16-003302-3203(A)

DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
                                                                                                                                         REFER INSET A
                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRACTOR TO CONSTRUCT STORMWATER
                                                                                                                                                                                                                                                                                                         0                                                                                                                                          LINE 'T' PRIOR TO ALL OTHER WORKS. THIS
                                                                                                                                                                                                                                                                                                      99.




                                                                                                                          .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAIN WILL THEN ACT AS A CLEAN WATER




                                                                                                                       97




                                                                                                                                                                                     /
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DIVERSION FOR THE EXTERNAL CATCHMENT




                                                                                                                           .5
                                                                                                                        97
                                                                                                                                                                                                   .5
                                                                                                                                                                                               98                                                                                                                                                                                                                                                   PROPOSED BIOPOD TO BE USED AS A




                                                                                                                                                                                         /
                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                99.




                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                    TEMPORARY SEDIMENT TRENCH TO ALLOW




                                                                                                                           98
                                                                                                                                                          /                /
                                                                                                                                           /                                                                                                                                                                                                                                                                                                        FOR EFFECTIVE CAPTURE OF SEDIMENTS
                  3                                                                                                                                                                                                                                                                                                                                                                                     TEMPORARY SEDIMENT TRENCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DURING STORM EVENTS. SIZED TO ALLOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOR MINIMUM VOLUME OF 1m³ PER 200m² OF
               RP169814                                                                                                                                         99.                                                                                                                                                       0.0
                                                                                                                                                                                                                                                                                                                                                                                                        BASE AREA -94m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                    CATCHMENT. REFER DRG No.3204 FOR DETAIL.
                                                                                                                                                                   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

                                                       .5                                                                                                                                                                                                                                                                                                                                               TOTAL VOLUME ACHIEVED = 47m³                REQUIRED. REFER DRG No. 3204 FOR DETAILS.

                                                                                                                                      5
                                                                                                                                   98.
                                                   97



                                                         .5                    .2                                                                                                                                                                                                                                                                                                                                                                   ROCK FILTER DAM OUTLET
                                                       97                   98           .0
                                                                                    99                                                                                                                                                                                                                                                                                                                                                              STRUCTURE 0.30m HIGH,
                                                           .0
                                                        98                .6




                                                                                                                                                                                                                  .0
                                                                       98                                                                                                                                                                                                                                                                                                                                                                           REFER DRG 3204 FOR DETAILS.




                                                                                                                                                                                                               99
                                                                                                                                                                        99.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               97




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /
                                                                                                     99.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              98




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   /
                                                                                                                                                                                    .6                                                                                                                                               100.5
                                                                                                                                                                               99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            /
                                                                                                      99.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /




                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                /




                                                                                                                                          99
                                                                  .5
                                                                98




                                                                                                                                                                                                   LOOP R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                99.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                       99.6                                                                                                                                                                                                                                                                                                                                                                                        INSET A




                                                                                                                                                                                         8
                                                                                                                                                                                     99.
                                                                                                                                                                                                                                                                                                                  TEMPORARY RETAINING, REFER DRG 3200




                                                                                                                                                                                                        OAD
                                                       LOOP R




                                                                                                            99.8




                                                                                                                                                                                                                                                                                                                                                                         101.0
                                                                                                                                          CARAVA



                                 CARETAKERS
                                                              OAD




                                                                        99.0
                                                                                                                                                                                                                                                                                                                                 LOT 101
                                    UNIT                                                                    100.0                                                                                                                                                                                                               SP287641
                                                                                                                                               N AISLE




                                                                                                                                                                                                                                                                                                                                                                                       101.5
                                                                                                                                                                                                                                                   99.5
                                                                                                                                                                                             100
                                                                                                                                                                                                .0
                                                                                                              100.2                                      99.5




                                               /




                                                                                                                                                                                                                                                                                                                                                                                                                 102.0
                                                                                                                               LOOP ROAD
                                       /




                                                                                                                                                                                                    100
                                                                                                                                                                                                        .2
                                                                        /
                                           /




                                                                                                               100.4
                                                   /
                                                                                                        /




                                                                                                                                                                                                          100.4                                                        0.0                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.            FOR LEGEND REFER TO DRG No. 3101
                                                                                                                                                                                                             100.6                                                                                                                                                                                                                                                                            2.            FOR EROSION AND SEDIMENT DETAILS
                                                                                     .5
                                                                                    99




                                                                                                                                                                                                             100.8                                                                                                                                                                                                                                                                                          REFER TO DRG No. 3102

                                                                                                                                                                                                                                                                                                                                STAGE 3                                                              217
                                                                                                                                                                                                                 1.0
                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                             0.5




                                                                                                                                                                                                                                                                                                                                                                        218
                                                                                                                                                                                                                                                                          10




                                                                                     99.5

                                                                                         99.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE:
                                                                                                                                                                                                                                                                                                                                     219
                                                                                                                                                                                                                                                                             LOOP R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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.
                                                                                                                                                                                                                                                                                   OAD
                                                                                                                                                                                                               BOWLING GREEN ACCESS




                                                                                                                                                                                                                                                                                                                                                                                                101.6
                                                                                                                                                                                                                                                                                                                                                                                                               LE CT
                                                                                                                                                                                                                                                                                                                                                                                                        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
                                                                                                                                                                                                                                                               1.4                           .0
                                                                                                                                                                                                                                           101.6




                                                                                                                                                                                                                                                                                         101


                                                                                                                                                                                                                                                                                                                                                                                               216
                                                                                                            0.5
                                                                                                       10




                                                                                                                                                                                                                                                                                                                                                       215
                                                                                                                                                                                                                                                                                                  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                                                         FOR APPROVAL                                                                                                                                                          PALM LAKE WORKS PTY LTD                                                                           PALM LAKE RESORT                                            EROSION AND SEDIMENT
   2                                                                                                                                                                                         NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                           STAGE 3
   3                                                                                                                                                                                                                                                                                        1:250           5           0        5           10   A1                                                                                                                                                                              CONTROL 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                                        3203       A
   8                                                                                                                                                                  FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD