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Appendix C - Amended Engineering Plans

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DocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03


                                                                                                                                                                                                       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.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER BULK EARTHWORKS DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       *         FOR FINISHED SURFACE LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         *




                                                                                        INTERSECTION LOOP ROAD RL 101.915
                                                       START OF CONSTRUCTION CH 0.00
                                                                                                                                 HP CH 11.007 RL 102.003
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00m

                                    EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            *
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            VARIES            3.0%                         3.0%         VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              *
                                    DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                       INTERSECTION LOOP ROAD RL 100.669
                                                                                                                                                                                                                                                                                                       END OF CONSTRUCTION CH 52.741
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONCRETE EDGE THICKENING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               200mm THICKx100mm WIDE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        INTERSECTION LOOP ROAD RL 100.163
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             START OF CONSTRUCTION CH0.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     END OF CONSTRUCTION CH 63.484 RL 101.730
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             150mm THICK CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INTERSECTION LOOP ROAD RL 101.185
                                                                                                                                                                                                                                                                                                                                                                                                                                                    START OF CONSTRUCTION CH0.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SURFACE AND PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         END OF CONSTRUCTION CH 48.852
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         INTERSECTION LOOP ROAD RL 98.903
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESIGN SURFACE                                                                                                                                                                                                                           TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SURFACE                                                                                                                                                                                                          LOOP ROAD & CARAVAN AISLE
                                                                                                                                                                                                                                                                                                                                                                                                                                              DESIGN SURFACE
                                                                                                                                                                                                       #                                                                                                                                                                                                                                      EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE (A1): 1:100
            # CROSSFALLS ADJUSTED TO SUIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE (A3): 1:200
                   ADJACENT BUILDING ENTRANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.00m                          4.00m                              1.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  *        VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.0%                                                 VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     *
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3.0%          3.0%       3.0%




                                                                                           IP CH 3.620 RL 101.936
                                                                                                                                                                             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 3.003 RL 101.222
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IP CH 45.072 RL 99.076




                                                                                                                                            IP CH 12.100 RL 102.021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IP CH 3.040 RL 100.071

                                                                     VC 5.0   VC 7.5       VC 7.5     VC 7.5
                                                                    (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

                   CUT (-) / FILL                                                                                                                                                                                                                                                                                                                                                                      CUT (-) / FILL                                                                                                                                                                                                                           CUT (-) / FILL




                                                            -0.603
                                                            -0.528
                                                                                                                             -0.387
                                                                                                                             -0.327
                                                                                                                             -0.269
                                                                                                                             -0.226
                                                                                                                             -0.138
                                                                                                                             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
                                                                                                                                                                                                                                                                                                                                                                                                                                                         -0.252
                                                                                                                                                                                                                                                                                                                                                                                                                                                         -0.209
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.469
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.443
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.426
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.650
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.705




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PINNACLE CT - CONCRETE SURFACE
                   LHS EDGE LEVEL                                                                                                                                                                                                                                                                                                                                                                      LHS EDGE LEVEL                                                                                                                                                                                                                           LHS EDGE LEVEL                                                                                                                                                                                                                                                       SCALE (A1): 1:100




                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.425 0.083
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        101.592 0.092
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  101.761 -0.179
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  101.935 -0.260
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            99.760
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.218
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.076
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.199




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE (A3): 1:200

                   RHS EDGE LEVEL                                                                                                                                                                                                                                                                                                                                                                      RHS EDGE LEVEL                                                                                                                                                                                                                           RHS EDGE LEVEL




                                                                                                                                 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
                                                                                                                                 99.330
                                                                                                                                 99.307
                                                                                                                                 98.999
                                                                                                                                 98.992
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.425
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        101.592
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101.848
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            99.760
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.286
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       99.102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BOWLING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.00m                          4.00m                        LANDSCAPING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GREEN
                   DESIGN SURFACE                                                                                                                                                                                                                                                                                                                                                                      DESIGN SURFACE                                                                                                                                                                                                                           DESIGN SURFACE                                                                                                                                                                                                                    *        VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.0%




                                                            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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.0%                           VARIES



                   EXISTING SURFACE                                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE                                                                                                                                                                                                                         EXISTING SURFACE                                                                                                                                                                                                CONCRETE EDGE THICKENING -




                                                            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
                                                                                                                             99.432
                                                                                                                             100.080
                                                                                                                             100.143
                                                                                                                             100.144
                                                                                                                             100.198
                                                                                                                             100.216
                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.437
                                                                                                                                                                                                                                                                                                                                                                                                                                                         101.431
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           101.282
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        101.441
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  101.880
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  101.989
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  99.694
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  99.628
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            99.243
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       98.609
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       98.425
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       98.266




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             150mm THICK CONCRETE
                   
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