1856-CMP-01 [Prelim] August 2020

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                                                                                                   STOCKWELL ­ WALTER HAY DRIVE ­ NOOSAVILLE
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      TGS #: SW­WALT­TGS2
                                                                                                SHOULDER CLOSURE ­ SOUTHERN ROUNDABOUT TIE­IN




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                     IN THIS DIAGRAM                                                                                                                                                         20m




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                                                                                                                                                                                                                                                                 LEGEND
                                                                                                                                                                                                                                                       = WORK AREA
      TGS SPECIFIC NOTES
      1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 OF THE MUTCD ­ 2019.
      2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 ­ MUTCD ­ 2019)
                                                                                                                                                                                                                                                       = LONG TERM SIGNAGE PLACEMENT
      3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
      4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 ­ MUTCD ­ 2019).                                                                                                             = APPROVED BARRIERS
      5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 ­ MUTCD).
      6). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 ­ MUTCD).
                                                                                                                                                                                                                                                       = TEMP. HAZARD MARKER
      7). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION. NO SITE ACCESS FROM WALTER HAY DR ROUNDABOUT.                                                                                                                             = BOLLARDS
      8). BARRIER SYSTEMS ARE TO BE RPEQ SELECTED, APPROVED & CERTIFIED AND ARE TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.
      9). PEDESTRIANS MAY NEED TO BE PROVIDED WITH APPROVED RAMPS TO ENSURE SAFE PASSAGE THROUGH THE WORK SITE ON ROUTE INDICATED                                                                                                                       = PEDESTRIAN ROUTE
      10). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.

            REV DATE     DESCRIPTION:                                       CLIENT:             STOCKWELL                                      TGS IMPLEMENTATION DATE: TBA                                                                                               DIAGRAM PREPARED BY:
             00 01/09/20 PRODUCED FOR SUBMISSION TO COUNCIL                 LOCATION:           WALTER HAY DR ­ NOOSAVILLE                     HOURS OF OPERATION:      0630 ­ 1800                                                                                           GUY HALLIDAY
                                                                                                                                                                                                                                                             Dept. Transport & Main Roads
             01                                                             PLAN NUMBER:        SW­WALT­TGS2                                   TRAFFIC MANAGEMENT:      REGULATORY
REVISIONS




                                                                                                                                                                                                                                                              Traffic Management Design
                                                                                                                                                                                                                                                                   Certification # 259
             02                                                             SCALE / PRINT SIZE: NOT TO SCALE      PRINT TO A3                  CONTROL METHOD:          SHOULDER CLOSURE
             03                                                             SITE CONTACT:       TBA                                            TERM OF WORKS:           LONG TERM
             04                                                             TRAFFIC CONTROL Co. TBA                                            ORIGINAL POSTED SPEED:   60 Km/h
             05                                                             NTO CONTACT:        TBA                                            WORKSITE SPEED LIMIT:    40 Km/h                                                        MINIMUM LANE WIDTH:    3.0m
            PROJECT                                                         PROJECT DURATION: TBA                                              ROAD TYPE:               MULTI LANE DIVIDED                                             VALUE OF D:            TABLE 4.2 (MUTCD)
            MANAGER     TBA
                                                                                                                                               POSTED SPEED OF 60Km/H D = 15 ­ 45m                                                     TAPER LENGTH:          TABLE 4.6 (MUTCD)