Appendix C - Amended Engineering Plans

DocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03
                                                                                                                                           REFER INSET A
                                                                                                                                                                                                                                                                                                                                                                                                                                               CONSTRACTOR TO CONSTRUCT STORMWATER
                                                                                                                                                                                                                                                                                                99.0                                                                                                                                           LINE 'T' PRIOR TO ALL OTHER WORKS. THIS




                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAIN WILL THEN ACT AS A CLEAN WATER




                                                                                                                              .5
                                                                                                                                                                                                                                                                                                                                                                                                                                               DIVERSION FOR THE EXTERNAL CATCHMENT




                                                                                                                            97 97.5
                                                                                                                                                                                                        .5




                                                                                                                                                                                              /
                                                                                                                                                                                                    98                                                                                                                                                                                                                                         PROPOSED BIOPOD TO BE USED AS A




                                                                                                                                   .0
                                                                                                                                                                                                                                                                                                        99.5




                                                                                                                                98
                                                                                                                                                                /                /
                                                                                                                                                                                                                                                                                                                                                                                                                                               TEMPORARY SEDIMENT TRENCH TO ALLOW
                                                                                                                                                /                                                                                                                                                                                                                                                                                              FOR EFFECTIVE CAPTURE OF SEDIMENTS
                  3                                                                                                                                                                                                                                                                                                                                                                                                                            DURING STORM EVENTS. SIZED TO ALLOW
                                                                                                                                                                                                                                                                                                                                                                                                   TEMPORARY SEDIMENT TRENCH
                                                                                                                                                                                                                                                                                                                                                                                                                                               FOR MINIMUM VOLUME OF 1m³ PER 200m² OF
               RP169814                                                                                                                                                                                                                                                                                                                                                                            BASE AREA -94m²
                                                                                                                                                                                                                                                                                                                    0.0                                                                                                                        CATCHMENT. REFER DRG No.3204 FOR DETAIL.
                                                                                                                                                                      99.
                                                                                                                                                                         2                                                                                                                                     10                                                                                  RL INVERT OF BASIN - 98.0
                                                                                                                                                                                                                                                                                                                                                                                                   RL TOP OF BATTER - 98.8 (MIN)                                                                                                            .0
                                                                                                                                                                                                                                                                                                                                                                                                   RL OF SPILLWAY - 98.5                       EMERGENCY OVERFLOW SPILLWAY                                                                98
                                                                                                                                                                                                                                                                                                                                                                                                   TOTAL VOLUME ACHIEVED = 47m³                REQUIRED. REFER DRG No. 3204 FOR DETAILS.




                                                             .5
                                                          97
                                                                   .5                  .2                                               98.5
                                                              97                     98                                                                                                                                                                                                                                                                                                                                                        ROCK FILTER DAM OUTLET
                                                                                                 .0
                                                                                            99                                                                                                                                                                                                                                                                                                                                                 STRUCTURE 0.30m HIGH,




                                                                                                                                                                                                                       .0
                                                                    .0
                                                              98




                                                                                                                                                                                                                  99
                                                                             9   8.6                                                                                                                                                                                                                                                                                                                                                           REFER DRG 3204 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  /




                                                                                                                                                                              99.4                                                                                                                                                                                                                                                                                                     .5
                                                                                                         99.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     97 97.5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .0




                                                                                                                                                                                       .6                                                                                                                                      100.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          98




                                                                                                                                                                                     99
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /              /




                                                                                                                                                  .0
                                                                                                             99.4                                                                                                                                                                                                                                                                                                                                                                                    /




                                                                                                                                               99
                                                                            .5
                                                                         98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   99.
                                                                                                             99.6                                                                                                                                                                                                                                                                                                                                                                                                      2




                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INSET A




                                                                                                                                                                                          99.
                                                                                                                                                                                                                                                                                                          TEMPORARY RETAINING, REFER DRG 3200




                                                                                                                                                                                                        LOOP R
                                                                                                              99.8




                                                                                                                                                                                                             OAD
                                                                                                                                                                                                                                                                                                                                                                   101.0




                                                              LOOP R
                             CARETAKERS




                                                                     O
                                                                                 99.0                                                                                                                                                                                                                                      LOT 101
                                UNIT




                                                                                                                                               CARAVA
                                                                                                              100.0                                                                                                                                                                                                       SP287641




                                                                        AD
                                                                                                                                                                                                                                                  99.5
                                                                                                                                                                                                                                                                                                                                                                                 101.5
                                                                                                                                                                                                  100
                                                                                                                                                                                                     .0




                                                                                                                                                     N AISLE
                                                                                                                 100.2                                         99.5



                                                      /
                                                                                                                                                                                                                                                                                                                                                                                                           102.0




                                              /
                                                                                                                                 LOOP ROAD
                                                                                                                                                                                                         100
                                                                                                                                                                                                             .2
                                                                                 /




                                                  /
                                                                                                                    100.4
                                                          /




                                                                                                             /
                                                                                                                                                                                                                                                                  0.0
                                                                                                                                                                                                             100.4                                              10                                                                                                                                                                                                                   NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.         FOR LEGEND REFER TO DRG No. 3101
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.         FOR EROSION AND SEDIMENT DETAILS




                                                                                             .5
                                                                                                                                                                                                               100.6




                                                                                            99
                                                                                                                                                                                                                100.8                                                                                                                                                                                                                                                                           REFER TO DRG No. 3102




                                                                                                                                                                                                                     1.0
                                                                                                                                                                                                                                                                                                                                                                                               217




                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                          STAGE 3




                                                                                                                                                                                                                                                                        0.5
                                                                                                                                                                                                                                                                    10
                                                                                             99.5                                                                                                                                                                                                                                                                 218
                                                                                                 99.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOTE:
                                                                                                                                                                                                                                                                                                                               219                                                                                                                                                   BASIN LEVELS ARE A GUIDE ONLY AND ARE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BE CONFIRMED ON SITE TO SUIT BEST WITH
                                                                                                                                                                                                                                101
                                                                                                      99.0                                                                                                                               .2                                                                                                                                                                                     101                                                  NATURAL TERRAIN. CONTRACTOR TO ENSURE
                                                                                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                      99.5                                                                                                                                                                                                                                                                                                                                                                           MINIMUM VOLUMES ARE ACHIEVED.




                                                                                                                                                                                                                                                                        LOOP R
                                                                                                                                                                                                                                                                                                                                                                                          101.6
                                                                                                                                                                                                                                                                                                                                                                                                         LE CT




                                                                                                                                                                                                                                                                          OAD
                                                                                                                                                                                                                                                                                                                                                                                                  PINNAC
                                                                                                                                                                                                                                                                                                                                             101.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONSTRACTOR TO CONSTRUCT STORMWATER
                                                                                                           0.0
                                                                                                         10                                                                                                                                                                                                                                                                                                                                                             LINE 'T' PRIOR TO ALL OTHER WORKS. THIS DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WILL THEN ACT AS A CLEAN WATER DIVERSION
                                          BOWLING GREEN                                                                                                                                                                                                  10                                                                                                                                                                                                             FOR THE EXTERNAL UPSTREAM CATCHMENT
                                                                                                                                                                                                                                                                                         .0
                                                                                                                                                                                                                                                                                  101
                                                                                                                                                                                                                                                              1.4




                                                                                                                                                                                                                                              101.6
                                                                                                                                                                                                                                                                                                                                                                                         216




                                                                                                              0.5
                                                                                                             10
                                                                                                                                                                                                                                                                                                                                                 215




                                                                                                                                                                                                                  BOWLING GREEN ACCESS
                                                                                                                                                                                                                                                                                              1.5
                                                                                                                                                                                                                                                                                         10




                                                                                                                    1.0
                                                                                                                  10
       /           /

                                                                                                                                                                                                                                                                                                                                                                                                                           TRADING POST ROAD
                                                               EXISTING STAGE 1                                                                                                                                                                                                                                                                         EXISTING STAGE 2
                                                                                                                                                                                                                     EXISTING CLUB HOUSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N.S.C. REF NO. MCU15/0111 & REC15/0031
                                                                                                                                                          DRAWN             STATUS                                                                                               SCALE                                                               CLIENT                                                                                             PROJECT                                               DRAWING TITLE
REVISION    DATE   ISSUE DETAILS                                                                                             DRAWN      DESIGN
   A       21.12.16 ORIGINAL ISSUE                                                                                             HT        BF                                                                                                                                                                                                                   PALM LAKE WORKS PTY LTD                                                                            PALM LAKE RESORT                                     EROSION AND SEDIMENT
   1       06.04.17 ISSUED FOR CONSTRUCTION                                                                                    BF        BF
                                                                                                                                                                                              FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                    1:250           5           0          5           10   A1                                                                                                                         STAGE 3                                        CONTROL LAYOUT PLAN
                                                                                                                                                         DESIGN             APPROVED                                                                                                1:500                                                   A3                                                                                                             19 TRADING POST ROAD - COOROY
                                                                                                                                                                            ANDREW McPHAIL                                    RPEQ 6921                                                                                                                                                                                                                                                                       PROJECT No.                                DRAWING No.   REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                        DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                        ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16-003302                                        3203       1
                                                                                                                                                                            FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD                                                                                                                                                                           C 2015    www.calibreconsulting.co            CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.