OPW14/0197 Approved Plans Part 3 (N13078)

                                                                                                                                                                                                                                                                       PRELIMINARY PAVEMENT DESIGNS
                                                                                                                                                                                                                                                                                                                                   BASE             SUB BASE         lOWER SUB BASE            TOT AL
                                                                                                                                                                                                                                                                                   TRAFFIC         ASSUMED     SURFACING            (mm)               lmml                 lmml
                                                                                                                                                                                                                            ROAD                    STREET   CLASSIFICATION                                                                                                                     BOX
                                                                                                                                                                                                                                                                                    ESA's            CBR          Imml          IceR 601            leeR 451              IceR 151
                                                                                                                                                                                                                                                                                                                               (TYPE 2.2)          ITYPE 2.31            lif required)          (mml
                                                                                                                                                                                                                  CARISSA PLACE                          A(CESS ROAD                5 lC 11f          3            30                100                  '00                 1S0               380
                                                                                                                                                                                                                            1. ALL ASPHALT        TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE




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                                                                                                                                      en~                                                                 1.    PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRAOE CaR SHOWN. ACTUAL                                   PAVEMENT         DESIGNS WIll       BE BASED ON
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                                                                                                                                                                                                                TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
                                                              v                                                                       C;>v                                                                2.    EARTHWORK            QUANTITIES   HAVE BEEN CALCULATED        USING THE PAVEMENT     DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTJONS.
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                                                                                                                                      ::>                                                                 3.    THE SELECTED FILL QUANTITY,            DETERMINED BY TEST RESULTS,           SHALL INCLUDE FOR EXCAVATION.
                                                                                                                                      u                                                                   4.    WHEN THE TOTAL PAVEMENT DEPTH lAS DETERMINEO BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEHENT                                              GRAVEl    SHALL   EXTEND
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                                  DATUM RL 5.0

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                                  DESIGN SURFACE


                                  EXISTING SURFACE
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                                  CHAINAGES                                                                                                                                                                                                                                                                                                            NOOSA COUNCIL
                                  HORIZONT AL CURVES                                   R14.000
                                                                                                                                                                                                                                                                                                                                                      APPROVED PLANS
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                                                                                                                                                                                                                                                                                                                                                    OPW14/0197 3 OCT 2014
                                                             OETAILS FOR LEVELS
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