE LEFT LANE OR RIGHT LANE Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on Standard Plan Sheets TE700, TE702, TE704, TE710, TE714, TE722, TE731, TE740 and TE742. TYPICAL TRAFFIC CONTROL, 4-LANE HIGHWAY WITH 1 LANE CLOSED, MULTI-LANE HIGHWAY WITH 2 LANES CLOSED AND 4-LANE UNDIVIDED HIGHWAY WITH ONE-HALF OF THE ROADWAY CLOSED Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on Standard Plan Sheets TE700, TE702, TE704, TE710, TE714, TE722, TE731, TE744, TE746 and TE748. TYPICAL TRAFFIC CONTROL, 4-LANE HIGHWAY WITH CONSTRUCTION TRAFFIC ACROSS THE MEDIAN With the permission of the Engineer, construction equipment may use the median crossovers. Provide, erect and maintain all traffic control devices required for the median crossovers that complies with the attached sheet and Standard Plan Sheets TE700, TE702 and TE710 at no cost to the KDOT TE

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30 S S S S 1000 * MATCH LINE A A W6-3 48"x 48" DO NOT PASS R4-1 48"x 60" NEXT X MILES W7-3A 24"x 18" STATE KANSAS PROJECT NO. YEAR SHEET NO. TOTAL SHEETS * REFER TO STD. TE710 FOR ADDITIONAL INFORMATION ON TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING. REFER TO STD. TE704 FOR TYPE III BARRICADES. REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND CHANNELIZING DEVICES. REFER TO STD. TE700 FOR LENGTH OF BUFFER SPACE. SPEED LIMIT R2-1 48"x 60" END ROAD WORK KG "x 24" ARROW DISPLAY " WHITE 4" YELLOW 4" WHITE 4" YELLOW A/4 B B L L/2 C B/3 B/3 B/3 A L/2 BUFFER SPACE ROAD CLOSED W1-6 R "x 24" 48"x 30" W1-4L 48"x 48" W13-1 M.P.H. 24"x 24" W4-2L 48"x 48" KM4-2O 48"x 12" WORK ZONE SPEED LIMIT R2-1 48"x 60" DO NOT PASS R4-1 48"x 60" LEFT LANE CLOSED W "x 48" SPEED LIMIT W3-5 48"x 48" ROAD WORK LEFT LANE CLOSED W20-1 W "X 48" 48"X 48" 1OO SIGN SPACING CHANGE M.B. A.A.A M4-20 CHANGED TO KM4-20 M.B. A.A.A CLARIFIED NOTES, UPDATED WARNING SIGNS B.H. A.A.A. NO. REVISION BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL TRAFFIC CONTROL FOUR-LANE DIVIDED HIGHWAY ONE ROADWAY CLOSED CROSSOVER FROM RIGHT LANE TE742 SHEET 1 OF 2 9/1/OO FHWA APPROVAL APP D Anthony A. Alrobaire DESIGNED B.A.H. DETAILED B.A.H. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK O C L of Travelway 4" Wide Solid Yellow Lines - Tubular Marker - Temporary Raised Pavement Marker (Type ll) TUBULAR MARKER - TEMPORARY RAISED PAVEMENT MARKERS (TYPE ll) TWO-LANE, TWO WAY TRAFFIC ON INTERSTATE ROADS & OTHER FREEWAYS X Type III Barricades Length To The Nearest Whole Mile Channelizing Device AHEAD, 1500 FT, OR 1 MILE AHEAD, 1000 FT, 1500 FT, OR 1/2 MILE Speed To Be Determined By The Engineer Type "A" Low Intensity Warning Light

31 S S STATE KANSAS PROJECT NO. YEAR SHEET NO. TOTAL SHEETS 1000 * * DO NOT PASS R4-1 48"x 60" W6-3 48"x 48" NEXT X MILES W7-3A 24"x 18" BUFFER SPACE L WORK ZONE SPEED LIMIT A B/3 B/3 B/3 B B C A/4 R2-1 48"x 60" DO NOT PASS R4-1 48"x 60" W "x 48" SPEED LIMIT W3-5 48"x 48" S S MATCH LINE W4-2L 48"x 48" KM4-2O 48"x 12" LEFT LANE CLOSED ROAD WORK W "x 48" LEFT LANE CLOSED W "x 48" A 4" YELLOW CONCRETE SAFETY BARRIER SYSTEM OR RAISED PAVEMENT MARKERS (TYPE II) AND TUBULAR MARKERS A/2 WORK SPACE R2-1 END ROAD WORK W1-6 R4-7 W1-4R M.P.H. W13-1 A * ** SPEED LIMIT 48"x 24" 48"x 60" 48"x 48" 24"x 24" "x 60" KG "x 24" ARROW DISPLAY SIGN SPACING CHANGE M.B. A.A.A M4-20 CHANGED TO KM4-20 M.B. A.A.A CLARIFIED NOTES, UPDATED WARNING SIGNS B.H. A.A.A. NO. REVISION BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL TRAFFIC CONTROL FOUR-LANE DIVIDED HIGHWAY ONE ROADWAY CLOSED CROSSOVER FROM RIGHT LANE TE742 SHEET 2 OF 2 9/1/OO FHWA APPROVAL APP D Anthony A. Alrobaire DESIGNED B.A.H. DETAILED B.A.H. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. * * THE W6-3 & R4-1 SIGN COMBINATION MAY BE REQUIRED AT ADDITIONAL LOCATIONS ALONG THE PROJECT. THE SPACING BETWEEN THESE LOCATIONS SHALL BE A MAXIMUM OF 1 MILE. THE W7-3A SIGN SHOULD BE MOUNTED WITH THE W6-3 SIGN AT 2 MILE INCREMENTS ON A PROJECT OF 4 MILES OR LONGER. SIGN TO BE ELIMINATED IF CONCRETE SAFETY BARRIER SYSTEM IS USED BARRICADE TO BE ELIMINATED AND SIGN W1-6 TO BE MOUNTED ON SKIDS IF CONCRETE SAFETY BARRIER SYSTEM IS USED.

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