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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022

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Plans and drawings
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                                                                                                                                                                                                                           PA VEMENT SPECIFICATIONS:
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                                                                                                                                                                                                                                       125mm compacted gravel sub-base Type 2.3 (Min CBR45) (If required)
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                                                ,                                                                                                                               PLAN                                                                                                                                                                                                                                                                                        <X>

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                                                                                                                                                                                                                                                                                                                                                                                                                               GRADE                                     1.312%                                  1 .2                                                   0.1 0


                                                                                         ’IS                                                                                                                                                                                                                                                                                                                                   PAVEMENT                                                                                                 ype A
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                                                                          ~’:v                                                                                                                                                                                                                                                                                                                                                 DATUM RL.145.0                                             ~;---                                 ~ :--                                                         "-     -"::::--
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0               21 3             260                      3
                                                                                                                                                                                                                                           1.           Earthworks shall be in accordance with job specifications and AS                                                                                                       EARTHWORKS
                                                                                                                                                              ~",.
                                                                                                                                                                                                                                                        3798 (’Guidelines on Earthworks for Commercial and Residential                                                                                                                                  FILL                 6                        0                                                             0                  0
                                                                                                                                                                                                                                                        Developments’!.                                                                                                                                                                                                      0       N      <X>                                O’ ...                O’                 O’      <X>    0 N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ::;:                                   ~                                                       a;
                                                                                                                                                                                                                                           2.           Fill shall be placed and compacted to the following standards,
                                                                                                                                                                                                                                                                                                                                                                                                                               EDGE LEVELS             LHS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             <X>
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                                                                                                                                                                                                                                                        (i) Cohesive Materials,- Allotment fill shall achieve a Minimum Dry
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                                                                                                                                                                                                                                                        Density Ratio (M.D.D.R.) of 95% Standard. Commercial allotment fill                                                                                                                                                                 <X>                                                                            <X> 0
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                                                                                                                                                                                                                                                        shall achieve a 98% Standard. Density Ratio (M.D.D.R.)                                                                                                                                                                       <X>
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               Datum RL. 150.00                                                                                                                                                                                                                                                                                                                                                                                                                                              ~       N      r-: r-:                  N              ’"               ...                       <X>
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                                                                                                                                                                                                                                                        Road embankments shall achieve the following minimum standards.                                                                                                                                                                                                              a-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             \!:! ~ ~ \!:! \!:! ~ \!:! ~ ~                                                                                           ~
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                                                                                                                                                                                                                                                          (al greater than or equal to 0.3m below pavement subgrade,
                                                                                                                      SECTION A-A                                                                                                                                                                                                                                                                                                                               ;;           a-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ~    ;::; ~  <X>                                ...   O’      O’      ...                <X>     ...
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                                                                                                                                                                                                                                                             95% Std. M.D.D.R                                                                                                                                                                                                ~ 0 ;; 0 ;
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                                                                                                                                                                                                                                                                                                                                                                                                                               CUT IFILL                        0
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                                                                                                                       Scale 1 , 250                                                                                                                                                                                                                                                                                                                                                        0                0 0 0 0 0                                                                                      ~


                                                                                                                                                                                                                                                             (bl less than 0.3m below pavement subgrade, 100% Std. M.D.D.R.                                                                                                                                     ’=f          0       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ’=f
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                                                                                                                                                                                                                                                        (iil Non Cohesive Materials,- Fill shall achieve a Minimum Density
                                                                                                                                                                                                                                                                                                                                                                                                                                                                0            0 ...          ’"                       ...       O’ ... N                                                0
                                                                                                                                                                                                                                                        Index Ratio of 75%.                                                                                                                                                                                     ,....        N              ’"        ~ ~            ’"        ’" ’" ’"
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                                                                                                                                                                                                                                                                                                                                                                                                                               DESIGN                           ’"           ~       ;::;   ~                        ~         ’"     ’"
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                                                                                                                                                                                                                                           3.            Geotechnical Certification shall be ’Level 2’ as per AS.3798.                                                                                                                                          N            N       ".;    ,..,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ".;    ,....
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ex>         as            0       ,..,               ,..,
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                                                                                                   DRIVEWA Y SETOUT TABLE                                                                                                                                                                                                                                                                                                      LEVELS                           ~            \!:! ~ ~ \!:!                           ~ ~ ~ ~                         ~                  ~ ~ ~ ~ ~ ~
                                                                                                                                                                                                                                           4.           F.L. denotes finished levels.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0 ’" N
                      Pt          Chainage                                  Easting                                    Northing                    Bearing           Radius             A.Length         D.Angle                                                                                                                                                                                                                                                a-
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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022

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