16-003302-3305(A)

DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
                                                                                                     REFER 8TO
                                                                                                            .4 INSET A
                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                                                                                                         REFERENCE POINT LOCATION FOR DRAINAGE




                                                                                                                    6
                                                                                                           .0 8.8 8.
                                                                                                         99 9 9
                                                                                                                                                                             4/V
                                                                                                                                                                                                     3/V
                                                                                                                                                                                                                                                                                                                                                                                                                                     STRUCTURES                                                                                                                         CATCHMENT TABLE
                                                                                                                            2/Z                                                                                                                                                                                                                                                                                                                                                                                                                   CATCHMENT NAME                       CATCHMENT AREA (ha)
                                                                                                                                                                                   3/V                                                                                                                                                                                                                                  STRUCTURE           HORIZONTAL CONTROL                                   VERTICAL CONTROL                                 1/RW 111                             0.028




                                                                                                                     99.0
                                                                                                                      99.0                                                                                                                                                                                                                                                                                                 TYPE          (REFERENCE POINT LOCATION)                              (REFERENCE LEVEL)                                1/RW 112                             0.026
              3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1/RW 113                             0.053
           RP169814                                                                                                                           2/Z                                                                                                                                                                                                                                                                                                                                                                                                 1/RW 115                             0.216
                                                                                                                                                                                                                                                                                         3                                                                                                                                                                                                                                                        1/RW 116                             0.023
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF MAIN                 FINISHED SURFACE




                                                                                                                                       2
                                                                                                         98
                                                                                                           .5
                                                                                                                                                                                                                                                                                      RP169814                                                                                                                          MANHOLE




                                                                                                                                    99.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHAFT                         LEVEL                                      1/V                                  0.127
                                                                                                                                                                                                                                                                                                                                                                                                                                                        REF                                                                                       1/Y                                  0.053




                                                                                                                              CARAVA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1/Z                                  0.216
                                                                                                                                                                                                           2/V                                                                                                                                                                                                                                                                                                                                    2/T                                  0.033




                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                                                                                                           OUT/T




                                                                                                                                                  99.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2/V                                  0.066
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF                       DRIVEWAY INVERT
                                                                     99.4                                                                                                                                                                                                                                                                                                                                               FIELD INLET                                                                                                               2/Z                                  0.117




                                                                                                                                     N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRIVEWAY                          LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3/T                                  0.027




                                                                                                                                     AISLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          REF

                                                      1/Y                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3/V                                  0.030




                                                                                                                                                                                                                                                                                                                                                                               /
                                                                     6                                                                                                                                               1/AT
                                                                99.                                                                                                                                                                                                                                                                                           1/ZZ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4/1                                  0.041




                                                                                                                                                                                                                                         LOOP RO
                                                                                                                                                        6
                                                                                                                                                     99.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INTERSECTION                                                                   4/T                                  0.048
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OF HEADWALL




                                                                                                                                                                                                                                                                                                                2 98.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6/T                                  0.006




                                                                                                                                                                                                                                                                                                                                                                                   /
                                                                                                                                                   1/Z                                                                                                                                                                                                                                                                  HEADWALL                                   FACE AND PIPE                  TOP OF HEADWALL
                                                                                                          99
                                                                                                                .0                                                                                                                                                                                                                                                                                                                                                                                                                                7/T                                  0.036




                                                                                                                                                                                                                                                                                                              989.28.2
                                                                                                                                                                                                                                                                                                                                                      /




                                                                                                                                                                                                                                                                                                                 2 .
                                                                                                                                                                                                                                                                                                                                                                           /




                                                                                                                                                                                                                                                                                                              98. 98
                                                                                                                                                                                                                                                                                                                   .2
                                                              .8




                                                                                                                                                                                                                                                                                                                984
                                                                                                                                                                                                                                                                                                                                       /
                                                            99




                                                                                                                                                                                                                                                 AD
                                                                                                                                                                                                                                                                                                                                                                                                                                                        REF
                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                               98
                              TAKERS
                                                       LOOP R




                                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTE:




                                                                                                                                                                                                                                                                                                           .0 8.8 8.
                                                                                                                                                            8
                    CARE


                                                                                                                                                         99.




                                                                                                                                                                                                                                                                                                         99 9 9
                                                                                                                                                                                                                                                                                                                                                                   4/V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.        FOR LEGEND REFER TO DRG No. 3101
                       UNIT                                                                                                                                                                                                                                                                                                                                                              3/V
                                                                     0.0




                                                                                                                                                                                                                                                                                                                         2/Z
                                                                10




                                                                                                                                                                                                                                                                                                                                                                           3/V                                                                                                                                                                     2.        FOR NOTES REFER TO DRG No. 3102




                                                                                                                                                                                .5
                                                                                                                                                                              99
                                                            OAD




                                                                                                                                                                                                                                                                                                                 99.0
                          1/RW 116                                                                                                                                                                                                                                                                                 99.0
                                                                                                                                                              0.0                                                      2/V                                                                                                                                                                                                                                                                                                                         NOTE:
                                                                                                                                                                                                                                                                                                                                     2/Z
                                                                           100.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ALL STORMWATER PIPES GREATER THAN 600
                                                                                                                                                             10


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DIA. ARE TO BE RCP CLASS '2'.
                                                                                                                                                  1/Z




                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                               INSET A




                                                                                                                                                                                                                                                                                                                               99.
                                             /
                                                                     1/Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                  LOOP ROAD                                                                                                                                                                                                                                                                                                                                                                                                                                            T ROA
                                                                                                                                                                                                                                                                             STAGE 3                                                                                                                                                                                                                                                                                                             G POS
                                     /




                                                                                                                                                                     100.2                                                                                                                                                                                                                                                                                                                                                                                                                TRA DIN
                                                                 /
                                                                                   100.4
                                                                                                                .5
                                         /




                                                                                                           99




                                                  /
                                                                                    10                                                                                             .4
                                                                                                                                                                                                                                                                                                              LOT 101
                                                                                         0.6                                                                                   100
                                                                                                 /




                                                                                      10
                                                                                                                                                                                                                                                 1/V                                                         SP287641
                                                                                          0.8
                                                                                         101.0
                                                                                         101.2
                                                                                         101.4
                                                                                         101.6
                                                                                                                                                                                                                                         100.6                                                                                                                                         1/RW 113
                                                                                                                                                                                                                                         10




                                                                                                                                                                                                                                                                                                                                                                                                                               102.0
                                                                                                                                                                                                                                           0.8




                                                                                                                                                                                                                                                                                                         1/RW 111                                                                                                 217
                                                                                                                                                                                                                                                               1/T
                                                                                                                            99.5                                                                                                                                                                                                                                     218
                                                                                                                                                                                                                                                                                                                                                                                                                                         4/T
                                                                                                                             99.0
                                                                                                                              99.0
                                                                                                                                                                                              99.5
                                                                                                                                                                                                                                                                      1/V                                       219
                                                                                                                                                                                              99.5                                           101
                                                                                                                                                                                                                                                   .0
                                                                                                                              99.5                                                            100.0                                                                                                                                                                                                                                           101
                                                                                                                                                                                                                                                                                                                                                                                                                                                   .8
                                                                                                                                                                                                                                                                                                                                                                                                                                       5/T




                                                                                                                                                                                                                                                                                                                                                                                                                                                           102.0
                                                                                                                                                                                                                                                                 LOOPS




                                                                                                                                   100
                                                                                                                                      .0                                                        100.5
                                                                                                                                                                                                                                                 101.2
                                                                                                                                                                                                                  BOWLING GREEN ACCESS




                                                                                                                                                                                                                                                                                                                                                                                                          101.6
                                                                                                                                                                                                                                                                                                                                                                                          4/T
                                                                                                                                                                                                                                                                      ROAD




                                                                                                                                                                                                                                                                                                                               101.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         102.2
                                                                                                                                                                                                        .0                                                                                                                                                                                                                                          6/T
                                                                                                                                                                                                     101
                                                                                                                                                                                                                                                                                                   3/T




                                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                                                          1.5
                                                                                                                                        0.5




                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                     10                                                                                                                                       2/T
                                                                                                                                                                                                                                                      10




