1856-CMP-01 [Prelim] August 2020

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                                                                                     STOCKWELL ­ WALTER HAY DR ­ NOOSAVILLE
                      N
        TGS #: SW­WALT­TGS1
                                                                            EMERGENCY VEHICLE ACCESS CONSTRUCTION ­ SHOULDER CLOSURE


                                                                                                                                                                                                                           THESE SIGNS MAY BE OMITTED
                                                                                                                                                                                                                         IF WORKS IN TGS# SW­WALT­TGS2
                                                                                                                              20m
                                                                                                                                                                                                                          ARE CONCURRENT WITH WORKS
                                                                                                                            SAFETY                                                                                               IN THIS DIAGRAM
                                                                                                                            BUFFER

                                                                                                    30m
                                                                                                   TAPER




                                                                                                                                                                                                      DRIV
                                                                                                                                                                                                             WOR D
                                                                                                                                                                                                             ROA
                                                                                                                                                                                                              END
                                                                                                                                                                                                      ES
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                                                                                                                 RED




                                                                                                                                                                                                 AFE
                                                                                                                  UCE




                                                                                                                                                                                                         40
                                                                                                                                                                                                              END
                                                                                                                                                                                                    LY
                                                                                                                            40
                                                                                                                   SPE
                                                                                                                       ED
                                                             REDU




                                                                                                                                                                                       DRIV
                                                              CE SP




                                                                                                                                                                                           40 DEEND
                                                                                                                                                                                                  END
                                                                                                                                                                                      ES
                                                                      60
                          REDUCE

                                    AHEAD AH

                                    ROAD
                                    WORK




                                                                                                                            REDU

                                                                                                                                    40




                                                                                                                                                                                     AFE
                                                                EED




                                                                                   30m




                                                                                                                                                                                                TO
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                                                                                                                                                                                           UR
                            SPEED


                                          60
                                             EAD




                                                                                                                               PEED
                                                   30­90m          H       AY DR
                                                            WALTER




                                                                                                                                                                                                                                                LEGEND
      TGS SPECIFIC NOTES
      1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 (STATIC WORKSITES) OF THE MUTCD ­ 2019
                                                                                                                                                                                                                                     = WORK AREA
      2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 ­ MUTCD ­ 2019)
      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).                                                                           = LONG TERM SIGNAGE PLACEMENT
      4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 ­ MUTCD ­ 2019).
      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).                                                                                    = TEMPORARY HAZARD MARKER
      6). 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.
      7). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION. NO SITE ACCESS FROM WALTER HAY DR
      8). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 ­ MUTCD).                                                                                                                          = BOLLARDS / CLOSE DELINEATION
      9). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THE ORGINAL TGS DIAGRAMS FOR THIS JOB.


            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:      0630­1800                                                                                 GUY HALLIDAY
                                                                                                                                                                                                                                           Dept. Transport & Main Roads
             01                                                                    PLAN NUMBER:        SW­WALT­TGS1                      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:               TWO WAY                                            VALUE OF D:            TABLE 4.2 (MUTCD)
            MANAGER       TBA
                                                                                                                                         POSTED SPEED OF 60Km/H D = 15 ­ 45m                                         TAPER LENGTH:          TABLE 4.6 (MUTCD)