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Appendix E Civil Engineering Plans · RAL25/0004

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Original PDF page 26, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                         IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                     CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                    AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                       ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                         COMMENCEMENT OF EXCAVATION




                                                                                                                                                                                                                                                                                                                        WILGEE CT
                                                                                                                                   NEW KERB RAMP                                      35m DIVERGE / DECELERATION LENGTH
                                                                                   EXISTIN                                         AND PATH LINK
                                                                                             G FOO                                                                                     20m                                      15m                           12.5m                     10m                                          19m
                                                                                                  TPATH
                                                                                                                                                                                      TAPER                                                              STORAGE LENGTH             TURNING PATH
                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CHEVRON
                                                                                                                                                                                                                                                                                                                                                                                                             LINEMARKING IN
   EL                                                                                                                                                                                                                                                                                                                                                                    PROPOSED
                                                                              EL                                                                                                                                                                                                                                                                                                                             ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                            ULL
                                                                                                                                                                                                                                                                                                                                                                         RAISED PLANTED
                                                                                                                                                                                                                                                                                                                                                                                                             AS1742.2-2009
                                                                                                                                                                                                                                                                                                                                                                         TRAFFIC ISLAND
                                                                                                                                                                                                                                                                                                                                                                                                             (MUTCD) SECTION 5.5
                                                                                        3m

                                         EL                                                                                                                                                                                                        EAST-BOUND THROUGH LANE
                                    9m




                                                                                                              OM                                                                                                                                   TURN LANE                                                      GL
                                                                                   3m




                                                                                                                                                                                                          EL
                                                                                                                                                                                                                                                                                                                  CL                                                                  EL
                                                                                                                         OM




                                                                                                                                                                                                                                3m
                                                                                                                                                                                                                                                                          EL                                      LAKE MACDONALD DR                                                       OM
                                          R200                                                                                EL
                                               m




                                                                                                                                                                                                                                3m
                                                                                                                                                                                                                                                                                                                                                                                                             OM




                                                                                                                                                    2.4m
                                                                                                                                                                      OM




                                                                                                                                                                                                                                                                                                                                                                                                                      3m
                                                                                                                                                                                                                                                                          EL             CL (REMOVE)                                                                                                                                                                      EL EL
                                                                                                     RP B                                                                                                                                                                                                                                                  OM
                                                                                                          DY




                                                                                                                                                                                                                                3m
                                                                                                                                                                                                                                                                                         GL (REMOVE)
                            PROPOSED RRPM's IN                                                                                                                                                                                                                            EL CL                                                                    CL EL
                            ACCORDANCE WITH




                                                                                                                                                                                                                                2m




                                                                                                                                                                                                                                                                                                              2m
                                                                                                                                                                                                                                                                                            GL
                            AS1742.2-2009




                                                                                                                                                                                                                                                                                                                                                                                 2m
                            (MUTCD) SECTION 5.6
                                                                                                                                                   R200m                                                                                                                                                                                                                                                                      R200m
                                                                                                     PROPOSED
                                                                                                     RAISED PLANTED                                                                                                                                WEST-BOUND THROUGH LANE                                                                                               R200m
                                                                                                     TRAFFIC ISLAND                                                                                                                                SHOULDER                                                                                                                                                       PROPOSED RRPM's IN




                                                                                                                                                                                                                                                                                                 ULL
                                                                                                                                                                                                                                                                                                                                                                   REALIGN 2m WIDE FOOTPATH                       ACCORDANCE WITH
                                                                                                                                                            NEW 2m WIDE                                                                                                                                                                                            TO SUIT ROAD WIDENING                          AS1742.2-2009
                                                                                                                                                              FOOTPATH                                                                                                                                                                                                                                            (MUTCD) SECTION 5.6




                                                                                                                                                                                                                                                                                                                                               H
                                                                                                                                                                                                                                                                                                                                              AT
                                                                                                                                                                                                                                                                                                                                               P
                                                                                                                                                                                                                                900




                                                                                                                                                                                                                                                                                                                                            OT
                                                                                                                                                                                                                                                                                            T




                                                                                                                                                                                                                                                                                                                                          FO
                                                                                                                                                                                                                                                                              ATH




                                                                                                                                                                                                                                                                                            C




                                                                                                                                                                                                                                                                                                                                     ING
                                                                                                                                                                                                                                                                                       ELLA
                                                                                                                                                                                                                                                                          OOTP
                                                                                                                                                                                                                        471m²




                                                                                                                                                                                                                                                                                                                                    IST
                                                                                                                                                                                                                                                                                                                               EX
                                                                                                                                                                                                                                                                        ING F




                                                                                                                                                                                                                                                                                     DIAN
                                                                                                                                                                                                                                                                                                                                                                                                       LINE MARKING LEGEND




                                                                                                                                                                                                                                                                      EXIST
                                                                                                                                                                                                                                                                                                                                                                                               BARRIER LINES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               150
                                                                                                                                                                                                                                                                                                                                                                                               (a) SINGLE (SBL)
                                                                                                                                                                                                                                                                                                                                                                                                                                  3.0          9.0          3.0         9.0         3.0

                                                                                                                                                                                                                                                                                                                                                                                               (b) ONE DIRECTIONAL (OBL)                                                                              80 x3

                                                                                                                                                                                                                                                                                                                                                                                               (c) BOTH DIRECTIONAL (BBL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      80 x3
                                                                                                                                                                                                                                                                                                                                                                                                                                  3.0          9.0          3.0         9.0         3.0
                                                                                                                                                                                                                                                                                                                                                                                               LANE LINES                                                                                   100-150
                                                                                                                                                                                                                                                                                                                                                                                               (a) BROKEN (LL)
                                                                                                                                                                                                                                                                                                                                                                                                                                         9.0         3.0          9.0         3.0     9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        100
                                                                                                                                                                                                                                                                                                                                                                                               (b) SPECIAL PURPOSE (SPLL)
                                                                                                                                                                                                                                                                                                                                                                                                    - BROKEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  100-150
                                                                                                                                                                                                                                                                                                                                                                                               (c) CONTINUOUS (ULL)

                                                                                                                                                                                                                                                                                                                                                                                               EDGE LINES (EL)                                                                                   100-150
                                                                                                                                                                                                                                                                                                                                                                                               (LEFT AND RIGHT SIDE)
                                                                                                                                                                                                                                                                                                                                                                                                                            1.0    3.0 1.0 3.01.0 3.0 1.0 3.0 1.0 3.0 1.0 3.0 1.0 3.01.0 3.0          1.0
           LEGEND                                                                                                                                                                                                                                                                                                                                                                              CONTINUITY LINE (CL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       200
                                                                                                                                                                                                                                                                                                                                                                                                                                        0.6                 0.6                                        100
                                      PROPOSED LINEMARKING                                                                                                                                                                                                                                                                                                                                     TURN LINE (TL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       300
                                      EXISTING LINEMARKING TO REMAIN                                                                                                                                                                                                                                                                                                                           STOP LINE (SL)
                                      EXISTING LINEMARKING TO BE REMOVED                                                                                                                                                                                                                                                                                                                                                                 0.6                  0.6                                      300
                                                                                                                                                                                                                                                                                                                                                                                               GIVEWAY LINE (GL)
                                      EDGE OF BITUMEN
                                      YELLOW BIDIRECTIONAL RRPM                                                                                                                                                                                                                                                                                                                                                                                                                                   100-150
                                                                                                                                                                                                                                                                                                                                                                                               OUTLINE MARKINGS (OM)
                                      YELLOW UNIDIRECTIONAL RRPM

                                      PROPOSED NEW PAVEMENT EXTENT                                                                                                                                                                                                                                                                                                                                                     LEGEND : NOT TO SCALE


                                      EXISTING ROAD

                                      PROPOSED CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                        Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                   NOTE:                                                                                                                Check Site boundary dimensions from the Title plans
                                      EXISTING SITE BOUNDARY                                                                                                                                                                                                                                                       ALL LINE MARKING AND DELINEATION TO BE IN                                                                            Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                                                                                        Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                   ACCORDANCE WITH THE MANUAL OF UNIFORM
                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:250 (A1) - 1:500 (A3)                     the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                   TRAFFIC CONTROL DEVICES (MUTCD)                                                                                      services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                                                                        contractor prior to commencement of works.
                                                                                                                                                                           Approved
Checked -    CT
                                                                                                                                               Consulting Civil &                                                                     Drawing title -                                                  Project -       COMMUNITY AFFORDABLE                     Site -                                                             Project No.             233467 Sheet No.                           C252
Design -    SK         Drawn -   SK                                                                                                            Structural Engineers                                                                   EXTERNAL ROAD LINEMARKING PLAN                                                   HOUSING DEVELOPMENT                      62 LAKE MACDONALD DRIVE,                                           Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                           C252 EXTERNAL ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                           LINEMARKING PLAN                 Issue :           A
Scales -    AS SHOWN                                                                                                                           Project Management          124 DUPORTH AVENUE             Ph (07) 5443 7777                                                                            Client -
                                                                                                                                                                                                                                                                                                                       NOOSA COUNCIL                            COOROY                                                                  This Document is copyright and shall not be copied
                                                                                                                        ASSOCIATES PTY LTD                                 PO BOX 16                      Fax (07) 5443 7577                                                                                                                                                                                                            without written approval, nor shall it be used except
  Document Stage -         APPROVAL
                                                   A   10/01/24   ISSUE FOR CLIENT REVIEW                          SK
                                                                                                                                               & Planning                  MAROOCHYDORE QLD 4558
                                                                                                                                                                                                                                                                                                                                                                                                                                            for the Development and the Site Specified.
                                                 Issue Date                     Description                    By                                                          E-MAIL: [email protected]
        c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C252 EXTERNAL ROAD LINEMARKING PLAN.dwg                                                                                                                                                                                                                                                                                                                     Plot 7 June 2024 - 11:05 AM

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