Loading...
HomeMy WebLinkAboutR-385320N F- V) Y J W 0 U) W > Q 2 T Lo z Q Of 0 0 Of O U LJ J O z O U H U W O z 0 Q z O F- U D Of F- U) z O U 0 0 i F- i z w w Q z Q z O F- U D Of F- V) z O U Y J Q w 0 V) w V) w D z w Q L0 n L0 i z O F- z w Of i BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 50 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 - BUFFER VEHICLE ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR 30 FEET MIN. MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS 100 FEET MAX, RECOMMENDATION_ PROTECTIVE VEHICLE NO SPECIFIED MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA. REQUIRED K K a ae• 01 ROAD WORK � AHEAD � 460 N/ 4811 W20-1 no W4-2R LEGEND LEFT LANE K TEMPORARY SIGN LOCATION CLOSED AHEAD ® CHANNELONG DEVICES 48„ SEQUENTIAL ARROW SIGN W70-5L TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN N TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800't RURAL ROADS 45 155 MPH 500't RURAL ROADS & URBAN ARTERIALS 35 140 MPH 3501t RURAL ROADS & URBAN ARTERIALS RESIDENTAL S BUSINESS DISTRICTS 25 130 MPH 200' f (2) URBAN STREETS 25 MPH OR LESS 1 00't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I ' • L e 24,9 _A KEEP 30 0of RIGHT J�J R4-7B BM 20' go Ni LJ2 WORT[ AREA MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (w) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 ISO 245 320 540 600 660 720 780 - i DEVICE SPACING 112 DISTANCE FOR OPPOSING TRAFFIC DEVICES B � �� L12 �l X A • • • • LANE SHIFT -THREE LANE ROADWAY NOT TO SCALE L13 or 4B' ROAD WORK AHEAD 480 YY20-1 NOTES CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/60 40 6o 35145 30 60 25130 20 = 40 PCMS *1 1 2 LEFT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS *2 1 2 LANE SHIFTS LEFT 1 MILE AHEAD 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. RECOMMENDED EXTENDING DEVICE TAPER (L13) ACROSS SHOULDER. 4_ ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. Plot 1 PLMI Rff NQ TC12 81" 1 OF TRAFFIC CONTROL PLAN am•m 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U Ho co ON 00 o� N00 N US z N ir z o0 W z- 0w z =z � az c z N O o3 U ow Q W (N 7) 0 0 N 0 z W z o w D o > z F-QQ w CL CL (U 0 U Q 0 CL CL LLI F- a 0 Z_ w U E 2 O N Q N 0 z O Q O N M Q 'C > LLI Od O U O Q.y m Lu = N 'a O Y U Li N y O R m 0 m U 6 z z 0 �Y Z J OQ� Z o J LU W z LL cn O W U � U �z LL H_o= a V U (D z_ Y SHEET: TC-1 2 OF: 20 JOB NO.: 15465 DWG: TC-12