                                                                                                                                                                                                                                                                                                                                                                                                       1.0
                                                                                                                                                                                                                                                         1.4




                                                            BOWLING GREEN                                                                                                                                                                                                                                                                                                                                         4/1




                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                                                                                                                                                                                 1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6/T




                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                                                                                                                                                                                                                                                                             7/T




                                                                                                                                                                                                                                                                                                                                                                                               1.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DEMOLISH AND RECONSTRUCT SECTION
                                                                                                                                                                                                        101.5                                                                                                                        1/RW 112                                                             216
                                                                                                                                                                                                                                                         10




                                                                                                        1/RW 115                                                                                                                                                                                                                                                                                                                                                                                                                        OF 2.0m WIDE CONCRETE FOOTPATH TO
                                                                                                                                                                                                                                                           1.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  102.4
                                                                                                                                            1.0                                                                                                                                                                                                                                                                                                                                                                                         CONVEY MAJOR EVENT OVERLAND
                                                                                                                                          10                                                                                                                                                                                                              102.0                                                                                                                                                                         FLOWS INTO SWALE DRAIN AND INLET 7/T.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          102.6
                                                                                                                                                                                                                                                           101
                                                                                                                                                                                                                                                               .8                                                                           215                                                                                                                                                                                         REFER DRG. 3301 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                            7/T
                                                                                                                                                                                                             102.0


                                                                                                                                                                                                                                                               102.0
                                                                                                                                                                                                                                                                             2/T
                                                                                                                                              1.5                                                                                                                                       102.5
                                                                                                                                            10
       /                                                                                 101.8                                                                                                                                                                                                                                                                                                                                                                     8/T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.2
                                                                                                                                                                                                                                                                                            2/AB                                                                                                                                                                                 10
                                                                                         102.0                                                                                                                   102.5                                              102.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                         102.2                                                                                                                                                                                                                                                                                                                                                                                                     2.6
                                                                                                                                                                                                                                                                                                                                                           EXISTING PIPE CONVEYS                                                                                                                 10
                                                                                                                                                                                   BBQ AREA
                                                                                                                                                                                                                                         EXISTING CLUB HOUSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .8
                                                                                                                                                                                                                                                                                                                                                           PEAK FLOWS ABOVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                         102.4                                                                                                                                                                       DECK
                                                                                                                                                                                                                                                                                                                                                           63% AEP TO PIT 8/T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MAJOR EVENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PONDING EXTENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               103



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL101.991
                                                                                                                                                                                                                                                                                                                                     1/AB                                                                                                                                                                              TRADING POST
                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING PIPE CONVEYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                          10% AEP FLOWS TO PIT 8/T
                                                 EXISTING STAGE 1                                                                                                                                                                                                                                                                                EXISTING STAGE 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N.S.C. REF NO. MCU15/0111 & REC15/0031
                                                                                                                                                                         DRAWN           STATUS                                                                                     SCALE                                                                         CLIENT                                                                                                                                  PROJECT                                                        DRAWING TITLE
REVISION    DATE   ISSUE DETAILS                                                                                                            DRAWN           DESIGN
   1       21.12.16 ORIGINAL ISSUE                                                                                                            HT             BF                                                   FOR APPROVAL                                                                                                                                             PALM LAKE WORKS PTY LTD                                                                                                                      PALM LAKE RESORT                                      STORMWATER DRAINAGE
   2                                                                                                                                                                                                            NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                          STAGE 3
   3                                                                                                                                                                                                                                                                                   1:250       5     0                 5                10   A1                                                                                                                                                                                                                           CATCHMENT LAYOUT PLAN
   4                                                                                                                                                                     DESIGN          APPROVED                                                                                      1:500                                                     A3                                                                                                                                                               19 TRADING POST ROAD - COOROY
   5                                                                                                                                                                                     ANDREW McPAIL                                                  RPEQ 6921                                                                                                                                                                                                                                                                                                        PROJECT No.                DRAWING No.   REVISION
   6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                                                                                                                                              C 2015         www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16-003302                        3305       A
   8                                                                                                                                                                                     FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD