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16-003302-3303(A)

From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.

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                                                                                                                                                                                                         PRELIMINARY PAVEMENT DESIGN
                                                SUBGRADE                                                                          TRAFFIC                                                                                                           SURFACING                                                                                                                                  SUB-BASE           BLANKET            TOTAL BOX
                                ROAD                                                                                                                                                                     ROAD CLASS                                                                                                                                                          BASE (mm)                                                                                                                                   NOTE:                                                                                                                                  CONCRETE PAVEMENT DESIGN:
                                                   CBR                                                                             ESA'S                                                                                                               (mm)                                                                                                                                      (mm)               (mm)               (mm)
                            CONCRETE                                                                                                                                                                                                                    150                                                                                                                                                                                                                                                              1. REFER DRG 3300 FOR CONTROL LINE                                                                                                     150mm THICK 40MPa CONCRETE - BROOM FINISHED
                                                      3*                                                                                                       -                                          INTERNAL                                                                                                                                                           150 (CBR45)             -                 -                300                                                                                 HORIZONTAL SETOUT.                                                                                                                  SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
                             SURFACE                                                                                                                                                                                                                CONCRETE
                             CARAVAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2. REFER DRG 3304 FOR LIPS INTERSECTION                                                                                                SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
                                                      3*                                                                                                       -                                          INTERNAL                                                                                                                                                           150 (CBR15)             -                 -                150                                                                                 SETOUT AND LEVELS.                                                                                                                  DOWELLED JOINT WITH 150mm CBR 45 BASE.
                           PARKING AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3. FOR CONCRETE JOINTING DETAILS REFER
                       *       ASSUMED SUBGRADE CBR                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TO DRG 3302
                       -       PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
                       -       ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.




                                                                                         INTERSECTION LOOP ROAD RL 101.915
                                                        START OF CONSTRUCTION CH 0.00



                                                                                                                                  HP CH 11.007 RL 102.003




                                                                                                                                                                                                                                                                                                                                         INTERSECTION LOOP ROAD RL 100.669
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         *        REFER BULK EARTHWORKS DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               *




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       END OF CONSTRUCTION CH 63.484 RL 101.730
                                                                                                                                                                                                                                                                                                         END OF CONSTRUCTION CH 52.741
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOR FINISHED SURFACE LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INTERSECTION LOOP ROAD RL 100.163
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               START OF CONSTRUCTION CH0.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     INTERSECTION LOOP ROAD RL 101.185




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INTERSECTION LOOP ROAD RL 98.903
                                                                                                                                                                                                                                                                                                                                                                                                                                                      START OF CONSTRUCTION CH0.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           END OF CONSTRUCTION CH 48.852
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.00m

                                     EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  *
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 VARIES            3.0%                          3.0%        VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   *
                                     DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SUBSOIL DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE EDGE THICKENING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  150mm THICK CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SURFACE AND PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN SURFACE                                                                                                                                                                                                                     TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE                                                                                                                                                                                                              LOOP ROAD & CARAVAN AISLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGN SURFACE
            # CROSSFALLS ADJUSTED TO SUIT                                                                                                                                                                #                                                                                                                                                                                                                                      EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A1): 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A3): 1:200
                   ADJACENT BUILDING ENTRANCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                           IP CH 3.003 RL 101.222
                                                                                                                                                                               IP CH 22.500 RL 101.755




                                                                                                                                                                                                               IP CH 35.000 RL 101.692




                                                                                                                                                                                                                                                     IP CH 45.949 RL 100.911
                                                                                                                                                                                                                                                                               IP CH 49.729 RL 100.760
                                                                                                                                              IP CH 12.100 RL 102.021
                                                                                            IP CH 3.620 RL 101.936




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IP CH 45.072 RL 99.076
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IP CH 3.040 RL 100.071




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.00m                          4.00m                              1.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      *         VARIE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S     3.0%                                                 VARIE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           *
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.0%          3.0%       3.0%


                                                                      VC 5.0   VC 7.5      VC 7.5     VC 7.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUBSOIL DRAINAGE
                                                                     (R140.7) (R365.0)    (R113.0) (R238.9)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE EDGE THICKENING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INDICATIVE DRAINAGE
                                                           0.575% 1.00% -2.555%     -0.500%     -7.140% -4.0% -3.0%                                                                                                                                                                                                                                                                                                                                   1.219%                                                                                      0.840%                                                                                                                       -3.000%                                                                         -2.369%    -2.768%                                                                                    200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  150mm THICK CONCRETE
                   DATUM RL 94.0                                                                                                                                                                                                                                                                                                                                                                         DATUM RL 90.0                                                                                                                                                                                                                            DATUM RL 88.0                                                                                                                                                                                                                                                                   SURFACE AND PAVEMENT
                                                             -0.603
                                                             -0.528
                                                                                                                              -0.387
                                                                                                                              -0.327
                                                                                                                              -0.269
                                                                                                                              -0.226
                                                                                                                              -0.138




                                                                                                                                                                                                                                                                                                                                                                                                                                                           -0.252
                                                                                                                                                                                                                                                                                                                                                                                                                                                           -0.209




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.761 -0.179
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.935 -0.260
                                                                                                                              0.018
                                                                                                                              0.074
                                                                                                                              0.197
                                                                                                                              0.225
                                                                                                                              0.407
                                                                                                                              0.712
                                                                                                                              0.910
                                                                                                                              1.035
                                                                                                                              1.049
                                                                                                                              1.229
                                                                                                                              1.746
                                                                                                                              0.860
                                                                                                                              0.618
                                                                                                                              0.616
                                                                                                                              0.493
                                                                                                                              0.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101.425 0.083



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          101.592 0.092




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.469
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.443

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.426



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.650
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.705
                   CUT (-) / FILL                                                                                                                                                                                                                                                                                                                                                                        CUT (-) / FILL                                                                                                                                                                                                                           CUT (-) / FILL                                                                                                                                                                                                                                   TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PINNACLE CT - CONCRETE SURFACE
                                                                                                                                  102.056
                                                                                                                                  102.063
                                                                                                                                  102.058
                                                                                                                                  102.017
                                                                                                                                  101.891
                                                                                                                                  101.854
                                                                                                                                  101.794
                                                                                                                                  101.788
                                                                                                                                  101.768
                                                                                                                                  101.759
                                                                                                                                  101.690
                                                                                                                                  101.536
                                                                                                                                  101.485
                                                                                                                                  101.396
                                                                                                                                  101.238
                                                                                                                                  101.000
                                                                                                                                  100.770
                                                                                                                                  100.764
                                                                                                                                  101.984
                                                                                                                                  102.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              99.760



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.218
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.076
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.199
                   LHS EDGE LEVEL                                                                                                                                                                                                                                                                                                                                                                        LHS EDGE LEVEL                                                                                                                                                                                                                           LHS EDGE LEVEL                                                                                                                                                                                                                                                          SCALE (A1): 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A3): 1:200
                                                                                                                                  101.936
                                                                                                                                  101.943
                                                                                                                                  101.938
                                                                                                                                  101.897
                                                                                                                                  101.811
                                                                                                                                  101.788
                                                                                                                                  101.754
                                                                                                                                  101.745
                                                                                                                                  101.704
                                                                                                                                  101.663
                                                                                                                                  101.570
                                                                                                                                  101.416
                                                                                                                                  101.365
                                                                                                                                  101.275
                                                                                                                                  101.118
                                                                                                                                  101.053




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101.425



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          101.592




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               101.848
                                                                                                                                  99.330
                                                                                                                                  99.307
                                                                                                                                  98.999
                                                                                                                                  98.992




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              99.760



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.286
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.102
                   RHS EDGE LEVEL                                                                                                                                                                                                                                                                                                                                                                        RHS EDGE LEVEL                                                                                                                                                                                                                           RHS EDGE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BOWLING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.00m                          4.00m                        LANDSCAPING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GREEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      *
                                                             101.915
                                                             101.936
                                                                                                                              101.980
                                                                                                                              101.996
                                                                                                                              102.003
                                                                                                                              101.998
                                                                                                                              101.957
                                                                                                                              101.851
                                                                                                                              101.821
                                                                                                                              101.774
                                                                                                                              101.766
                                                                                                                              101.736
                                                                                                                              101.711
                                                                                                                              101.630
                                                                                                                              101.476
                                                                                                                              101.425
                                                                                                                              101.336
                                                                                                                              101.178
                                                                                                                              100.940
                                                                                                                              100.761
                                                                                                                              100.760
                                                                                                                              100.691
                                                                                                                              100.669




                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.185
                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.222

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101.365



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          101.532



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.700
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.730




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    100.163
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    100.071

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              99.670



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.196
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         99.076
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         98.971
                   DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                        DESIGN SURFACE                                                                                                                                                                                                                           DESIGN SURFACE                                                                                                                                                                                                                                VARIE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S     3.0%                  3.0%                           VARIES
                                                             102.518
                                                             102.463
                                                                                                                              102.367
                                                                                                                              102.323
                                                                                                                              102.272
                                                                                                                              102.225
                                                                                                                              102.095
                                                                                                                              101.832
                                                                                                                              101.747
                                                                                                                              101.577
                                                                                                                              101.541
                                                                                                                              101.330
                                                                                                                              101.000
                                                                                                                              100.720
                                                                                                                              100.441
                                                                                                                              100.375
                                                                                                                              100.107

                                                                                                                              100.080
                                                                                                                              100.143
                                                                                                                              100.144
                                                                                                                              100.198
                                                                                                                              100.216




                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.437
                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.431

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101.282



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          101.441



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.880
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    101.989
                                                                                                                              99.432




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    99.694
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    99.628

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              99.243



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         98.609
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         98.425
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         98.266
                   EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                                                      EXISTING SURFACE                                                                                                                                                                                                                         EXISTING SURFACE                                                                                                                                                                                                CONCRETE EDGE THICKENING
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Section 2

-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  150mm THICK CONCRETE
                                                                                                                              11.007
                                                                                                                              12.100
                                                                                                                              14.600
                                                                                                                              18.750
                                                                                                                              20.000
                                                                                                                              22.500
                                                                                                                              23.044
                                                                                                                              26.250
                                                                                                                              31.250
                                                                                                                              35.000
                                                                                                                              38.000
                                                                                                                              38.750
                                                                                                                              40.000
                                                                                                                              42.199
                                                                                                                              45.949
                                                                                                                              49.699
                                                                                                                              49.729
                                                                                                                              52.027
                                                                                                                              52.741




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          40.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    60.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    63.484




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         40.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         45.072
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         48.852
                                                             0.000
                                                             3.620
                                                                                                                              7.982
                                                                                                                              9.600




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.003




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.040
                   CHAINAGES                                                                                                                                                                                                                                                                                                                                                                             CHAINAGES                                                                                                                                                                                                                                CHAINAGES                                                                                                                                                                                                                                                                       SURFACE AND PAVEMENT


                   HORIZONTAL CURVES                                                                                                                                R10.000                                                                        R10.000                                                                                                                                               HORIZONTAL CURVES                                                                                                                                                                                                                        HORIZONTAL CURVES                                                                                                                                                                                                              TYPICAL SECTION FOR ONE-WAY CROSS FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BOWLING GREEN ACCESS - CONCRETE SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A1): 1:100
                                                                                        BOWLING GREEN ACCESS                                                                                                                                                                                                                                                                                                                           PINNACLE CT                                                                                                                                                                                                              CARAVAN AISLE                                                                                                                                                                                                                                             SCALE (A3): 1:200
                                                                             1:500                                           10                    5                    0                                10                              20   A1                                                                                                                                                                                       SCALE HORIZ 1:1000                                                                                                                                                                                                       SCALE HORIZ 1:1000
                                                                   1:1000
                                                                                                                                                                        HORIZONTAL
                                                                                                                                                                                                                                              A3                                                                                                                                                                                       SCALE VERT 1:100                                                                                                                                                                                                         SCALE VERT 1:100
                                                                                        1:50                                 1               0.5                        0                                 1                              2    A1
                                                                             1:100                                                                                                                                                            A3                                                                                                                                                                                                                                                                                                                                                                                                   REFER INTERSECTION DETAILS FOR LIP LEVELS
                                                                                                                                                                            VERTICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N.S.C. REF NO. MCU15/0111 & REC15/0031
                                                                                                                                                                                                                                                                                                                               DRAWN                                           STATUS                                                         SCALE                                                                                                                                                                                    CLIENT                                                                                                                                                                                                                       PROJECT                                                               DRAWING TITLE
REVISION    DATE    ISSUE DETAILS                                                                                                                                                                                                  DRAWN           DESIGN
   A       21.12.16 ORIGINAL ISSUE                                                                                                                                                                                                       HT         BF                                                                                                                                         FOR APPROVAL                                     1:1000                               10                                  0                   10      20                   30   40                                  50             A1            PALM LAKE WORKS PTY LTD                                                                                                                                                                                                      PALM LAKE RESORT                                                      LONGITUDINAL SECTION
   2                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION                               1:2000                                                                                                                                                                            A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STAGE 3
   3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HORIZONTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   & DETAILS SHEET 2 OF 2
   4                                                                                                                                                                                                                                                                                                                           DESIGN                                          APPROVED                                                          1:100                                2                                  1                   0                            2                                               4       A1                                                                                                                                                                                                                                   19 TRADING POST ROAD - COOROY
   5                                                                                                                                                                                                                                                                                                                                                                           ANDREW McPAIL                 RPEQ 6921                           1:200                                                                                                                                                                            A3                                                                                                                                                                                                                                                                                                      PROJECT No.                      DRAWING No.   REVISION
   6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VERTICAL                                                                                                                                                                                                                                                                                                          DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C 2015      www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16-003302                              3303       A
   8                                                                                                                                                                                                                                                                                                                                                                           FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD

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